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FORT COLLINS HOTEL, PARKING GARAGE - FDP - FDP160003 - SUBMITTAL DOCUMENTS - ROUND 1 - PROJECT SUBMITTAL AND RESUBMITTAL
JEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. LAPORTE AVE. MAPLE AVE. S. MASON AVE. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING G T S E CTV C.O. VAULT ELEC T T X ST 9.3' \A1;9.3' X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST C.O. MH MH VAULT ELEC T T X C.O. MH MH VAULT ELEC T T X NORTHING: 131440.01 EASTING: 195540.44 (PROPERTY CORNER) NORTHING: 131582.05 EASTING: 195666.63 (PROPERTY CORNER) 9.3' 14.6' 14.9' 14.5' NORTHING: 131547.15 EASTING: 195642.95 5.9' 5.5' X X D VAULT ELEC ELEC ELEC D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G E E E LEC ELEC BRKR BRKR D D ELEC ELEC ELEC MH D X X D D D D 19.0' FL TO FL 18.2' FL TO FL 18.2' FL TO FL D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G 24.0' FL TO FL 17.0' FL TO FL 0.6' 2.6' NORTHING: 131130.48 EASTING: 195579.38 (OUTSIDE FACE OF WALL) NORTHING: 131131.36 EASTING: 195593.52 (OUTSIDE FACE OF WALL) NORTHING: 131117.67 EASTING: 195588.43 (PROPERTY CORNER) 9.0' 14.5' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: X D S VAULT ELEC ELEC ELEC S S D WV TRAFFIC VAULT VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR G G E E ELEC BRKR ELEC BRKR ELEC MH CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR D F F 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 0+50 4972 4976 X S S S E E ELEC BRKR ELEC BRKR ELEC ELEC MH MH VAULT ELEC T T X T E G T T G G G G SS P-Strt-Firehouse 4970 4975 4980 4985 4970 4975 4980 4985 13+50 13+00 12+00 11+00 10+00 9+75 PVI STA = 10+00.00 PVI ELEV = 4975.23 PVI STA = 10+42.00 PVI ELEV = 4974.48 PVI STA = 10+44.00 PVI ELEV = 4974.31 PVI STA = 10+56.50 PVI ELEV = 4974.56 PVI STA = 11+31.37 PVI ELEV = 4975.46 PVI STA = 11+61.56 PVI ELEV = 4976.06 PVI STA = 11+81.99 PVI ELEV = 4976.27 PVI STA = 12+02.17 PVI ELEV = 4976.74 PVI STA = 12+46.51 PVI ELEV = 4977.18 PVI STA = 12+57.09 PVI ELEV = 4977.37 PVI STA = 12+80.97 PVI ELEV = 4977.60 PVI STA = 13+00.40 G T T E CTV C.O. G T T E CTV C.O. 1.5" W 1.5" W 6" F 6" F 6" F W SS X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G T T T T C S W W W W W ST ST ST ST ST ST ST G G G G T T T T C S W W W W W ST ST ST ST ST ST ST 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G G G G G G G G G G G G G VAULT ELEC C.O. MH MH X W W ST ST ST 100-Year BFE 4975.68 100-Year BFE 4978.19 (78.42) (3.1%) (0.7%) (2.9%) (2.5%) 2.0% (7.5%) (2.6%) (1.6%) (4.5%) (4.0%) (3.4%) (3.4%) (2.7%) 75.87 FL 76.26 FL 76.48 FL 76.98 FL 77.61 FL 78.24 FL/HP 78.00 FL (78.33) (78.17) (77.77) (77.28) (76.59) (76.41) (76.31) (76.20) 1.3% 1.0% 2.0% 3.0% 1.0% 1.0% 5.2% 77.89 FL 78.47 8.1% 6.4% 2.0% 3.0% X W UD 2.0% 1.1% 1.0% 0.7% 2.9% 2.0% 1.5% 2.0% 5.5% 2.0% 2.0% 1.7% 3.8% 1.1% 1.1% 1.1% 2.0% 5.0% 2.0% 1.2% 1.2% 5.0% 2.0% 2.9% 3.3% 4.3% 4.5% 5.4% 3.8% 2.8% 77.77 HP/FL 77.26 FL 77.49 FL 77.91 FL 77.80 FL 77.74 FL 78.06 FL 77.73 BS 78.85 TS 77.89 BS 78.85 TS 77.77 BS 78.85 TS/TC TC:79.00 P-Strm-Hotel-D 4966 4970 4975 4980 4966 4970 4975 4980 9+75 10+00 11+00 11+25 PR STORM MH D CONNECT TO EXISTING STORM SEWER (CORE & SEAL) STA 10+00.00 RIM 4976.8± INV. IN 4967.30 (SW) INV. IN 4968.07 (W) INV. IN 4972.65 (N) INV. IN 4970.50 (W) INV. OUT 4967.30 (NE) (PROPOSED STORM SEWER) 67.37 LF 15" RCP @ 8.00% CONNECT TO EXISTING EX INLET D2 (CORE & SEAL) STA 10+67.69 FL. EL 4975.4± INV. OUT 4973.46 (E) (PROPOSED UNDERDRAIN) 71.48 LF 6" PVC @ 2.71% SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W S S D S WV WV TRAFFIC VAULT VAULT ELEC W UD UD UD UD UD UD UD 2.9% 2.0% 2.0% 1.1% 2.0% 77.77 FL 77.49 FL 77.66 TBC 77.16 FL 76.04 77.40 TC 76.57 FL 3.6% TBC:78.27 GRD:77.76 TBC:78.36 GRD:77.86 77.86 HP/FL 1.3% 2.8% 77.40 FL TBC:77.90 GRD:77.40 76.01 76.10 4:1 4:1 4:1 5:1 5:1 10:1 5:1 4:1 76.94 FL TBC:77.45 GRD:76.69 77.27 TC 2.0% 76.67 FL 76.43 GRD 76.77 GRD X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T D D G G C CTV CTV CTV CTV CTV CTV CTV CTV X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D D G G D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D ST ST MH ST D T W E G F F T T G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 03-25-10 DRAWN BY EBC 09-05-13 CCA 8" - 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN PROPOSED 10" STORM SEWER. SEE UTILITY PLAN. B B A A PROPOSED 10" STORM SEWER. SEE UTILITY PLAN. INSTALL 10" HDPE 90° ELBOW INSTALL 10" HDPE STAND PIPE BOTTOM OF TRENCH DRAIN FLOWLINE 1% MIN. 1% MIN. 1% MIN. PLAN VIEW INVERT ELEVATION = 4971.03 SECTION A-A DIRECTION OF FLOW DIRECTION OF FLOW TOP OF GRATE ELEV. = 4974.80 (SEE GRADING PLAN) TOP OF GRATE ELEV. = 4974.80 (SEE GRADING PLAN) FL ELEV. = 4973.96 FL ELEV. = 4974.17 TOP OF GRATE AT FL OF ALLEY ELEV. = 4974.60 (SEE GRADING PLAN) TOP OF GRATE TO MATCH ALLEY GRADES (SEE GRADING PLAN) FL ELEV. = 4974.07 3 IN. 1 FT. 0 IN. 3 IN. 2 FT. 0 IN. 1/4 IN. 6 IN. MIN. 6 IN. VARIES SEE PLAN TYPICAL PAVER SECTION REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR DETAILS. DECORATIVE GRATE (RE: LANDSCAPE ARCHITECT) ANCHOR-18 IN. O.C. NO. 3 REBAR ANGLE GALVANIZED 3x2x3/8 IN. 1 IN. 1/4 IN. 3 IN. SEE DETAIL "C" TYPICAL PAVER SECTION REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR DETAILS SECTION B-B DETAIL "C" PROPOSED 10" STORM SEWER. SEE UTILITY PLAN. INSTALL 10" HDPE TEE INSTALL 10" HDPE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 4975 4976 4978 4975 4976 4978 10+00 10+05 10+20 10+35 7.5' PROPOSED CURB & GUTTER PROPOSED CURB & GUTTER FINISH GROUND EXISTING GROUND EXISTING 14" DIAMETER TREE EL. = 4976.74 EL. = 4978.14 EL. = 4977.69 EL. = 4976.57 EL. = 4976.19 EL. = 4975.95 EL. = 4976.44 4975 4976 4978 4975 4976 4978 10+00 10+05 10+20 10+35 EXISTING 10" DIAMETER TREE 6.0' 4" PROPOSED CURB & GUTTER PROPOSED CURB & GUTTER FINISH GROUND EXISTING GROUND EL. = 4977.20 EL. = 4976.70 EL. = 4976.53 EL. = 4977.48 EL. = 4976.27 X X D VAULT ELEC ELEC ELEC D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G E E E LEC ELEC BRKR BRKR D D VAULT ELEC ELEC ELEC ELEC ELEC C.O. MH MH VAULT ELEC T T X MH D X X D VAULT ELEC ELEC ELEC D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G E E E LEC ELEC BRKR BRKR D D VAULT ELEC ELEC ELEC ELEC ELEC C.O. MH MH VAULT ELEC T T X MH D T W G D VAULT ELEC VAULT ELEC D MH VAULT ELEC X X VAULT ELEC W W W W W W W W W W W W W W W W W W D VAULT ELEC VAULT ELEC D MH VAULT ELEC X X VAULT ELEC W W W W W W W W W W W W W W W W W W LEGEND: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 WALNUT STREET (100' ROW) MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL HOTEL ENTRANCE AND DROP-OFF OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) JEFFERSON STREET (100' ROW) PROPOSED PARKING GARAGE 326 WALNUT STREET 242 LINDEN STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C700 PHASING PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION 252 LINDEN STREET REVIEW SET NOT FOR CONSTRUCTION PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION EXISTING PARKING LOT EXISTING UNIMPROVED PARKING LOT POTENTIAL FUTURE FLEX SPACE POTENTIAL FUTURE FLEX SPACE EL. = 4976.11 EL. = 4976.61 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 0 1 INCH = 5 FEET 5 5 10 15 ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C606 TREE CROSS-SECTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} NOTES: 1.DO NOT EXCAVATE INTO EXISTING SOIL MORE THAN SIX INCHES FROM BACK OF CURB. 2.PROTECT 7 FEET OF UNDISTURBED SOIL FROM THE OUTER BARK OF 14-INCH DIAMETER TREE AND 5.5 FEET FROM THE 10-INCH DIAMETER TREE. 3.CONTACT CITY FORESTER TO APPROVE LIMIT OF EXCAVATION PRIOR TO DIGGING (TIM BUCHANAN, CITY FORESTER 970-221-6361). 4.TOP SOIL PLACEMENT OVER EXISTING TREE ROOT SYSTEM TO BE PLACED AT THE DIRECTION OF THE CITY FORESTER. 5.FOLLOW ALL TREE PROTECTION SPECIFICATIONS ON SHEET LP101 TREE MITIGATION PLAN OF APPROVED LANDSCAPING PLANS. PROPOSED STORM SEWER PROPOSED STORM INLET LEGEND: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING PROPOSED CURB AND GUTTER SECTION EXISTING TREES PROPOSED RETAINING WALL EXISTING TRAFFIC LIGHT 14" DIA. TREE CROSS-SECTION NOT TO SCALE 10" DIA. TREE CROSS-SECTION NOT TO SCALE TREE CROSS-SECTIONS IN PLAN VIEW NOT TO SCALE SEE 14" DIA. TREE CROSS-SECTION SEE 10" DIA. TREE CROSS-SECTION PROPOSED DOWNTOWN HOTEL CHESTNUT STREET WALNUT STREET FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C605 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS \A1;12" \A1;12" GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 3" - 6" ROCK PAVED SURFACE A SECTION A VTC CWA VEHICLE TRACKING CONTROL PAD NOT TO SCALE CONCRETE WASHOUT AREA NOT TO SCALE ROCK SOCK DETAIL NOT TO SCALE ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. MAINTENANCE NOTES: 1. 2. 3. CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC SIGN "CONSTRUCTION ENTRANCE" \A1;R=5' \A1;20' MIN. NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA RUNOFF SEDIMENT BASIN OR OTHER FILTERING MEASURES. SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE 1. INSPECT AND REPAIR FILTER AFTER EACH STORM GENERAL NOTES: 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. SECTION A-A PLAN VIEW 2 IN. X 4 IN. WOOD STUD WIRE SCREEN CURB INLET FILTER WATER OVERFLOW GRAVEL FILTER WIRE SCREEN A A 2 IN. X 4 IN. WOOD STUB CURB INLET WIRE SCREEN (APPROX. 1/2 IN. MESH) CONCRETE BLOCK GRAVEL FILTER (APPROX. 3/4 IN. DIA.) CURB INLET PROTECTION NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON {GENERAL NOTES: }1.INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. 2.CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3.WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". 4.IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. 5.OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. 3.TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. 4.INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. 5.WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) IP 1'-6'' MAX. WRAP WOOD FRAME WITH GEOTEXTILE AND STAPLE TO FRAME. GATHER EXCESS AT CORNERS. DROP INLET BLOCK {AND GRAVEL FILTER} {\LDROP INLET SILT FENCE BOX} BURY GEOTEXTILE AT A DEPTH OF 6'' X 6'' 500 DROP INLET PROTECTION 501 503 504 505 TEMPORARY CONSTRUCTION FENCE WITH ROCK SOCK NOT TO SCALE 502 TEMPORARY CHAIN-LINK FENCE ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK SIDE VIEW CF STAND PIPE BOTTOM OF TRENCH DRAIN FLOWLINE 1% MIN. 1% MIN. 1% MIN. PLAN VIEW INVERT ELEVATION = 4972.39 SECTION A-A 1% MIN. DIRECTION OF FLOW B B A A TOP OF GRATE ELEV. = 4977.74 (SEE GRADING PLAN) TOP OF GRATE ELEV. = 4977.75 (SEE GRADING PLAN) FL ELEV. = 4977.09 FL EL. = 4976.91 FL ELEV. = 4976.94 TOP OF GRATE AT FL OF ALLEY ELEV. = 4977.56 (SEE GRADING PLAN) FL ELEV. = 4976.98 TOP OF GRATE TO MATCH ALLEY GRADES (SEE GRADING PLAN) ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C604 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R STANDARD SINGLE COMBINATION INLET NOT TO SCALE 400 IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;\A1;4' 6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 3' 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1;3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES \A1;4'-0" \A1;4'-0" 18"%%c TOP, BOTTOM, AND CONCRETE FINISH. SOLID UNDISTURBED SOIL. CENTER. TOP OF PAVEMENT. 24"%%c CONCRETE FOUNDATION. USE SONOTUBE FORM. 3/8"%%c WELDED HOOPS. KEYED NOTES PROVIDE PITCH, SMOOTH 6"%%C STANDARD STL. PIPE CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. \A1;3' 8" MAX. PROTECTED TRANSFORMER PAD CONCRETE FILLED BOLLARD BOLLARD DETAIL AT PROPOSED TRANSFORMER NOT TO SCALE 401 \A1;3' 8" MAX. \A1;6" MIN MAX 30° PROPOSED GRADE NEW PAVEMENT 1' MAX 6" MIN 6" THICKEN CONCRETE EDGE NOT TO SCALE 406 TRENCH DRAIN AT INTERSECTION OF OLD FIREHOUSE ALLEY AND CHESTNUT STREET NOT TO SCALE 403 TRENCH DRAIN TYPICAL SECTION NOT TO SCALE 405 TRENCH DRAIN AT INTERSECTION OF SERVICE ALLEY AND WALNUT STREET NOT TO SCALE 404 1.0' DRIVEWAY WIDTH (See Note 1) 1.0' 5' 5' 4' MIN. SIDEWALK SIDEWALK WARP WARP A A Varies 5' 6' DRIVEWAY WIDTH (See Note 1) 6' 5' DRIVEWAY WITH SIDEWALK ATTACHED TO CURB SECTION A-A RAMP - VARIES 4' MIN. 1:12 MAX. MATCH FLOWLINE CURB & GUTTER T \A1;T T T NOTES: 1. See LCUASS Drawing Series 707 for driveway width. 2. Concrete class per LCUASS Section 22 3. Rough broom finish full width of ramp and wings. Trowel and use light hair broom finish for sidewalk area 4. T = 6" for residential and 8" for commercial 5. 0" curb height, See Section A-A 6. Standard curb and gutter section, See Standard Drawing 701 02/17/15 DRIVEWAY WITH ADA BYPASS SIDEWALK (TYPE II BYPASS) URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 706.3 DRAWING DATE: 1" per ft.. 1:50 MAX. 1/4" per ft.. NOT TO SCALE CONTRACTION JOINT (TYP) 6' WING 6' WING BACK OF CURB NOTE: ADDITIONAL ROW OR AN EASEMENT MAY BE NEEDED, SIDEWALK TO BE INSIDE ROW. Lip FL See Note 5 See Note 6 Flowline See Note 5 See Note 6 SIDEWALK DRIVEWAY WITH ADA BYPASS SIDEWALK TYPE II NOT TO SCALE 402 REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2013 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 12-29-11 CCA DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL DOME GRATE TOP SOIL DOME GRATE ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C603 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120%%D 90%%D 60%%D A \A1;C \\A1;B A1;D SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" 12" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) STORM SEWER BEDDING DETAIL NOT TO SCALE 305 TYPICAL NYLOPLAST DRAIN BASIN WITH DOME GRATE NOT TO SCALE 307 DIMENSIONS FOR SLOTTED PVC PIPE NOT TO SCALE 304 PRIVATE UNDERDRAIN CLEANOUT NOT TO SCALE 300 TYPICAL RAIN GARDEN DRAIN BASIN/INLINE DRAIN INSTALLATION NOT TO SCALE 308 REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 12" BIO-RETENTION SAND MEDIA 6" PERFORATED PVC UNDERDRAIN (SEE NOTE 4) NOTES: 1. REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2. BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3. THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. MIN. 10" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 6" PEA GRAVEL \A1;2" NOT TO SCALE TYPICAL RAIN GARDEN SECTION REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA BIO-RETENTION SAND MEDIA (SEE DETAIL 309 ON THIS SHEET) 6" PERFORATED PVC UNDERDRAIN (SEE DETAIL 309 ON THIS SHEET) GRAVEL LAYER (SEE DETAIL 309 ON THIS SHEET) PEA GRAVEL (SEE DETAIL 309 \A1;2" ON THIS SHEET) BIORETENTION SOIL LAYERING (RAIN GARDEN) CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC (TYPICAL ENTIRE PERIMETER) NOT TO SCALE 306 309 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1. Refer to project specifications for excavation requirements. B.Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. BIORETENTION SAND MEDIA SPECIFICATIONS NOT TO SCALE 302 10" TO 12" (SEE SHEET C403 FOR ACTUAL DEPTH) TYPICAL VERTICAL CURB & GUTTER TYPICAL OUTFALL CURB & GUTTER TYPICAL SLOPE (SEE GRADING PLAN) TYPICAL SLOPE (SEE GRADING PLAN) VARIES 6" CURB TYPICAL CURB CUT NOT TO SCALE 301 NYLOPLAST RAIN GARDEN DRAIN OUTLET (SEE SHEET C403) GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL. PLAN VIEW A A B B 35 3/4 IN. 6 IN. 23 3/4 IN. 3 IN. CIR. O.F. 2 IN. CIR L.F. #4 @ 12 IN. CTRS. (TYP.) #4 @ 12 IN. CTRS. F #4 BAR CONCRETE PIPE O.D. 3 IN. CIR. CONCRETE PIPE I.D. D SECTION A-A SECTION B-B 12 IN. LAP DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT PIPE AROUND #4 12 IN. MIN. INLET GRATES CTRS. (TYP.) #4 @ 12 IN. 2 IN. CIR L.F. 3 IN. CIR. O.F. 28 1/4 IN. 6 IN. 16 1/4 IN. H AND FLOOR 6 IN. TYPICAL WALLS 12 IN. SPACING STEP MAX. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12/8/00 D-9A AREA INLET TYPICAL STORMWATER AREA INLET NOT TO SCALE 303 FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C602 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES GENERAL NOTES: 1/4" HOLE IN HANDLE 1 1/2" BALL VALVE 6. %METER %INSTALLATION UPLAN DESIGN FOR 6 VIEW IN. AND LARGER METERS SHALL BE DETERMINED BY THE 1 1/UTILITY. 2" CAP 5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED. 4. 3. GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST. ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES. 2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615) 1. THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE 7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY. %%UTEST-TEE SIDE VIEW SEE DETAIL TEST-TEE BELOW LID) 24" DIA. FOR H-20 BRIDGE LOADING PRECAST CONCRETE VAULT DESIGNED STRAINER 7'-0" 1'-6" 2'-6" METER (PLACED FLOW SLEEVE SOLID VALVE VALVE GATE GATE SLEEVE SOLID 8'-6" AMR POD(S) (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) ANCHOR RODS PROTECTIVE COATING (TYP.) WITH GATE VALVE FLOW FLOW FLOW ACCESS OPENING LADDER RUNG VAULT ACCESS PRECAST CONCRETE OR FOOTING CAST IN PLACE 18" DIA. PERFORATED PIPE SUMP 8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 3 IN. AND 4 IN. WATER METERS (PLAN VIEW) 17A 4/11/11 1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN. 2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT. OF METER VAULT. 3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2%%% GRADE OR GREATER. 4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT. 5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER TO 1/2 IN. ABOVE FINAL GRADE. 6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. GENERAL NOTES: ADJUSTABLE PIPE SUPPORT UNDER VALVES AND METER 3/4" TO 1-1/2" GRAVEL ASPHALTIC GROUT SOLID PAVING BRICK (TYPICAL) PRE-FORMED PLASTIC GASKETS PIPE ENCASED WITH MASTIC GATE VALVE STRAINER SOLID SLEEVE GATE VALVE MANHOLE RUNGS 12 INCHES O.C. FINISHED GRADE 2% SLOPE INSTALL LID 1/2" ABOVE FINAL GRADE ALUMINUM MANHOLE COVER AND RING WITH LID LOCK MORTAR OR LIFTING HOOK MASTIC FLOW BLOCK-OUT TO BE GROUTED 54" (MIN.) 6" (MAX.) 7" (MIN.) 16" (MAX.) GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED) 10" 30" 8" 8" (TYPICAL) ANCHOR RODS (TYP.) WITH PROTECTIVE 1" (MAX.) CONDUIT THROUGH INTO YOKEBOX VAULT OR PIT TOP 1/2" EMT OR PVC 3" (MAX.) AND REMOVABLE PLUG) YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP AMR POD (FORD YOKE BOX FINISHED GRADE BE 1/2" ABOVE TOP OF AMR LID TO 2' 3/4" ROCK FOR GRADE ADJUSTMENT (MAX.) (IF REQ'D) (TYP.) (TYP.) 66" (MAX.) 12" (TYP.) PRECAST OR CAST IN PLACE CONCRETE FOOTING (TYP.) PIPE 18" SUMP DIA. PERFORATED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 3 IN. AND 4 IN. WATER METERS (SIDE VIEW) 17B 4/11/11 COATING SERVICE LINE BY-PASS 30" 54" (MIN.) 8" 8" 10" 6" (MAX.) 12 INCHES MANHOLE O.RUNGS C. AND RING WITH LID LOCK ALUMINUM MANHOLE COVER MORTAR OR MASTIC PRE-CAST GRADE CONCRETE RINGS (IF PLASTIC GASKETS PRE-FORMED LIFTING HOOK REQUIRED) 3/4" TO 1-1/2" GRAVEL PRECAST OR CAST IN PLACE CONCRETE FOOTING (TYP.) (TYP.) 66" (MAX.) 12" (TYP.) REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 3 IN. AND 4 IN. WATER METERS (END VIEW) 17C 4/11/11 SANITARY SEWER BEDDING DETAIL NOT TO SCALE 200 SANITARY SEWER MANHOLE NOT TO SCALE 201 CONCRETE THRUST BLOCKS NOT TO SCALE 202 TYPICAL WATER SERVICE NOT TO SCALE 203 WATER BEDDING DETAIL NOT TO SCALE 204 3" WATER METER VAULT (PLAN VIEW) NOT TO SCALE 205 3" WATER METER VAULT (SIDE VIEW) NOT TO SCALE 206 3" WATER METER VAULT (END VIEW) NOT TO SCALE 207 FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C601 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION 02/17/15 STANDARD SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1601 DRAWING DATE: 4 Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. NOT TO SCALE 1:12 MAX 1:12 MAX SECTION A-A NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 4" Min. A Min. 4' A 6' Min. Stop Bar at traffic signals Sidewalk width shall conform to width requirements for the street classification Show street surface 3. Crosswalk to line up with ramp & Refuge Area. 4' Min. Flat Rest Area REVISION NO: 2 DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1608 URBAN AREA LARIMER COUNTY MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA CONSTRUCTION Minimum area of nose island 50 ft² q Truncated Dome Warning Detection (typ.) Lip FL Back of curb Right of Way Line 1:50 (max.) NOTE: 1. Concrete driveway shall be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Full Curb and Gutter, See Standard Drawing 701. X W X 1:12 (max.) SECTION A-A X = Curb Transition Length, Varies* W = Driveway Width (See Drawing Series 707) T = Concrete Thickness - 6" Residential, 8" Commercial. A A PERSPECTIVE Flowline Back of Walk N.T.S. LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 706.DRAWING 2 STREET STANDARDS URBAN AREA DATE: 02/17/15 STANDARD DRIVEWAY APPROACH ATTACHED WALK (TYPE II) Varies * Driveway Width Varies * W = Width Refer to Chapter 25 for minimum removal dimensions. Walk T ROW Varies NOT TO SCALE Attached Sidewalk Property Line Retaining Curb (Optional), 1" per ft. 1/4" per ft. See Drawing 1603 (TYP) 6" \A1;6" Attached Attached 1:12 (max.) 1:12 (max.) * Ramp length not to exceed 15'-0", slope must be uniform. See Note 3 See Note 2 See Note 3 See Note 2 1" per ft. 1:50 (max.) 1/4" per ft. 1:12 (max.) 1 2" min - 2" max T 2" Expansion Joint if driveway continues as concrete HANDICAP PARKING REQUIREMENTS NOT TO SCALE 105 Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" VAN ACCESSIBLE PARKING MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE OR 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE NO PARKING TYPICAL PAVEMENT MARKINGS $100 FINE ONE SIGN PER SPACE REQUIRED (R7-8) WITH VAN PLAGUE (R7-8P) AND $100 FINE PLAGUE $100 FINE $100 FINE ONE SIGN PER SPACE REQUIRED (R7-8) WITH $100 FINE PLAGUE ONE SIGN PER SPACE REQUIRED (R7-8) WITH $100 FINE PLAGUE FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS %%UNOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 STANDARD DRIVEWAY APPROACH (TYPE II) NOT TO SCALE 100 STANDARD SIDEWALK NOT TO SCALE 101 STANDARD PEDESTRIAN REFUGE AREA NOT TO SCALE 102 FIRE HYDRANT ASSEMBLY NOT TO SCALE 103 SIGN POST NOT TO SCALE 104 1 1 2" WATER METER VAULT (SIDE VIEW) NOT TO SCALE 106 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %%uGENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. %%UPLAN 48" DIA. VIEW BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 1 1 2" WATER METER VAULT (PLAN VIEW) NOT TO SCALE 107 FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C600 CONSTRUCTION DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 Transition back of walk (typ.) Broom finish Broom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varies * (max.) A A 5' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish BACK OF WALK / LANDING Retaining Curb (Optional) 12" (max.) (min.) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies * Detectable Warning REVISION NO: 2 DATE: 02/17/15 DRAWING STREET STANDARDS DRAWINGS 1603 URBAN AREA LARIMER COUNTY ACCESS RAMP DETAILS CONSTRUCTION NOT TO SCALE 1/4" per ft. 1" per ft. 1" per ft. 1" per ft. 1" per ft. On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed 02/17/15 TRUNCATED DOME WARNING FOR ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1607 DRAWING DATE: Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb FOC -Face of Curb -Flow line Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC NOT TO SCALE See Note 3 NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 707.DRAWING 1 STREET STANDARDS URBAN AREA DATE: 02/17/15 STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPE III) High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint NOT TO SCALE See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUTFALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" INFLOW CURB & GUTTER 1-1/2" 6" 1-1/2" TO PRIVATE CURB & GUTTER NOT TO SCALE 005 TRUNCATED DOME WARNING FOR ACCESS RAMPS NOT TO SCALE 007 STANDARD DRIVEWAY APPROACH (HIGH VOLUME TYPE III) NOT TO SCALE 001 VERTICAL CURB AND GUTTER (WITHIN ROW) NOT TO SCALE 003 SIDEWALK DETAIL NOT TO SCALE 004 ACCESS RAMP DETAILS NOT TO SCALE 008 OUTFALL CURB AND GUTTER (WITHIN ROW) NOT TO SCALE 011 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 6" 1 1/2"R. 2" R. 1-1/2" 4-1/2" 1-1/2" TO RETAINING CURB AT 326 WALNUT STREET NOT TO SCALE 009 PRESERVE & PROTECT BUILDING FOUNDATION 6" MIN. VARIES SEE GRADING PLAN CONCRETE SURFACE CONTINUED FROM ALLEY OR SIDEWALK MATCH TOP BACK OF CURB INTO EXISTING GROUND {NOTES: }1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "GEOTECHNICAL ENGINEERING REPORT: FRONT RANGE COLORADO HOSPITALITY PROJECT: 354 WALNUT STREET FORT COLLINS, COLORADO" DATED: JANUARY 20, 2015, AND ANY SUBSEQUENT ADDENDA PREPARED BY TERRACON CONSULTANTS, INC. 2.REFER TO LANDSCAPING PLANS FOR ADDITIONAL HARDSCAPE INFORMATION. 3.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. ASPHALT { }PAVEMENT{ SECTION} HEAVY DUTY PAVING 6" PORTLAND CEMENT APPROVED SUBGRADE 4" HOT BITUMINOUS PAVEMENT (S) APPROVED SUBGRADE \pxql;6" AGGREGATE BASE COURSE CONCRETE { }PAVEMENT{ PAVEMENT SECTIONS (PRIVATE AREAS OUTSIDE OR ROW) NOT TO SCALE 010 NOTE: \pxi-3,l3,t3;1.THE ASPHALT SURFACE SHALL BE SAWED TO FORM A PERPENDICULAR CLEAN JOINT AND A COATING OF BITUMINOUS MATERIALS (PRIME COAT) SHALL BE APPLIED TO THE JOINT PRIOR TO THE PROPOSED SURFACING OPERATION. SAWCUT LINE BEGIN FULL DEPTH ASPHALT \A1;1' (TYP.) VARIES (1' MIN.) SAWCUT DETAIL NOT TO SCALE 002 \A1;24" \A1;10" {\L24" EDGE RESTRAINT} \A1;3" CLR 4000 PSI CONCRETE PAVER EDGE RESTRAIN NOT TO SCALE 006 UD UD UD UD CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF 2 OS3 OS4 OS5 1b 1c 1a 1c 0.78 2 1.04 OS3 0.39 OS4 0.71 OS5 0.12 1a 0.03 1b 0.23 C.O. ST W W W F F F W CF CF CF CF CF CF CF CF CF CF OS2 OS2 0.25 LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 EXISTING RIGHT-OF-WAY/PROPERTY LINE WALNUT STREET (100' ROW) MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) JEFFERSON STREET (100' ROW) 20' WIDE ACCESS, UTILITY, AND DRAINAGE EASEMENT EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 326 WALNUT STREET 242 LINDEN STREET 252 LINDEN STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING PROPERTY LINE PROPOSED 30" VERTICAL CURB & GUTTER SECTION EXISTING TREES RETAINING WALL EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C501 EROSION CONTROL PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION EXISTING DRIVEWAY PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) LIMITS OF CONSTRUCTION APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED SIDEWALK A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac PROPOSED CONTOURS 80 79 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PRESERVE & PROTECT EXISTING BUILDING PROPOSED SIDEWALK HOTEL ENTRANCE AND DROP-OFF PROPOSED SIDEWALK PROPOSED SIDEWALK RD RD PROPOSED ROOF DRAIN RD NOTES: {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION OF OVERLOT GRADING. 5.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS1LBS/ACRE SLENDER WHEATGRASS2LBS/ACRE THICKSPIKE WHEATGRASS3LBS/ACRE WESTERN WHEATGRASS4LBS/ACRE TRITICALE10LBS/ACRE WINTER WHEAT5LBS/ACRE }6.REFER TO THE "FINAL DRAINAGE REPORT FOR DOWNTOWN HOTEL FORT COLLINS PARKING LOT ALTERNATIVE" BY NORTHERN ENGINEERING, DATED SEPTEMBER 23, 2015 FOR ADDITIONAL INFORMATION. 7.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 8.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 9.SEE SHEET C001 - GENERAL & CONSTRUCTION NOTES - OF THE UTILITY PLANS FOR ADDITIONAL EROSION CONTROL NOTES. {A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. } {M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. IP IP IP IP IP IP IP IP IP RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS INLET PROTECTION ROCK SOCK TEMPORARY BMP'S RS IP RS RS RS RS EROSION CONTROL NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TEMPORARY CHAIN LINK CONSTRUCTION FENCE WITH ROCK SOCK SEDIMENT CONTROL CF IP IP IP IP IP IP IP RD RS RS RS CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D ST ST C.O. MH MH T T X MH ST D ST 1c 0.78 2 1.04 OS3 0.39 OS5 0.12 OS1 0.43 OS2 0.25 1a 0.03 1b 0.23 OS4b 0.49 OS4a 0.31 2 OS3 OS4 OS5 OS1 OS2 1b 1a 1c FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 947-002 DATE: DECEMBER 2014 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 WALNUT STREET (100' ROW) MOUNTAIN AVENUE OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) JEFFERSON STREET (100' ROW) 20' WIDE ACCESS AND UTILITY EASEMENT EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 326 WALNUT STREET 242 LINDEN STREET 252 LINDEN STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING PROPERTY LINE ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C500 DRAINAGE PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION EXISTING DRIVEWAY LIMITS OF CONSTRUCTION LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE PROPOSED 30" VERTICAL CURB & GUTTER SECTION EXISTING TREES RETAINING WALL EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT NOTES: PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac PROPOSED CONTOURS 80 79 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PRESERVE & PROTECT EXISTING BUILDING PROPOSED RAIN GARDEN PROPOSED DOWNTOWN HOTEL PROPOSED PARKING GARAGE (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING - SEE NOTE 3) POTENTIAL FUTURE FLEX SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 3) POTENTIAL FUTURE FLEX SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 3) RETAIL SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 3) 77.18 TC 76.55 GRD 77.30 TC 77.50 TC 76.61 77.40 GRD 77.02 GRD 77.61 TBC 77.10 FL 7.9% 76.07 77.17 TBC 5:1 11:1 7:1 1.0% 1.8% UD UD UD UD UD UD UD UD UD UD (75.42) INV 2.0% 2.0% 2.0% 2.0% 75.90 FL 75.67 GRD 2.1% 1.8% 2.0% 7.0% 76.40 FL TBC:76.90 GRD:76.40 76.52 FL/HP TBC:77.02 GRD:76.52 TBC:76.88 GRD:76.38 TBC:76.56 GRD:76.06 76.38 FL 76.06 FL 2.2% 75.05 75.12 75.02 FL 75.10 FL 76.13 FL TBC:76.63 GRD:76.13 75.18 FL 76.28 FL TBC:76.78 GRD:76.27 74.98 75.12 74.96 FL 75.30 GRD 75.37 GRD TC:76.14 GRD:75.64 75.43 GRD 76.26 TC 76.36 TC 75.86 GRD 76.12 TC 76.05 TC 76.17 TC 2.0% 2.0% 75.94 FL 76.44 TBC 1.8% TBC:76.40 GRD:75.65 75.48 GRD 74.86 GRD 75.86 TC 75.93 TC 74.93 GRD 75.55 GRD 76.05 TC 4:1 4:1 4:1 4:1 9.4% 9:1 12:1 5:1 10:1 11.7% 9:1 1.0% 1.0% 0.5% 8:1 75.98 TC UD UD UD UD UD UD UD UD UD UD UD 5.4% 2.9% 2.1% 2.0% 5.2% 2.0% 77.60 TC 2.1% 76.93 FL 1.4% 76.75 FL 76.55 FL TBC/TC 77.60 TC/GRD 77.49 TC/GRD 77.40 TC/GRD 77.24 TC/GRD 77.29 TC/GRD 77.43 FL/TC 77.48 TC 77.48 TBC/GRD 76.89 GRD 77.14 GRD 77.43 TC 77.34 TC 77.05 GRD TBC:77.05 GRD:77.05 2.0% 76.34 76.33 76.33 76.47 76.31 FL 76.69 76.46 FL 76.54 FL 76.57 FL 77.12 TC 76.52 GRD 77.17 TC 76.58 GRD 8:1 8:1 8:1 6:1 7:1 6:1 8:1 9:1 9:1 8:1 2.4% 5.8% 2.2% 2.6% 2.2% 6.3% 1.5% 1.0% 1.0% 10:1 8:1 7:1 TBC:77.25 GRD:76.75 1.0% TBC:77.48 GRD:76.92 7:1 76.86 FL TBC:77.43 GRD:77.10 77.08 FL TBC:77.58 GRD:77.08 77.31 FL TBC:77.81 GRD:77.31 TBC:77.93 GRD:77.43 76.92 TC/GRD TBC:77.43 GRD:76.93 76.93 FL 8.0% ST ST ST ST ST ST UD UD UD UD 2.0% TBC:73.58 GRD:73.08 TBC:73.44 GRD:72.69 TC:73.36 GRD:72.86 TBC:73.47 GRD:73.16 TBC:73.35 GRD:72.60 2.1% 1.2% 1.0% 1.2% 1.2% 1.0% 5.0% 72.92 FL 73.14 FL/HP 73.09 FL 72.97 FL 73.08 FL 72.81 FL 72.89 FL 72.01 72.02 72.00 4:1 2.4% 5.3% 1.3% 4:1 5:1 5:1 72.85 FL 72.94 FL UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 73.44 FL 73.29 FL 73.53 FL 73.32 FL 73.51 FL 73.80 FL 73.44 FL/HP 73.78 FL 73.37 FL 73.19 FL 1.6% 2.0% 1.7% 2.0% TBC:74.30 GRD:73.80 TBC:74.27 GRD:73.77 TBC:74.01 GRD:73.26 TBC:73.94 GRD:73.44 TBC:74.01 GRD:73.53 TBC:74.01 GRD:73.42 TBC:73.83 GRD:73.30 TBC:73.79 GRD:73.04 TBC:73.69 GRD:73.19 TBC:73.87 GRD:73.35 73.86 FL/HP TBC:73.93 GRD:73.38 73.38 FL 72.26 FL 72.58 72.58 4:1 1.6% 5:1 4:1 3:1 4:1 72.40 72.40 72.40 72.40 5:1 5:1 4:1 5:1 5:1 4:1 4.3% 1.0% 0.8% 1.2% 2.1% 2.1% 2.4% 2.1% 0.6% 0.6% 1.8% 1.8% 2.1% 3.4% 3.4% ST ST ST ST ST ST ST ST ST ST ST ST ST ST UD UD UD UD UD UD UD UD UD 76.92 TC/GRD TBC:77.43 GRD:76.93 74.80 74.41 FL/HP 74.06 FL 74.30 FL 75.10 TBC/GRD 74.18 FL 1.2% 2.0% 2.0% 3.3% 4.3% 2.4% 2.1% 9.5% 74.60 FL 2.1% 2.1% 74.78 TBC:75.83 GRD:75.33 TBC:75.60 GRD:75.16 TBC:75.55 GRD:75.05 TBC:75.25 GRD:74.75 TBC:76.23 GRD:75.73 TBC:76.78 GRD:76.28 76.29 TC/GRD 75.64 TC/GRD TBC:74.80 GRD:74.30 74.34 FL TBC:74.84 GRD:74.34 TBC:74.68 GRD:73.93 TBC:74.56 GRD:74.06 76.28 FL 76.69 FL 75.73 FL 75.60 FL 74.53 75.40 FL 2.0% 2.0% 1.0% 7:1 6.3% 5:1 7:1 7:1 5:1 8.1% 6:1 8.1% 7:1 7.7% 2.6% 14.6% 74.44 FL 75.83 FL 75.05 FL 7.3% 7.1% 74.39 1.8% 5.8% 4.1% 8.0% 10.6% 73.22 5:1 5:1 5:1 6:1 4:1 1.0% 2.2% 2.2% 2.7% 2.2% 2.0% 8.6% 7.8% 3.2% 3.0% 3.2% 74.31 FL 75.30 GRD 75.57 TC 75.27 TC 74.99 GRD 76.17 TC/GRD 76.42 TC/GRD 76.60 TC/GRD 74.60 FL 74.75 FL TBC:75.90 GRD:75.15 \A1;2.0' 6" 6" 6" 3" 2" TOP BACK OF CURB TOP OF FINISH LANDSCAPING MATERIAL TO BE PLACED 3" BELOW FLOWLINE ONLY AT CURB CUTS. FLOWLINE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 6 FEET 6 6 12 18 ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C403 RAIN GARDEN GRADING {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION NORTH RAIN GARDEN ON WALNUT STREET 1"=6' RG1 WALNUT STREET (100' ROW) 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) HP - HIGH POINT LP - LOW POINT TP - TOP OF PAVER TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TS - TOP OF STEP BS - BOTTOM OF STEP TW - TOP OF WALL BW - BOTTOM OF WALL GRD - ELEVATION AT EXTERIOR WALL OR DOOR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN (SEE NOTE 9) UD LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 9 & 10) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 7) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 8) PROPOSED ROOF DRAIN RD PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 6.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 7.PRIVATE INFLOW CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 8.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC OUTFALL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 9.PROPOSED UNDERDRAIN SHALL ONLY BE PERFORATED WITHIN RAIN GARDENS AND SHALL TRANSITION INTO SOLID PIPE EVERYWHERE ELSE UNLESS OTHERWISE SPECIFIED. PROPOSED RAIN GARDEN/LID TREATMENT PROPOSED HOTEL PROPOSED SIDEWALK SOUTH RAIN GARDEN ON WALNUT STREET 1"=6' RG2 WALNUT STREET (100' ROW) PROPOSED HOTEL PROPOSED SIDEWALK PROPOSED WATER METER PROPOSED 9" THICKEN CONCRETE EDGE PROPOSED 6" THICKEN CONCRETE EDGE END 6" THICKEN CONCRETE EDGE PROPOSED TREE WELL (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED CONCRETE STEPS (RE: LANDSCAPE ARCHITECT) TRANSITION FROM 6" TO 9" THICKEN CONCRETE EDGE TRANSITION FROM 9" TO 6" THICKEN CONCRETE EDGE PROPOSED 6" THICKEN CONCRETE EDGE PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 75.94 GRATE ELEV = 76.94 INV OUT = 73.64 (6" PVC - SE) INV IN = 73.74 (6" PVC - NW) RAIN GARDEN DEPTH = 12" PROPOSED 12" THICKEN CONCRETE EDGE PROPOSED 6" THICKEN CONCRETE EDGE END 6" THICKEN CONCRETE EDGE PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED CONCRETE STEPS (RE: LANDSCAPE ARCHITECT) BEGIN 6" THICKEN CONCRETE EDGE TRANSITION FROM 6" TO 12" THICKEN CONCRETE EDGE PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 74.90 GRATE ELEV = 75.90 INV OUT = 72.60 (6" PVC - SE) INV IN = 72.70 (6" PVC - NW) RAIN GARDEN DEPTH = 12" PROPOSED 6" THICKEN CONCRETE EDGE PROPOSED PLANTER (RE: LANDSCAPE ARCHITECT - TYP.) EXISTING STORM SEWER INLET PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 76.22 GRATE ELEV = 77.05 INV OUT = 73.82 (6" PVC - S) INV IN = 74.02 (6" PVC - N) RAIN GARDEN DEPTH = 10" PROPOSED 18" NYLOPLAST INLET FINISH GROUND = 74.17 GRATE ELEV = 75.00 RAIN GARDEN DEPTH = 10" INV OUT = 69.50 (10" HDPE - SE) INV IN = 70.25 (8" HDPE - W) INV IN = 70.25 (10" HDPE - NW) INV IN = 71.97 (6" PVC - SW) PROPOSED SIDEWALK CHESTNUT STREET HOTEL ACCESS DRIVEWAY HOTEL ACCESS DRIVEWAY PROPOSED SIDEWALK PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 73.18 GRATE ELEV = 74.18 RAIN GARDEN DEPTH = 12" INV OUT = 70.98 (6" PVC - NE) INV IN = 71.08 (6" PVC - NW) INV IN = 71.08 (6" PVC - SE) PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 72.51 GRATE ELEV = 73.51 RAIN GARDEN DEPTH = 12" INV OUT = 70.17 (6" PVC - NE) INV IN = 70.27 (6" PVC - NW) INV IN = 70.27 (6" PVC - SW) INV IN = 70.27 (6" PVC - SE) PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 72.29 GRATE ELEV = 73.29 RAIN GARDEN DEPTH = 12" INV OUT = 69.65 (6" PVC - NE) INV IN = 69.75 (6" PVC - NW) INV IN = 69.75 (6" PVC - SW) INV IN = 69.75 (6" PVC - SE) PROPOSED 12" NYLOPLAST INLET FINISH GROUND = 71.90 GRATE ELEV = 72.90 RAIN GARDEN DEPTH = 12" INV OUT = 69.10 (PVC 6" - NW) INV IN = 69.20 (PVC 6" - SW) INV IN = 69.92 (PVC 6" - NE) WEST RAIN GARDEN ON CHESTNUT STREET 1"=6' RG4 RAIN GARDENS AT ENTRANCE TO PARKING GARAGE 1"=6' RG5 PARKING GARAGE ENTRANCE CHESTNUT STREET RAIN GARDENS AT OLD FIREHOUSE ALLEY ON CHESTNUT STREET 1"=6' RG6 OLD FIREHOUSE ALLEY CHESTNUT STREET PROPOSED 6" VERTICAL CURB RAIN GARDEN AT INTERSECTION OF CHESTNUT & JEFFERSON STREETS 1"=6' RG3 EXISTING STORM SEWER INLET PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 2' WIDE CURB CUT PROPOSED 2' WIDE CURB CUT PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 4 HAMDAN V-CUTS (SEE DETAIL) PROPOSED 6" VERTICAL CURB PROPOSED FIRE HYDRANT PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED 6" VERTICAL CURB PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED 6" VERTICAL CURB PROPOSED 6" VERTICAL CURB PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED OUTFALL CURB AND GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED 2' FIRE HYDRANT PROPOSED TRENCH DRAIN (SEE DETAIL) PROPOSED HOTEL PROPOSED 6" VERTICAL CURB PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED 6" VERTICAL CURB PROPOSED 6" VERTICAL CURB PROPOSED PLANTER (RE: LANDSCAPE ARCHITECT - TYP.) PROPOSED VERTICAL CURB AND GUTTER 3.2% 3.2% PROPOSED 6" THICKEN CONCRETE EDGE RD RD T T T T TYPICAL HAMDAN V-CUT NOT TO SCALE CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR G G E E E E E E E E E E E E E E E E E E E ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W CONTROL IRR VAULT ELEC W W W W W ST ST ST ST ST ST ST WV W W C ONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST ST D UD UD UD UD UD UD UD UD UD UD UD PR STORM MH D GRATE: 4976.83 N: 131102.91 E: 195641.04 INV IN: 4967.30 24" RCP INV IN: 4968.07 15" RCP INV IN: 4972.65 6" PVC INV IN: 4970.50 6" PVC INV OUT: 4967.30 24" RCP 67.37 LF 15" RCP @ 8.00% FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 947-002 DATE: DECEMBER 2014 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 WALNUT STREET ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C402 STORM SEWER D PLAN & PROFILE {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION PROPOSED SIDEWALK LEGEND: EXISTING STORM SEWER ST 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 4.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. NOTES: STORM SEWER D STORM SEWER PROFILE SCALE : 1" = 10' HORZ. 1" = 1' VERT. EXISTING STORM INLET GRATE: 4975.42 EX. INV OUT: 4973.46 12" RCP FINISH GROUND EXISTING GROUND PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED STORM INLET PROPOSED UNDERDRAIN UD PROPOSED RAIN GARDEN/LID TREATMENT INV. OUT 4973.46 CHESTNUT STREET MOUNTAIN STREET APPROXIMATE LOCATION & DEPTH OF EXISTING GAS FF:79.00 77.66 TBC 77.16 FL 77.36 FL TC:79.00 FF:79.00 TC:79.00 FF:79.00 77.36 FL 78.08 BS/FL TS:(78.91) BS:(78.52) 77.87 TBC 77.54 FL TW:79.35 BW:78.12 TC:78.25 FF:79.00 (78.57) 77.37 TBC UPPER FINISH FLOOR ELEV = 4979.00 GRD:78.75 FF:79.00 2.2% (77.48) FL 77.56 FL 78.21 FL (77.68) FL UPPER FINISH FLOOR TC:78.75 FF:79.00 TC:79.00 FF:79.00 1.1% (3.6%) 1.5% 0.7% 78.29 FL TC:78.75 FF:79.00 77.92 FL TBC:78.43 (78.43) TBC:78.46 (78.46) TBC:78.52 (78.52) TBC:78.60 (78.60) TC:78.62 FF:79.00 1.4% 78.41 FL TBC:78.42 (78.42) 78.23 FL TBC:78.69 (78.69) 2.0% 78.06 FL 0.7% TW:79.35 BW:78.14 2.1% 2.0% 2.0% TC:78.25 FF:79.00 78.11 2.1% 2.0% 77.97 FL 1.1% 2.0% 2.0% TW:79.35 TC:78.85 77.90 BS/BW 79.35 TW 78.85 TS/TC 78.85 TC TW:79.35 BW:77.55 TW:79.35 TC:78.85 TW:79.35 TC:78.88 77.75 BW 77.74 GRATE 77.75 GRATE X X X ELEC ELEC T E E E G 1.0% 3.0% 0.7% 2.2% 2.1% 3.8% 3.5% 5.6% 2.8% 3.7% 3.7% 4.4% 2.3% 2.6% 3.7% 3.9% 2.4% 4.3% (78.16) TS:78.90 BS:78.40 TC:79.00 FF:79.00 TS:78.90 BS:78.40 TC:78.00 UPPER FF:79.00 TC:77.75 77.75 TC (78.17) (77.88) (78.37) (78.31) (78.45) 78.00 FL TBC:(78.41) FL:77.53 TBC:(78.53) FL:77.85 UPPER FINISH FLOOR ELEV = 4979.00 (78.50) (78.54) 77.89 FL 4.9% 4.3% TC:78.75 FF:79.00 TC:78.50 FF:79.00 5.1% 4.5% TC:79.00 FF:79.00 77.75 FL TC:78.00 FF:79.00 2.3% 0.7% TC:78.75 FF:79.00 78.24 78.14 FL UPPER FINISH FLOOR ELEV = 4979.00 TC:78.75 FF:79.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 2.0% 2.0% LOWER FINISH FLOOR ELEV = 4978.00 77.75 TS 77.73 TC TS:77.75 FF:78.00 (78.49) (78.44) 78.32 FL 0.6% 0.6% 1.2% 3.7% 3.9% 1.8% TW:78.23 TC:78.00 77.21 TC 77.49 GRD 76.30 TC 5.9% 5.8% 4.6% 2.4% 2.0% 1.0% 6.5% 1.0% 2.0% 2.3% 5.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 76.94 TP 77.18 TP 77.02 TP 76.91 FL 77.06 FL 77.26 77.37 FL 76.47 76.18 FL 76.74 FL 76.06 FL 76.25 BS/TP 77.18 FL 2.0% 1.0% 1.0% 1.0% 76.50 TP 76.19 TP 76.50 TP TP/BS:76.25 FF:78.00 2.0% 5.1% 77.44 TBC 7.6% 77.52 TBC 77.68 TBC 77.00 TP 77.00 TP 77.00 TP 2.0% TBC:77.75 1.0% 2.0% 2.0% 2.3% 76.73 TP 2.0% 76.27 FL 76.51 FL 2.3% ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D ST ST ST ST ST UD UD UD UD 2.2% 2.1% 1.4% 6.8% 1.0% 1.2% 1.2% 2.4% 1.0% 4.3% 3.3% 3.2% 3.1% 2.8% 3.3% 3.5% 2.7% 3.7% 1.0% 2.0% 2.1% 4.5% 3.1% 1.0% 2.6% 2.6% 1.6% 0.8% (3.8%) (2.4%) (4.2%) (73.24) FL (72.73) FL 72.92 FL 73.14 FL/HP 73.09 FL 72.97 FL 73.17 FL 72.77 FL/HP (72.41) 72.48 FL (72.52) FL 72.86 FL 73.08 FL/HP (73.68) (73.17) (73.35) 73.65 73.50 73.08 FL 72.81 FL 73.23 (73.57) (73.55) (73.04) 73.83 FL/HP 73.83 FL/HP 73.62 FL/HP 73.27 FL/LP 72.92 (1.3%) 0.6% (1.5%) 1.4% 2.0% 73.47 FL 73.56 FL 73.60 FL (72.74) (73.44) UD UD UD UD UD UD UD UD 76.04 FL (75.42) FL/LP TC:78.00 FF:78.00 2.0% 2.0% 2.0% 5.7% 5.1% 5.1% 5.2% 3.8% 4.9% 77.81 TS TW:77.82 BW:76.26 TC:78.00 FF:78.00 TC:76.49 FF:78.00 76.23 BS 76.81 BS 77.81 TS 77.81 TS 77.81 TS BS/BW:76.81 TW:77.82 TC:76.37 FF:78.00 TC:76.31 FF:78.00 2.0% 2.0% 2.0% 76.18 BS/BW 4.1% 2.0% 2.3% 2.0% 2.0% 75.90 FL 75.90 FL 1.5% 1.5% 4.4% 3.8% 76.15 FL 76.69 TBC 3.8% 2.3% GRD:78.75 FF:78.00 GRD:78.75 FF:78.00 12.9% 13.4% 78.41 TBC 78.42 TBC 77.92 TC 77.91 TC 76.86 FL 77.36 TBC TC:77.89 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 TC:77.89 FF:78.00 77.84 TC 2.0% 2.0% 77.60 TC 2.1% 0.6% 1.9% 2.0% 76.70 FL LOWER FINISH FLOOR ELEV = 4978.00 77.79 TBC/TC 4.7% 77.72 TBC/TC 77.82 TC/TW TW:77.82 BW:76.19 TBC:77.72 FL:76.74 TBC:77.28 FL:76.78 3.0% 7.2% 77.88 TC UD UD UD GRD:77.75 FF:78.00 GRD:77.75 FF:78.00 GRD:77.75 FF:78.00 TC:77.75 FF:78.00 TC:77.69 FF:78.00 TC:77.12 FF:78.00 77.62 TBC 77.62 TBC TC:76.73 FF:78.00 76.55 BW 5.2% 13.1% 77.00 TW/GRD 77.00 TW/GRD 77.75 GRD/TW 13.1% 76.93 TS:77.80 FF:78.00 BS:75.30 FF:78.00 77.80 TS/BW 75.30 BS/BW 74.81 74.53 4.5% 76.93 3.5% 77.22 HP/FL 74.80 74.60 FL 2.0% 1.5% 2.0% 2.0% 1.0% 5.0% 1.9% 1.0% 2.0% 1.8% 2.0% 1.3% 2.0% 2.8% 3.3% 4.3% 3.5% LOWER FINISH FLOOR ELEV = 4978.00 2.0% 75.00 FL 75.40 BW 75.30 BW 74.90 2.1% 74.80 GRATE TC:79.00 FF:79.00 2.1% 3.2% TS:78.77 BS:78.26 TW:79.50 BW:78.21 TW:79.50 TC:79.00 TW:79.50 TW:79.50 BW:78.50 TS:78.85 BS:78.35 79.00 FF City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C401 GRADING DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION INTERSECTION OF SERVICE ACCESS AND WALNUT STREET 1" = 10' A C400 PROPOSED STORM SEWER PROPOSED TRENCH DRAIN MATCH GRADES INTO BOTTOM OF EXISTING CONCRETE STEP. PRESERVE & PROTECT EXISTING CONCRETE STEP. PRESERVE & PROTECT EXISTING STORM INLET AND MATCH FLOWLINE GRADE INTO EXISTING INLET RIM ELEV. = 4977.48 9-FT TRANSITION FROM 6" CURB/GUTTER TO 0" CURB/GUTTER BEGIN 8-FT TRANSITION FROM 6" CURB/GUTTER TO 0" CURB/GUTTER 0" VERTICAL CURB AT SOUTHEAST SIDE OF EX. INLET INSTALL RETAINING CURB AGAINST EXISTING BUILDING (SEE DETAIL 007 ON SHEET C600). PRESERVE AND PROTECT EXISTING BUILDING FOUNDATION. END RETAINING CURB MATCH INTO EXISTING SIDEWALK AT NEAREST CONCRETE JOINT BEGIN RETAINING CURB 20' WIDE DRIVEWAY SEE DETAIL 402 ON SHEET C604 PROPOSED WALL WITH WEEP HOLES (RE: LANDSCAPE ARCHITECT) LIMITS OF CONSTRUCTION PROPERTY LINE PRESERVE & PROTECT EXISTING TREE & TREE GRATE WALNUT STREET (100' ROW) 326 WALNUT STREET 326 WALNUT STREET PROPOSED TRANSFORMER PROPOSED 6" OUTFALL CURB PROPOSED GENERATOR (RE: MEP) PRESERVE & PROTECT EXISTING SWITCH GEAR EXISTING PROPERTY LINE LIMITS OF CONSTRUCTION PROPOSED VERTICAL CURB AROUND EXISTING TRANSFORMER PAD. MATCH TOP BACK OF CURB INTO EXISTING TOP OF PAD. PROPOSED 6" CONCRETE STEP (RE: ARCHITECT) B INTERSECTION OF SERVICE ACCESS AND OLD FIREHOUSE ALLEY C400 PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TRANSFRORMER SHAPE CURB AROUND EXISTING LIGHT POLE. PRESERVE AND PROTECT EXISTING LIGHT POLE EDGE OF ACCESS & UTILITY EASEMENT APPROXIMATE LOCATION OF DIVIDE BETWEEN UPPER AND LOWER FINISH FLOOR ELEVATIONS (RE: ARCHITECT) PRESERVE & PROTECT EXISTING FENCE PROPOSED STORM SEWER (SEE SHEET C300) RD 10" RCP ROOF DRAIN AT INVERT ELEVATION 4972.76. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) HP - HIGH POINT LP - LOW POINT TP - TOP OF PAVER TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TS - TOP OF STEP BS - BOTTOM OF STEP TW - TOP OF WALL BW - BOTTOM OF WALL GRD - ELEVATION AT EXTERIOR WALL OR DOOR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN UD LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 9 & 10) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 11) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 12) PROPOSED 2' WIDE CURB CUT C PROPOSED ROOF DRAIN RD EXISTING TRAFFIC LIGHT PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 11.PRIVATE INFLOW CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 12.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC OUTFALL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 13.PLEASE REFERENCE APPROVED BUILDING ARCHITECTURAL DRAWINGS BY 4240 FOR PROPOSED RETAIL FINISH FLOOR ELEVATIONS ALONG THE EAST SIDE OF THE HOTEL, THE WEST SIDE OF THE PARKING GARAGE, AND THE EAST SIDE OF THE PARKING GARAGE WHERE THE PROPOSED FINISH FLOOR ELEVATIONS DO NOT MEET THE MINIMUM 6-INCHES OF FREEBOARD FROM THE CITY'S 100-YEAR BASE FLOOD ELEVATION (BFE) AS DEPICTED ON THE APPROVED CIVIL DRAWINGS. AT THESE LOCATIONS THE BUILDING ARCHITECT 4240 WILL BE FLOOD PROOFING THE BUILDING. MATCH INTO EXISTING FLOWLINE MATCH INTO EXISTING FLOWLINE MATCH INTO EXISTING INLET PROPOSED VERTICAL CURB AND GUTTER PROPOSED VERTICAL CURB AND GUTTER PROPOSED VERTICAL CURB AND GUTTER MATCH INTO EXISTING INLET MATCH INTO EXISTING FLOWLINE PROPOSED VERTICAL CURB AND GUTTER MATCH INTO EXISTING MATCH INTO EXISTING JEFFERSON STREET CHESTNUT STREET INTERSECTION OF CHESTNUT AND JEFFERSON STREETS 1" = 10' C C400 PROPOSED OUTFALL CURB AND GUTTER SOUTH CORNER OF HOTEL 1" = 10' D C400 E EAST CORNER OF HOTEL C400 1" = 10' PROPOSED SEAT WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK EXISTING RIGHT-OF-WAY 10" RCP ROOF DRAIN AT INVERT ELEVATION 4971.00. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. PROPOSED PLANTER BOX (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED TRENCH DRAIN EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER (SEE SHEET C300) RD 1" = 10' PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB PROPOSED INLET (SEE SHEET C300) EDGE OF ACCESS & UTILITY EASEMENT PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED 5'x5' CONCRETE LANDING WITH 6" STEP (RE: ARCHITECT) PROPOSED WALL WITH WEEP HOLES (RE: LANDSCAPE ARCHITECT) PROPOSED WALL WITH WEEP HOLES (RE: LANDSCAPE ARCHITECT) PROPOSED 6" OUTFALL CURB PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED WALL (RE: LANDSCAPE ARCHITECT) MATCH INTO PROPOSED LOADING DOCK (RE: ARCHITECT) PROPOSED RAIN GARDEN/LID TREATMENT C C C C RAIN GARDEN (SEE SHEET C403 FOR GRADING) RAIN GARDEN (SEE SHEET C403 FOR GRADING) RAIN GARDEN (SEE SHEET C403 FOR GRADING) RAIN GARDEN (SEE SHEET C403 FOR GRADING) RAIN GARDEN (SEE SHEET C403 FOR GRADING) RETAIL SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 13) T T UTILITY EASEMENT 2.2% 2.0% 2.7% 2.9% 3.9% 2.2% 1.7% 2.2% 2.1% 2.9% 3.0% 11.3% 6.8% 2.4% 78.15 76.22 76.34 76.19 75.79 79.00 GRD 78.50 GRD 78.33 TC 76.28 TC 77.25 76.48 76.49 TC/FF 76.49 TC/FF 17.7% 77.60 FL 1.4% 5.3% 77.74 TC 77.11 TC 76.40 TC 77.97 FL 1.3% 2.8% 5.7% X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D VAULT ELEC ELEC ELEC D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G EE E LEC ELEC BRKR D BRKR ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D ELEC ST ST E LEC ELEC MH ST D T W E G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 100-YEAR BFE 4976.72 100-YEAR BFE: 4978.15 100-YEAR BFE: 4978.31 100-YEAR BFE 4974.35 100-YEAR BFE 4974.97 100-YEAR BFE 4975.16 100-Year BFE 4977.43 100-Year BFE 4977.11 0.7% GRD:77.75 FF:78.00 TC:78.00 FF:78.00 TC:78.75 FF:79.00 76.31 77.22 HP/FL 76.93 FL (77.10) 74.80 LOWER FINISH FLOOR ELEV = 4978.00 75.26 HP (77.48) FL 76.09 FL 76.52 HP/FL (76.55) (76.04) (74.78) 76.80 HP/FL 76.07 HP/FL 76.30 FL 76.57 FL (74.84) FL 75.38 FL 77.56 FL 78.21 FL 75.36 73.44 FL 73.29 FL 73.50 TC/FF 73.50 TC/FF 73.58 FL 73.28 FL 73.51 FL 73.85 FL 73.44 FL 73.78 FL 73.36 FL 73.19 FL 74.41 FL 74.06 FL 74.30 FL 74.31 FL 74.60 FL 74.18 FL (77.68) FL 78.14 FL UPPER FINISH FLOOR ELEV = 4979.00 TC:78.75 FF:79.00 75.84 FL 76.80 FL 73.73 FL TC:79.00 FF:79.00 77.31 1.5% 2.8% 2.0% 2.0% 2.0% 0.6% 1.0% 1.0% 2.1% 2.1% 1.0% 3.8% 2.0% 2.1% 3.6% 1.2% 0.7% 1.9% (1.0%) (0.6%) (1.0%) (1.0%) (2.7%) (1.3%) (1.8%) (0.7%) 1.2% (0.8%) 0.6% (1.9%) (1.5%) (1.7%) (0.9%) (0.8%) (0.5%) 1.0% 0.6% 3.7% 3.9% 3.1% 0.6% 3.0% 2.6% 2.5% (3.4%) 2.0% 2.2% 2.0% 1.4% 1.2% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.8% 2.0% 2.0% 2.0% 1.6% 2.0% 2.0% 1.0% 1.8% 0.7% 0.6% 0.8% 2.0% 1.2% 2.0% 2.0% 1.9% 1.1% 1.1% 3.4% 3.1% 2.9% 3.6% 1.1% (3.6%) 1.5% 0.7% 2.3% 1.3% 1.9% 2.0% 1.9% 2.8% 5.4% 2.9% 3.4% 3.3% 4.3% 3.1% 3.5% 3.0% 3.2% 2.3% TC:78.75 FF:79.00 TC:78.75 FF:79.00 (74.02) FL 74.58 FL TBC:77.24 FL:76.62 76.70 FL 76.82 FL 76.75 FL TC:77.39 FF:79.00 TC:76.93 FF:79.00 2.0% (75.06) TBC (75.32) TBC 74.33 FL (74.74) TBC 74.09 FL (74.20) TBC (74.09) TBC 79.00 TC 77.32 TC TC:76.87 FF:79.00 TC:76.87 FF:78.00 TW:79.35 BW:77.53 TC:76.81 FF:78.00 TC:76.77 FF:78.00 TC:76.63 FF:78.00 TC:77.04 FF:79.00 TC:77.17 FF:79.00 TC:77.29 FF:79.00 GRD:77.75 FF:78.00 GRD:77.75 FF:78.00 GRD:77.75 FF:78.00 GRD:77.75 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 TC:78.00 FF:78.00 2.0% 2.0% 77.73 TC 77.73 TC 5.0% 5.0% 76.52 FL 77.31 FL 2.2% 2.1% 3.7% 3.7% 3.0% 2.7% 78.35 FL/HP 0.6% 3.7% 1.4% 1.0% 2.4% 2.1% 77.97 FL 78.85 TC 74.75 GRD 3.0% 79.00 GRD 78.50 GRD 77.25 GRD 76.48 GRD 76.49 TC/FF 76.49 TC/FF 74.75 GRD 74.50 GRD 75.47 GRD 76.00 GRD 75.00 GRD 74.25 GRD 75.75 TC/FF 75.75 TC/FF 75.33 TC 76.00 GRD 77.21 TC 76.30 TC 5.9% 5.8% 4.6% 5.2% 9.5% 6.7% 5.1% 9.3% 5.4% 8.6% 8.6% 17.7% 74.30 GRD 5.3% 3.7% 73.85 76.06 FL 77.18 FL 2.0% 1.0% 1.0% 74.60 FL TW:78.23 BW:75.60 75.24 75.46 FL TW:78.23 BW:75.40 75.05 FL 2.1% 2.1% 1.2% 1.2% 2.0% 2.0% 2.0% 2.0% 2.0% 75.08 TBC:77.72 FL:76.74 TBC:77.28 FL:76.78 74.80 GRATE 74.80 GRATE 4.0% 74.48 GRD 76.15 GRD ST D D MH X X VAULT ELEC W W W W W ST ST ST ST 100-Year BFE 4973.71 VAULT ELEC T T (4.1%) (3.2%) City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) JEFFERSON STREET 20' WIDE ACCESS,UTILITY, AND DRAINAGE EASEMENT EXISTING RIGHT-OF-WAY EXISTING TRAFFIC LIGHT PROPOSED SIDEWALK STAIRS DECK SIDEWALK 326 WALNUT STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING PROPERTY LINE ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C400 GRADING PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} APPROXIMATE LOCATION OF DIVIDE BETWEEN UPPER AND LOWER FINISH FLOOR ELEVATIONS (RE: ARCHITECT) EXISTING STORM SEWER INLET RIM = 4975.42 INV OUT = 4973.46 (12" RCP) 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) HP - HIGH POINT LP - LOW POINT TP - TOP OF PAVER TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TS - TOP OF STEP BS - BOTTOM OF STEP TW - TOP OF WALL BW - BOTTOM OF WALL GRD - ELEVATION AT EXTERIOR WALL OR DOOR 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 11.PRIVATE INFLOW CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 12.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC OUTFALL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS). 13.SEE STORM SEWER PLAN AND PROFILE SHEETS FOR GRATE AND PROPOSED GROUND ELEVATIONS AT RAIN GARDEN DRAIN PIPES. 14.PLEASE REFERENCE APPROVED BUILDING ARCHITECTURAL DRAWINGS BY 4240 FOR PROPOSED RETAIL FINISH FLOOR ELEVATIONS ALONG THE EAST SIDE OF THE HOTEL, THE WEST SIDE OF THE PARKING GARAGE, AND THE EAST SIDE OF THE PARKING GARAGE WHERE THE PROPOSED FINISH FLOOR ELEVATIONS DO NOT MEET THE MINIMUM 6-INCHES OF FREEBOARD FROM THE CITY'S 100-YEAR BASE FLOOD ELEVATION (BFE) AS DEPICTED ON THE APPROVED CIVIL DRAWINGS. AT THESE LOCATIONS THE BUILDING ARCHITECT 4240 WILL BE FLOOD PROOFING THE BUILDING. 15.PROPOSED UNDERDRAIN SHALL ONLY BE PERFORATED WITHIN RAIN GARDENS AND SHALL TRANSITION INTO SOLID PIPE EVERYWHERE ELSE UNLESS OTHERWISE SPECIFIED. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 REVIEW SET NOT FOR CONSTRUCTION PROPOSED STORM SEWER (SEE SHEET C300) CONNECT TO EXISTING STORM MANHOLE (SEE SHEET C300) HOTEL ENTRANCE AND DROP-OFF EXISTING DRIVEWAY PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK LIMITS OF CONSTRUCTION PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK N48°32'24"W 200.00' N41°36'48"E 189.82' S48°33'48"E 199.98' S41°35'18"W 189.93' N48°33'48"W 249.90' N41°37'05"E 190.00' S48°32'51"E 249.80' S41°36'30"W 189.90' PROPOSED SIDEWALK EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED TRENCH DRAIN EXISTING RIGHT-OF-WAY PROPOSED TRENCH DRAIN EXISTING PROPERTY LINE WALNUT STREET (100' ROW) PRESERVE & PROTECT EXISTING TREE (TYP.) PROPOSED STORM SEWER MANHOLE (SEE SHEET C300 FOR DETAILS) PROPOSED SANITARY SEWER MANHOLE (SEE SHEET C300 FOR DETAILS) STAIRS STAIRS EXISTING SIDEWALK EXISTING EXISTING DRIVEWAY DRIVEWAY EXISTING SIDEWALK & DRIVEWAY PROPOSED STORM SEWER MATCH INTO EXISTING TOP BACK OF CURB MATCH INTO EXISTING TOP BACK OF CURB MATCH INTO EXISTING TOP BACK OF CURB MATCH INTO EXISTING MATCH TOP BACK OF CURB INTO EXISTING SIDEWALK EXISTING TRANSFORMER PROPOSED CURB AROUND TRANSFORMER PADS PROPOSED TRANSFORMER PROPOSED GENERATOR (RE: MEP) PROPOSED LANDSCAPING BEDS (RE: LANDSCAPE ARCHITECT) SEE DETAIL A ON SHEET C401 SEE DETAIL B ON SHEET C401 PROPOSED STORM INLET PROPOSED UNDERDRAIN (SEE NOTE 15) UD MATCH INTO EXISTING MATCH INTO EXISTING MATCH INTO EXISTING RD RD 10" RCP ROOF DRAIN AT INVERT ELEVATION 4972.80. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. PROPOSED STORM SEWER (SEE SHEET C300) 242 LINDEN STREET 252 LINDEN STREET PRESERVE & PROTECT EXISTING CONCRETE STEPS AND PATIO LEGEND: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R REVIEW SET NOT FOR CONSTRUCTION EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 9 & 10) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 11) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 12) PROPOSED 2' WIDE CURB CUT C PROPOSED ROOF DRAIN RD EXISTING TRAFFIC LIGHT PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) SEE DETAIL C ON SHEET C401 REPLACE EXISTING CURB & GUTTER AT MIN. FLOWLINE OF 0.5% AND VARIABLE CURB HEIGHT (SEE PROFILE ON SHEET C203) 0.5% 0.5% 0.5% EXISTING RIGHT-OF-WAY MATCH INTO EXISTING EXISTING UNIMPROVED EXISTING PARKING LOT PARKING LOT EDGE OF EXISTING CONCRETE PAD PROPOSED RIBBON CURB (RE: LANDSCAPE ARCHITECT) SEE DETAIL D ON SHEET C401 SEE DETAIL E ON SHEET C401 PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) GRADE BREAK PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB PROPOSED FLUSH CURB C C C C C C C C PROPOSED PARKING GARAGE (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING - SEE NOTE 14) PROPOSED RAIN GARDEN/LID TREATMENT POTENTIAL FUTURE FLEX SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 14) NOTES: PROPOSED AREA STORM INLET PROPOSED STORM SEWER PROPOSED 30" OUTFALL CURB AND CUTTER (SEE DETAIL) BEGIN VARIABLE CURB HEIGHT END VARIABLE CURB HEIGHT 3' WIDE EMERGENCY ACCESS & ACCESS EASEMENT UTILITY EASEMENT EDGE OF ACCESS AND DRAINAGE EASEMENT (VARIABLE WIDTH) DRAINAGE EASEMENT C C C POTENTIAL FUTURE FLEX SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 14) RETAIL SPACE (SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS - SEE NOTE 14) CONTRACTOR SHALL CONSTRUCT VARIABLE CURB HEIGHT AT THIS LOCATION (SEE TREE CROSS SECTION DETAILS AND NOTES ON SHEET C606) PROPOSED HANDICAP RAMP TRUNCATED DOMES PROPOSED TRENCH DRAIN T T UTILITY EASEMENT PROPOSED RETAINING WALL WITH WEEP HOLES (RE: LANDSCAPE ARCHITECT) G G T T T T T T T T T T T T D D E E E E E E E E E H2O VAULT ELEC VAULT ELEC D MH H Y D H2O X X X X C S V AULT ELEC W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T D D E E E E E E E E E H 2O VAULT ELEC VAULT ELEC D MH H Y D H2O X X X X C S VAULT ELEC W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST 6" F 6" F 6" F 6" F 6" F UD UD UD UD UD SS T T T T S E E E E E CTV CTV CTV CTV CTV SS T T T T S E E E E E CTV CTV CTV CTV CTV SS SS City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C301 UTILITY DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET PROPOSED UNDERGROUND ELECTRIC E PROPOSED GAS LINE G PROPOSED 8" SANITARY SEWER SS PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D CONTROL IRR EXISTING FIBER OPTICS FO EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. 10.ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 13.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 14.CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES NOTES: PROPOSED CABLE TELEVISION CTV PROPOSED STORM SEWER LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION TIE INTO EXISTING 16" WATER MAIN WITH 16"x6" TAPPING SADDLE, THRUST BLOCK, AND 6" GATE VALVE. CONNECT TO 16" WATER MAIN PER CITY STANDARDS AND REGULATIONS (SEE DETAIL 203 ON SHEET C602) EXISTING 16" WATER MAIN (APPROXIMATE LOCATION CONTRACTOR TO FIELD VERIFY) EXISTING DRIVEWAY PROPOSED 1 1 2" WATER METER AND VAULT INSTALL 1 1 2" WATER SERVICE. SEE PLUMBING PLANS FOR CONTINUATION INSTALL 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION PROPOSED PARKING GARAGE PROPOSED SIDEWALK PROPOSED SIDEWALK LIMITS OF CONSTRUCTION EXISTING 12" STORM SEWER (APPROXIMATE LOCATION CONTRACTOR TO FIELD VERIFY) JEFFERSON STREET 1" = 10' A WATER AND FIRE CONNECTIONS FOR PARKING GARAGE C300 1" = 10' B UTILITY CONNECTIONS AT INTERSECTION OF CHESTNUT AND JEFFERSON STREETS C300 TIE INTO EXISTING 16" WATER MAIN WITH 16"x6" TAPPING SADDLE, THRUST BLOCK, AND 6" GATE VALVE. EX. STORM SEWER MH RIM=4973.53 INV NW=4966.10 (30" RCP) INV NE=4963.82 (24" RCP) INV SE=4966.39 (12" RCP) INV SW=4963.95 (24" RCP) EXISTING STORM INLET RIM=4972.52 INV W=4969.23 (12" RCP) EXISTING STORM INLET RIM=4972.40 INV NW=4967.58 (12" RCP) INV E=4968.65 (12" RCP) CONNECT TO EXISTING STORM INLET (CORE AND SEAL) EXISTING GRATE: 4973.85 N: 131401.84 E: 195858.20 PROPOSED INV IN: 4968.25 12" HDPE (NW) PROPOSED INV IN: 4969.0 6" PVC (SE) EX. INV IN: 4967.00 30" RCP (N) EX. INV OUT: 4967.00 30" RCP (SE) EXISTING STORM INLET RIM: 4973.30 EX. INV OUT: 4969.58 30" RCP (S) EXISTING 30" STORM SEWER EXISTING 24" STORM SEWER EXISTING 12" STORM SEWER EXISTING 12" STORM SEWER EXISTING 30" STORM SEWER 46.21 LF 15" RCP STORM SEWER @ 1.0% EXISTING 24" STORM SEWER PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED PARKING GARAGE JEFFERSON STREET EXISTING 16" WATER MAIN (APPROXIMATE LOCATION CONTRACTOR TO FIELD VERIFY) PROPOSED FIRE HYDRANT LIMITS OF CONSTRUCTION EX. STORM SEWER MH RIM=4973.43 INV NW=4965.34 (12" RCP) INV NE=4963.23 (24" RCP) INV SW=4963.29 (24" RCP) CHESTNUT STREET EXISTING 24" STORM SEWER RD 12" HDPE ROOF DRAIN AT INVERT ELEV 4968.60. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. 31.4 LF OF 12" HDPE STORM SEWER @ 1.0% EX. SANITARY SEWER MH RIM=4977.73 PR. INV NE=4970.08 (6" PVC - SEAL EX. HOLE) EX. INV SE=4969.75 (8" PVC) FUTURE GREASE INTERCEPTOR. SEE APPROVED MECHANICAL/PLUMBING DRAWINGS FOR DETAILS. PROPOSED 6" PVC 45° SANITARY SEWER BEND AT INVERT ELEVATION 4970.11. PROPOSED 6" PVC 45° SANITARY SEWER BEND AT INVERT ELEVATION 4970.35. OLD FIREHOUSE ALLEY LIMITS OF CONSTRUCTION PROPOSED SIDEWALK PROPOSED PARKING GARAGE 1" = 10' C GREASE INTERCEPTOR FOR PARKING GARAGE C300 EXISTING PROPERTY LINE EXISTING PROPERTY LINE CONTRACTOR SHALL STUB AND PLUG A 6" PVC SANITARY SEWER SERVICE AT 1% MINIMUM FOR FUTURE GREASE INTERCEPTOR. PROPOSED 6" PVC SANITARY SEWER STUB AT INVERT ELEVATION 4970.37. EXISTING 12" STORM SEWER (APPROXIMATE LOCATION CONTRACTOR TO FIELD VERIFY) PROPOSED UNDERDRAIN UD PROPOSED STORM SEWER MANHOLE RIM = 4975.45 PRPSD. INV SW = 4970.50 (15" RCP) EX. INV NW = 4970.29 (12" CLAY) EX. INV SE = 4970.29 (12" CLAY) PROPOSED STORM SEWER AREA INLET GRATE = 4975.74 INV NE = 4970.96 (15" RCP) CONNECT PROPOSED UNDERDRAIN INTO EXISTING INLET AT INVERT 4971.50 (CORE AND SEAL). PROPOSED 1.5" DOMESTIC WATER SERVICE 1.5" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED 3" DOMESTIC WATER SERVICE 3" W ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T D S VAULT ELEC ELEC ELEC S S S WV S D WV TRAFFIC VAULT VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR G G E E ELEC ELEC BRKR BRKR E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E SS D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D W W W W W W W W W W W W W W ELEC W W ST ST G G G G G G G G G C S W E LEC ELEC MH CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST D X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T D S VAULT ELEC ELEC ELEC S S S WV S D WV TRAFFIC VAULT VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR G G E E ELEC ELEC BRKR BRKR E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E SS D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D W W W W W W W W W W W W W W ELEC W W ST ST G G G G G G G G G C S W E LEC ELEC MH CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST D SS T W E G 6" F C G G G G G G G G G G SS T T G G G G G G 6" F 6" F 6" F 6" F 6" F 6" F 3" W 3" W 3" W C UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 12.9' 11.8' 5.0' S ELEC T T S ELEC T T City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE JEFFERSON STREET PROPOSED HYDRANT EXISTING DRIVEWAY EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 326 WALNUT STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING DRIVEWAY EXISTING SIDEWALK EXISTING PROPERTY LINE ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C300 UTILITY PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION WALNUT STREET (100' ROW) OLD FIREHOUSE ALLEY (20' ROW) EX. 8" WATER EX. 8" SANITARY SEWER EX. 10" WATER EX. 12" SANITARY SEWER EX. 8" SAN. SEWER EX. 6" SANITARY SEWER CONNECT TO EX. TELEPHONE PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT TO EXISTING GAS EXISTING 42" STORM SEWER PROPOSED 3" WATER METER AND VAULT PROPOSED SANITARY SEWER MANHOLE RIM = 4975.88 INV SW = 4969.28 (8" PVC) INV NE = 4969.28 (8" PVC) EX. INV NW = 4969.08 (8" PVC) EX. INV NE = 4969.08 (8" PVC) E 20' WIDE ACCESS ,UTILITY, DRAINAGE EASEMENT EX. 6" GAS MAIN PROPOSED UNDERGROUND ELECTRIC E PROPOSED GAS LINE G PROPOSED 8" SANITARY SEWER SS PROPOSED 1.5" DOMESTIC WATER SERVICE 1.5" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D CONTROL IRR EXISTING FIBER OPTICS FO EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. 10.ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 13.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 14.CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES NOTES: REVIEW SET NOT FOR CONSTRUCTION PROPOSED TRENCH DRAIN (SEE DETAIL) PRESERVE & PROTECT EXISTING STORM INLET RIM ELEV. = 4977.48 OUTLET PIPE GOES STRAIGHT DOWN PROPOSED CABLE TELEVISION CTV 66.82 LF OF 8" HDPE STORM SEWER @ 1.0% CONNECT TO EX. MH @ INVERT ELEV. 4971.71 (CORE & SEAL) PROPOSED TRENCH DRAIN (SEE DETAIL) HOTEL ENTRANCE AND DROP-OFF CHESTNUT STREET (100' ROW) LIMITS OF CONSTRUCTION PROPOSED 10' WIDE SIDEWALK PROPOSED 11.6' WIDE SIDEWALK PROPOSED 10' WIDE SIDEWALK PROPOSED 10' WIDE SIDEWALK PROPOSED 11.6' WIDE SIDEWALK PROPOSED 15' WIDE SIDEWALK N48°32'24"W 200.00' N41°36'48"E 189.82' S48°33'48"E 199.98' S41°35'18"W 189.93' N48°33'48"W 249.90' N41°37'05"E 190.00' S48°32'51"E 249.80' PROPOSED 13' WIDE SIDEWALK PROPOSED 16' WIDE SIDEWALK S41°36'30"W 189.90' INSTALL 8" PVC SANITARY SEWER SERVICE AT INVERT 4969.52 AND MINIMUM 1% SLOPE. SEE PLUMBING PLANS FOR CONTINUATION EX. 24" STORM SEWER EX. 8" SANITARY SEWER EX. SANITARY SEWER MH RIM=4975.28 INV NW=4968.28 (8" PVC) INV E=4968.55 (8" PVC) INV SW=4968.18 (8" PVC) EX. SANITARY SEWER MH RIM=4978.82 INV SE=4973.42 (4" PVC) INV SE=4972.37 (8" PVC) INV S=4972.49 (8" PVC) INV W=4971.87 (8" PVC) CONNECT PROPOSED STORM SEWER MANHOLE TO EXISTING STORM SEWER (CORE & SEAL) RIM = 4975.45 PRPSD. INV NW = 4968.63 (10" RCP) EX. INV SW = 4965.92 (24" RCP) EX. INV NE = 4965.92 (24" RCP) EX. 8" SANITARY SEWER EX. 8" WATER EX. 24" STORM SEWER 5 6 8 7 9 10 8" HDPE ROOF DRAIN AT INVERT ELEVATION 4971.00 AND 3% SLOPE. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. PRESERVE & PROTECT EXISTING TREE (TYP.) 1 2 1 3 3 4 PROPOSED 45° HORIZONTAL BEND WITH THRUST BLOCK INSTALL 90° BEND WITH THRUST BLOCK EX. 30" STORM SEWER EX. 8" WATER PROPOSED STORM SEWER EXISTING TRANSFORMER AND SWITCHING GEAR PROPOSED TRANSFORMER PROPOSED GENERATOR (RE: MEP) BUILDING COLUMN (TYP. - RE: ARCHITECT) PROPOSED DOWNTOWN HOTEL PROPOSED PARKING GARAGE CONNECT TO EX. ELECTRIC MAIN PER FORT COLLINS STANDARDS & REGULATIONS RELOCATED CABLE PEDESTAL AND REPLACE CABLE (NORTH AND SOUTH) INTO PEDESTAL PER COMCAST'S STANDARDS & REGULATIONS. RD RD 29.13 LF OF 10" HDPE STORM SEWER @ 3.0% 40.68 LF OF 8" HDPE ROOF DRAIN @ 1.0% 8" HDPE ROOF DRAIN AT INVERT ELEVATION 4972.80. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. 8" HDPE 90° BEND AT INVERT ELEV 4972.76 30.45 LT OF 8" HDPE STORM SEWER @ 2.5% 242 LINDEN STREET 252 LINDEN STREET PRESERVE & PROTECT EXISTING CONCRETE STEPS AND PATIO COORDINATE WITH CITY (SEE NOTE 14). 65.64 LF OF 15" RCP STORM SEWER @ 8.0% PROPOSED STORM SEWER MANHOLE RIM = 4975.45 PRPSD. INV W = 4968.07 (15" RCP) PRPSD. INV W = 4970.50 (6" PVC) PRPSD. INV N = 4972.65 (6" PVC) EX. INV SW = 4967.30 (24" RCP) EX. INV NE = 4967.30 (24" RCP) PROPOSED 18" DIAMETER NYLOPLAST INLET GRATE = 4975.00 FINISH GROUND = 4974.17 INV W = 4970.25 (8" HDPE) INV NW = 4970.25 (10" HDPE) INV SW = 4971.97 (6" PVC) INV SE = 4969.50 (10" HDPE) DRY UTILITY NOTES KEY NOTES: 1 TIE INTO EXISTING 8" WATER MAIN WITH 8"x6" TAPPING SADDLE, THRUST BLOCK, & 6" GATE VALVE. (SEE DETAIL ON SHEET C602) TIE INTO EXISTING 8" WATER MAIN WITH 8"x4" TAPPING SADDLE, THRUST BLOCK, 4" GATE VALVE, & 4"X3" REDUCER (SEE DETAIL ON SHEET C602) \pxt2;PRESERVE AND PROTECT EXISTING TRAFFIC LIGHT INCLUDING VAULTS. \pxt2;PRESERVE AND PROTECT EX. ELECTRIC MAIN LINES INCLUDING PEDESTALS, TRANSFORMERS, VAULTS, AND SWITCHING GEAR. EXISTING SANITARY SEWER MANHOLE. RIM=4976.87 INV NE=4967.10 (8" CLAY) INV E=4966.57 (12" CLAY) INV W=4966.90 (12" CLAY) 2 3 4 5 EXISTING SANITARY SEWER MANHOLE. RIM=4976.50 INV NW=4967.68 (8" PVC) INV SE=4967.49 (8" PVC) 6 7 INSTALL TELECOMMUNICATION SERVICE (RE: ELECTRICAL PLANS) 12 13 EX. 6" STORM SEWER, 12" STORM SEWER, AND 6" SANITARY SEWER PASS THROUGH SANITARY SEWER MANHOLE. RIM = 4978.44 INV NW = 4969.58 (6" CLAY-SANITARY SEWER) INV SE = 4969.52 (6" CLAY-SANITARY SEWER) TOP NE = 4973.69 (6" CLAY-STORM SEWER) TOP SW = 4972.49 (12" CLAY-STORM SEWER) 8 EXISTING STORM SEWER MANHOLE. RIM = 4978.28 EX. INV SE = 4971.71 (18" CLAY) EX. INV SW = 4971.68 (36" CLAY) EX. INV NW = 4971.67 ( 36" CLAY) PROPOSED INV NE = 4971.71 (8" HDPE) 9 EXISTING STORM SEWER INLET RIM = 4975.42 INV OUT = 4973.46 (PROPOSED 15" RCP STORM) 10 12 INSTALL GAS SERVICE PER UTILITY COMPANY'S STANDARDS AND REGULATIONS. (RE: MECHANICAL PLANS) 13 INSTALL ELECTRIC SERVICE PER UTILITY COMPANY'S STANDARDS AND REGULATIONS. (RE: ELECTRICAL PLANS) EXISTING STORM SEWER MANHOLE. RIM=4976.81 INV NW=4969.99 (15" RCP) INV NNW=4968.14 (18" CLAY) INV S=4968.49 (42" CLAY) INV W=4968.30 (24" CLAY) 12 13 INSTALL TELECOMMUNICATION SERVICE (RE: ELECTRICAL PLANS) T T 14 PROPOSED BOLLARDS 14 PROPOSED TELECOMMUNICATIONS 6'x12' AREA FOR COMCAST AND/OR CENTURLINK FOR VAULTS, PEDESTALS, POWER SUPPLIES, AND HAND HOLES 11 PROPOSED GREASE INTERCEPTOR. SEE APPROVED MECHANICAL/PLUMBING DRAWINGS FOR PROPOSED SANITARY SEWER INLET/OUTLET PIPE INVERT ELEVATIONS AND ROUTINGS. 11 ss INSTALL 3" WATER SERVICE. SEE PLUMBING PLANS FOR CONTINUATION INSTALL 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION POTENTIAL FUTURE FLEX SPACE POTENTIAL FUTURE FLEX SPACE RELOCATED CABLE AMPLIFIER AND REPLACE CABLE (NORTH AND SOUTH) INTO AMPLIFIER PER COMCAST'S STANDARDS & REGULATIONS. 1.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2.PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM MAIN AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL AND/OR VAULT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3.ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. 6.XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7.IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING DRIVEWAY SEE DETAIL A ON SHEET C301 SEE DETAIL B ON SHEET C301 RD 8" HDPE 90° BEND AT INVERT ELEV 4972.43 3.00 WIDE EMERGENCY ACCESS & ACCESS EASEMENT UTILITY EASEMENT ACCESS AND DRAINAGE EASEMENT (VARIABLE WIDTH) DRAINAGE EASEMENT SEE DETAIL C ON SHEET C301 PROPOSED UNDERDRAIN UD 26.79 LF OF 10" HDPE STORM SEWER @ 2.9% INSTALL 8" PVC SANITARY SEWER SERVICE AT INVERT 4969.43 AND MINIMUM 1%. SEE PLUMBING PLANS FOR CONTINUATION PROPOSED 3" DOMESTIC WATER SERVICE 3" W MINIMUM 4' BETWEEN EXISTING GAS MAIN & UNDERDRAIN (TYP.) CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF EXISTING GAS. CONTRACTOR TO CONTACT ENGINEER IF THERE IS A CONFLICT BETWEEN EXISTING GAS, PROPOSED UNDERDRAIN, AND PROPOSED STORM SEWER. UTILITY EASEMENT PVI ELEV = 4977.89 PVI STA = 13+15.32 PVI ELEV = 4978.19 (-1.86%) (-3.13%) -1.80% -8.33% 2.00% 1.20% 2.00% 1.03% 2.30% 1.45% 2.05% 1.74% 1.00% 1.00% P-Strt-Chestnut-SEFL 4970 4975 4980 4970 4975 4980 9+75 10+00 11+00 12+00 12+25 PVI STA = 10+00.00 PVI ELEV = 4974.84 PVI STA = 11+57.75 PVI ELEV = 4974.05 5.8" 4.5" 4.3" 5.3" 4.0" 5.5" 7.3" 3.9" 6.8" -0.50% TRAFFIC VAULT VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR G G CONTROL IRR CONTROL IRR LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C203 OLD FIREHOUSE ALLEY & CHESTNUT CURB PLAN & PROFILES {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} 1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 4.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 5.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 6.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 7.PRIVATE VERTICAL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 8.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC OUTFALL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) NOTES: REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) PROPOSED SIDEWALK 326 WALNUT STREET 242 LINDEN STREET PROPOSED TRANSFORMER PROPOSED LANDSCAPING BEDS (RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) PROPOSED GENERATOR (RE: MEP) EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE EXISTING TRANSFORMER PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOLLARDS (TYP.) CONCRETE STEP (RE: ARCHITECT) PROPOSED PROPOSED SIDEWALK SIDEWALK PROPOSED DOWNTOWN HOTEL PROPOSED PARKING GARAGE FLOWLINE/CENTERLINE OLD FIREHOUSE ALLEY SCALE : 1" = 20' HORIZ. 1" = 2' VERTICAL FLOWLINE OF ALLEY EXISTING GROUND MATCH INTO EXISTING MATCH INTO EXISTING GRADE PROPOSED RIBBON CURB (RE: LANDSCAPE ARCHITECT) PROPOSED TRENCH DRAIN PROPOSED RIBBON CURB (RE: LANDSCAPE ARCHITECT) EDGE OF EXISTING CONCRETE PAD EXISTING UNIMPROVED PARKING LOT SOUTHEAST FLOWLINE CHESTNUT STREET SCALE : 1" = 20' HORIZ. 1" = 2' VERTICAL OLD FIREHOUSE ALLEY FLOWLINE/CENTERLINE (SEE PROFILE ON THIS SHEET) PRESERVE & PROTECT EXISTING SIDEWALK 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE PRESERVE & PROTECT EXISTING TREES (TYP.) SAWCUT GUTTER AND MATCH INTO EXISTING FLOWLINE AND TOP BACK OF CURB MOUNTAIN AVENUE HOTEL ENTRANCE AND DROP-OFF MATCH INTO EXISTING FLOWLINE EXISTING TOP BACK OF CURB EXISTING FLOWLINE PROPOSED FLOWLINE MATCH TOP BACK OF CURB INTO EXISTING SIDEWALK REPLACE EXISTING CURB & GUTTER AT MIN. FLOWLINE OF 0.5% AND VARIABLE CURB HEIGHT (SEE CHESTNUT STREET SE FLOWLINE PROFILE ON THIS SHEET) MATCH INTO EXISTING GRADE PROPOSED CURB HEIGHT POTENTIAL FUTURE FLEX SPACE PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 5 & 6) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 7) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 8) PROPOSED ROOF DRAIN RD EXISTING TRAFFIC LIGHT PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) PROPOSED RAIN GARDEN/LID TREATMENT RD 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 1+00 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 1+50 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 2+00 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 2+50 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 3+00 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 3+50 4970 4972 4976 4970 4972 4976 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 4+00 4970 4972 4976 4970 4972 4976 -40 -20 0 20 40 PROPOSED CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 0+00 4972 4976 4980 4972 4976 4980 -40 -20 0 20 40 4976.9 4976.89 4976.1 4976.06 4975.8 4975.84 4975.4 4975.44 4975.0 4974.96 4974.6 4974.59 4974.2 4974.17 4973.7 4973.70 FINISH GROUND EXISTING GROUND FINISH GROUND EXISTING GROUND FINISH GROUND EXISTING GROUND FINISH GROUND EXISTING GROUND EXISTING GROUND FINISH GROUND FINISH GROUND EXISTING GROUND FINISH GROUND EXISTING GROUND EXISTING GROUND FINISH GROUND EXISTING GROUND PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED CURB AND GUTTER 2.12% -2.19% -2.40% -0.15% 2.00%1.55% 3.50% 3.64% -2.00% -2.93% 2.00% 3.00% -2.98% -4.88% (-4.05%) (-3.63%) (-4.47%) (-1.60%) (-1.52%) -2.12% -2.93% -4.72% -2.00% 9.99% -12.93% -2.47% 2.06% -0.67% 2.00% -2.00% -2.01% -2.01% 7.06% 1.35% -2.00% (-1.86%) (0.50%) LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 WALNUT STREET (100' ROW) MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL HOTEL ENTRANCE AND DROP-OFF OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) JEFFERSON STREET (100' ROW) PROPOSED PARKING GARAGE PRESERVE & PROTECT EXISTING SIDEWALK EXISTING DRIVEWAY EXISTING RIGHT-OF-WAY PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) RAMP STAIRS 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING DRIVEWAY EXISTING SIDEWALK & DRIVEWAY ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C202 CHESTNUT STREET CROSS-SECTIONS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} STAIRS 1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 4.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 5.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 6.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 7.PRIVATE VERTICAL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 8.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC OUTFALL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) NOTES: REVIEW SET NOT FOR CONSTRUCTION PROPOSED SIDEWALK REVIEW SET NOT FOR CONSTRUCTION LIMITS OF CONSTRUCTION PROPOSED SIDEWALK EXISTING TREE (TYP.) PROPOSED PLANTERS (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED SEAT WALL (TYP. - RE: LANDSCAPE ARCHITECT) EXISTING RIGHT-OF-WAY PROPOSED SIDEWALK EXISTING TRAFFIC LIGHT PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED PLANTER BOXES EXISTING RIGHT-OF-WAY (RE: LANDSCAPE ARCHITECT) RD PROPOSED VERTICAL CURB AND GUTTER WITH VARIABLE CURB HEIGHT (SEE SHEET C203) PRESERVE & PROTECT EXISTING TREES (TYP.) PROPOSED SIDEWALK PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 5 & 6) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 7) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 8) PROPOSED ROOF DRAIN RD EXISTING TRAFFIC LIGHT PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) PROPOSED RAIN GARDEN/LID TREATMENT RD CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C201 ROADWAY DETAILS {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION 10 1" = 10' B INTERSECTION OF JEFFERSON & CHESTNUT C200 5' 3.30'' 2 1 2 4 3 2 EXISTING DRIVEWAY 130 CHESTNUT STREET JEFFERSON STREET (100' ROW) CHESTNUT STREET (100' ROW) PROPOSED 12' WIDE SIDEWALK 11' WIDE EX. SOUTHEAST BOUND TRAVEL LANE 11' WIDE EX. SOUTHEAST BOUND TRAVEL LANE PROPOSED OUTFALL CURB AND GUTTER 3' FL RADIUS 3' FL RADIUS 40' FL RADIUS 6.5' FL RADIUS PROPOSED VERTICAL CURB 5' FL RADIUS 25' FL RADIUS 5' FL RADIUS PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) PRESERVE AND PROTECT EXISTING INLET MATCH VERTICAL CURB AND GUTTER INTO EXISTING CURB AND DRIVEWAY MATCH INTO EXISTING SIDEWALK AT NEAREST CONCRETE JOINT (SEE NOTE 16) PROPOSED VERTICAL CURB & GUTTER 23' FL RADIUS 5' FL RADIUS PROPOSED VERTICAL CURB AND GUTTER PROPOSED VERTICAL CURB AND GUTER MATCH INTO EXISTING PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) 1" = 10' A RIGHT TURN LANES AT INTERSECTION OF MOUNTAIN, WALNUT & CHESTNUT C200 4 4 4 6 6 7 8 8 9 12 12 PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) 10 EXISTING TREE (TYP.) 89' FL RADIUS 5' FL RADIUS 20' FL RADIUS 5' FL RADIUS 5' FL RADIUS 50' FL RADIUS EXISTING TRAFFIC LIGHT PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) EXISTING CROSSWALK (TYP.) PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) PROPOSED PLANTERS (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED 12' WIDE SIDEWALK 5' FL RADIUS 20' FL RADIUS 15' FL RADIUS MATCH INTO EXISTING AT NEAREST CONCRETE JOINT (SEE NOTE 16) MATCH INTO EXISTING AT NEAREST CONCRETE JOINT (SEE NOTE 16) MATCH INTO EXISTING CURB AND GUTTER AT NEAREST CONCRETE JOINT (SEE NOTE 16) MATCH INTO EXISTING CURB AND GUTTER AT NEAREST CONCRETE JOINT (SEE NOTE 16) MATCH HANDICAP RAMP INTO FLOWLINE OF EXISTING GUTTER SAWCUT GUTTER AND MATCH INTO EXISTING FLOWLINE AND TOP BACK OF CURB MATCH INTO EXISTING CURB AND GUTTER AT NEAREST CONCRETE JOINT (SEE NOTE 16) PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE 300 E MOUNTAIN AVENUE 30' FL RADIUS 74' FL RADIUS 130.5' FL RADIUS PROPOSED VERTICAL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED 2' WIDE CONCRETE CHASE 5 5.25' FL RADIUS 5.5' FL RADIUS 5' FL RADIUS PRESERVE AND PROTECT EXISTING INLET PRESERVE AND PROTECT EXISTING INLET RAMP PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PRESERVE AND PROTECT EXISTING INLET WALNUT STREET (100' ROW) MOUNTAIN AVENUE PROPOSED 30" OUTFALL CURB AND CUTTER (SEE DETAIL) PAINT CURB RED FROM "NO PARKING SIGN" TO CORNER. SEE SHEET C200 FOR LOCATION OF "NO PARKING SIGN". STRIPING AND SIGNAGE LEGEND: 1 PROPOSED 4" SOLID WHITE LINE 2 PROPOSED 4" DOUBLE YELLOW LINE 3 PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS 4 PROPOSED RIGHT TURN ARROW MARKING 7 PROPOSED "STOP" (R1-1) SIGN 5 6 PROPOSED CROSSWALK (18"x12') 8 11 12 PROPOSED PEDESTRIAN CROSSING (W11-2) SIGN 13 PROPOSED "OLD FIREHOUSE ALLEY" & "CHESTNUT STREET" STREET SIGNS LEGEND: T T 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, ETC. SHALL BE PREFORMED THERMO-PLASTIC APPLICATIONS. 8.EPOXY APPLICATORS SHALL BE APPLIED AS SPECIFIED IN THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF STRIPING AND MARKING. 10.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 11.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 12.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 13.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 14.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 15.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 16.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 17.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 18.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 19.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 20.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 21.PRIVATE INFLOW CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 22.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES NOTES: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 947-002 DATE: DECEMBER 2014 REVIEW SET NOT FOR CONSTRUCTION 14 HANDICAPPED PARKING SIGN (R7-8) WITH VAN ACCESSIBLE PLAGUE (R7-8P) AND $100 FINE PLAGUE 15 DOUBLE OBJECT MARKER (OM-3C) 15 40' FL RADIUS T 113.5' FL RADIUS 3.0' FL RADIUS 5' FL RADIUS PRESERVE & PROTECT EXISTING TREES PROPOSED CONCRETE STEPS WITH 3 (THREE) 7" RISERS AND 2 (TWO) 1' TREADS. ELEVATION OF BOTTOM RISER VARIES. (SEE GRADING PLAN. SEE NOTE 5.) PROPOSED 6" OUTFALL CURB EXISTING RIGHT OF WAY PROPOSED "JEFFERSON STREET" & "CHESTNUT STREET" STREET SIGNS 7 11' WIDE EX. SOUTHEAST BOUND TRAVEL LANE 15.6' WIDE EX. SOUTHEAST BOUND TRAVEL LANE PRESERVE AND PROTECT EXISTING INLET 13 PROPOSED 2' WIDE CURB CUT PROPOSED 2' WIDE CURB CUT PROPOSED FIRE HYDRANT PROPOSED STORM INLET (SEE RAIN GARDEN DETAILS) PROPOSED 6" VERTICAL CURB PROPOSED 2' WIDE CURB CUT PROPOSED 6" VERTICAL CURB PROPOSED 6" VERTICAL CURB PROPOSED SEAT WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED STORM INLET (SEE RAIN GARDEN DETAILS) PROPOSED 2' WIDE CURB CUT PROPOSED 6" VERTICAL CURB PROPOSED STORM INLET (SEE RAIN GARDEN DETAILS) T 15 EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 19 & 20) PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 21) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 22) PROPOSED ROOF DRAIN RD EXISTING TRAFFIC LIGHT PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) PROPOSED RAIN GARDEN/LID TREATMENT PROPOSED HANDICAP RAMP TRUNCATED DOMES 16 16 PROPOSED "DO NOT ENTER" (R5-1) SIGN FACING TOWARDS NORTHWEST BOUND TRAFFIC ON JEFFERSON STREET. 17 PROPOSED LEFT TURN PROHIBITED (R3-2) SIGN FACING TOWARDS TRAFFIC ON CHESTNUT STREET. 17 PROPOSED LEFT TURN PROHIBITED (R3-2) SIGN FACING TOWARDS NORTHWEST BOUND TRAFFIC ON JEFFERSON STREET. 10 PROPOSED "KEEP RIGHT" (R4-7) SIGN 9 PROPOSED "NO PARKING ANYTIME" (R7-1) SIGN WITH ARROW POINTING TOWARDS THE LEFT D VAULT ELEC ELEC ELEC D TRAFFIC VAULT VAULT ELEC VAULT ELEC G G E E E LEC ELEC BRKR BRKR D D ELEC ELEC ELEC MH D T W G 24.0' 39' (±) 19.0' TYP. 9.0' TYP. 24.0' 0.7' 0.7' 2.6' 2.6' 0.5' 0.5' 22.1' 20.8' 27.2' 14.6' NORTHING: 131250.09 EASTING: 195438.54 (PROPERTY CORNER) NORTHING: 131392.00 EASTING: 195564.60 (PROPERTY CORNER) NORTHING: 131416.68 EASTING: 195853.86 (PROPERTY CORNER) NORTHING: 131274.62 EASTING: 195727.79 (PROPERTY CORNER) NORTHING: 131259.65 EASTING: 195714.53 (PROPERTY CORNER) NORTHING: 131237.11 EASTING: 195467.96 (OUTSIDE FACE OF WALL) NORTHING: 131368.43 EASTING: 195573.26 (OUTSIDE FACE OF WALL) NORTHING: 131254.63 EASTING: 195698.13 (OUTSIDE FACE OF WALL) NORTHING: 131117.67 EASTING: 195588.43 (PROPERTY CORNER) NORTHING: 131131.36 EASTING: 195593.52 (OUTSIDE FACE OF WALL) NORTHING: 131130.48 EASTING: 195579.38 (OUTSIDE FACE OF WALL) 8.0' 8.0' 8.0' 19.0' TYP. 19' TYP. 9.0' TYP. 172' 188' NORTHING: 131456.31 EASTING: 195562.77 (OUTSIDE FACE OF WALL) NORTHING: 131433.73 EASTING: 195560.39 (OUTSIDE FACE OF WALL) NORTHING: 131564.80 EASTING: 195679.82 (OUTSIDE FACE OF WALL) NORTHING: 131547.15 EASTING: 195642.95 (OUTSIDE FACE OF WALL) NORTHING: 131424.68 EASTING: 195835.08 (OUTSIDE FACE OF WALL) NORTHING: 131399.96 EASTING: 195835.38 (OUTSIDE FACE OF WALL) NORTHING: 131287.32 EASTING: 195738.52 (OUTSIDE FACE OF WALL) NORTHING: 131304.15 EASTING: 195701.52 (OUTSIDE FACE OF WALL) 6.4' 2.7' 4.75' 4.75' 0.3' 0.3' 4.2' 0.4' 185' 242' LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 947-002 DATE: DECEMBER 2014 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} C200 HORIZONTAL CONTROL PLAN 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, ETC. SHALL BE PREFORMED THERMO-PLASTIC APPLICATIONS. 8.EPOXY APPLICATORS SHALL BE APPLIED AS SPECIFIED IN THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF STRIPING AND MARKING. 10.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 11.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 12.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 13.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 14.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 15.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 16.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 17.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 18.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 19.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 20.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY TERRACON CONSULTANTS AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 21.PRIVATE INFLOW CURB AND GUTTER SHALL BE 18-INCHES AND PUBLIC VERTICAL CURB AND GUTTER SHALL BE 30-INCHES. (SEE DETAILS) 22.PRIVATE OUTFALL CURB AND GUTTER SHALL BE 18-INCHES NOTES: REVIEW SET NOT FOR CONSTRUCTION WALNUT STREET (100' ROW) MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL HOTEL ENTRANCE AND DROP-OFF OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) JEFFERSON STREET (100' ROW) PROPOSED PARKING GARAGE 20' WIDE ACCESS, UTILITY, AND DRAINAGE EASEMENT PRESERVE & PROTECT EXISTING SIDEWALK EXISTING DRIVEWAY PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) RAMP STAIRS DECK PROPOSED 8' WIDE WALK 326 WALNUT STREET 242 LINDEN STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING DRIVEWAY EXISTING SIDEWALK & DRIVEWAY PROPOSED 11.6' WIDE SIDEWALK 15' FL RADIUS 5' FL RADIUS 5' FL RADIUS 5' FL RADIUS PROPOSED 10' WIDE SIDEWALK PROPOSED 11.6' WIDE SIDEWALK PROPOSED 13' ± WIDE SIDEWALK PROPOSED 12' WIDE SIDEWALK N48°32'24"W 200.00' N41°36'48"E 189.82' S48°33'48"E 199.98' S41°35'18"W 189.93' N48°33'48"W 249.90' N41°37'05"E 190.00' S48°32'51"E 249.80' 252 LINDEN STREET 1 2 1 2 1 11 REVIEW SET NOT FOR CONSTRUCTION LIMITS OF CONSTRUCTION PROPOSED 14.5' PROPOSED 12' WIDE SIDEWALK WIDE SIDEWALK S41°36'30"W 189.90' 3 SEE DETAIL B ON SHEET C201 PROPOSED TRANSFORMER EXISTING RIGHT-OF-WAY PROPOSED LANDSCAPING BEDS (RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) PROPOSED TREE GRATE (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED GENERATOR (RE: MEP) PROPOSED HYDRANT EXISTING TREE (TYP.) 7' FL RADIUS 30' FL RADIUS 5' FL RADIUS 20' FL RADIUS 15' FL RADIUS 20' FL RADIUS 30' FL RADIUS 5' FL RADIUS EXISTING RIGHT-OF-WAY PROPOSED PLANTERS (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED SEAT WALL (TYP. - RE: LANDSCAPE ARCHITECT) 15' FL RADIUS 15' FL RADIUS EXISTING PROPERTY LINE EXISTING TRANSFORMER EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED 10' WIDE SIDEWALK EXISTING TRAFFIC LIGHT PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES (TYP.) STRIPING AND SIGNAGE LEGEND: 1 PROPOSED 4" SOLID WHITE LINE 2 PROPOSED 4" DOUBLE YELLOW LINE 3 PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS 4 PROPOSED RIGHT TURN ARROW MARKING 7 PROPOSED "STOP" (R1-1) SIGN 10 PROPOSED "KEEP RIGHT" (R4-7) SIGN EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTES 19 & 20) MATCH INTO EXISTING SIDEWALK AT NEAREST CONCRETE JOINT (SEE NOTE 16) MATCH INTO BOTTOM OF EXISTING STEP 5 6 PROPOSED CROSSWALK (18"x12') 8 9 11 12 PROPOSED PEDESTRIAN CROSSING (W11-2) SIGN SEE DETAIL A ON SHEET C201 PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) EXISTING RIGHT-OF-WAY PROPOSED VERTICAL CURB AND GUTTER SECTION (SEE NOTE 21) EXISTING TREES PROPOSED RETAINING WALL PROPOSED OUTFALL CURB AND GUTTER SECTION (SEE NOTE 22) PROPOSED ROOF DRAIN RD RD RD PROPOSED BOLLARDS PRESERVE & PROTECT EXISTING CONCRETE STEPS AND PATIO 13 PAINT CURB RED FROM "NO PARKING SIGN" TO CORNER 13 EXISTING TRAFFIC LIGHT 10' WIDE STANDARD DRIVEWAY SEE DETAIL 402 ON SHEET C604 25' WIDE HIGH-VOL. DRIVEWAY. (SEE DETAIL) PROPOSED "NO PARKING ANYTIME" (R7-1) SIGN WITH ARROW POINTING TOWARDS THE LEFT PROPOSED "OLD FIREHOUSE ALLEY" & "CHESTNUT STREET" STREET SIGNS PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL CURB T PROPOSED 2' WIDE PAVER EDGE RESTRAINT (SEE DETAIL ON SHEET C600) 9 14 HANDICAPPED PARKING SIGN (R7-8) WITH VAN ACCESSIBLE PLAGUE (R7-8P) AND $100 FINE PLAGUE 14 15 DOUBLE OBJECT MARKER (OM-3C) 3 1 PROPOSED VERTICAL CURB AND GUTTER WITH VARIABLE CURB HEIGHT (SEE SHEET C203) PRESERVE & PROTECT EXISTING TREES (TYP.) CONCRETE STEP (RE: ARCHITECT) CONCRETE RIBBON CURB (RE: LANDSCAPE ARCHITECT) CONCRETE RIBBON CURB (RE: LANDSCAPE ARCHITECT) PROPOSED CONCRETE STEPS WITH 3 (THREE) 6" RISERS AND 2 (TWO) 1' TREADS. (SEE NOTE 5.) PROPOSED FLUSH CONCRETE RIBBON CURB AT BASE OF STEPS. (RE: LANDSCAPE ARCHITECT) PROPOSED CONCRETE STEPS WITH 5 (FIVE) 6" RISERS AND 4 (FOUR) 1' TREADS. (SEE NOTE 5.) EXISTING PARKING LOT EXISTING UNIMPROVED PARKING LOT EDGE OF EXISTING CONCRETE PAD PRESERVE & PROTECT EXISTING METAL STAIR CASE 7 PROPOSED "JEFFERSON STREET" & "CHESTNUT STREET" STREET SIGNS RAMP PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED 6" OUTFALL CURB PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB PROPOSED 6" OUTFALL CURB EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY POTENTIAL FUTURE FLEX SPACE POTENTIAL FUTURE FLEX SPACE MATCH CONCRETE RIBBON CURB TO EXISTING CONCRETE PAD (RE: LANDSCAPE ARCHITECT) REPLACE EXISTING DRIVEWAY PER DETAIL 402 ON C604 MATCH INTO EXISTING AT NEAREST CONCRETE JOINT (SEE NOTE 16) PROPOSED CONCRETE STEPS WITH 2 (TWO) 6" RISERS AND 1 (ONE) 1' TREAD. ELEVATION OF BOTTOM RISER VARIES. (SEE GRADING PLAN FOR ELEVATIONS. SEE NOTE 5.) PROPOSED RAIN GARDEN/LID TREATMENT PROPOSED 6" VERTICAL CURB PROPOSED LID TREE WELL (TYP.) 3' WIDE EMERGENCY ACCESS & ACCESS EASEMENT UTILITY EASEMENT ACCESS AND DRAINAGE EASEMENT (VARIABLE WIDTH) DRAINAGE EASEMENT PROPOSED 2' WIDE CURB CUT (TYP.) PROPOSED 2' WIDE CURB CUT (TYP.) 3' FL RADIUS PROPOSED VERTICAL CURB (SEE GRADING PLAN) RD PROPOSED HANDICAP RAMP TRUNCATED DOMES PROPOSED TRENCH DRAIN T T PROPOSED OUTFALL CURB & GUTTER PROPOSED 6" VERTICAL CURB UTILITY EASEMENT PROPOSED LEFT TURN PROHIBITED (R3-2) SIGN FACING TOWARDS TRAFFIC ON CHESTNUT STREET. 16 PROPOSED "DO NOT ENTER" (R5-1) SIGN FACING TOWARDS NORTHWEST BOUND TRAFFIC ON JEFFERSON STREET. 17 PROPOSED LEFT TURN PROHIBITED (R3-2) SIGN FACING TOWARDS NORTHWEST BOUND TRAFFIC ON JEFFERSON STREET. ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T C S VAULT ELEC D S VAULT ELEC ELEC ELEC S C S C S MH V.P. G W ELEC T T G S S WV S D WV VAULT ELEC C S W TRAFFIC VAULT VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELEC W CONTROL IRR M G G E E E LEC ELEC BRKR BRKR ELEC E ELEC BRKR G C S D FTN C.O. C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E OHE SS SS D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST D W W W W W W W W W W W W W W W ST ST ELEC W W ST ST G G G G G G G G G C S W T E LEC ELEC MH CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST D W ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PB & TREE PB PB PB PB & TREE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 HOTEL & PARKING GARAGE OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 HOTEL DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C100 EXISTING CONDITIONS & DEMOLITION PLAN {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR REMOVE EXISTING TREES EXISTING FIBER OPTICS FO EXISTING GAS G REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT EXISTING TELEPHONE T SAWCUT LINE ST EXISTING UNDERGROUND ELECTRIC E CTV REMOVE EXISTING STORM SEWER REMOVE EXISTING CABLE TELEVISION ST REMOVE EXISTING TELEPHONE T REMOVE EXISTING UNDERGROUND ELECTRIC E REMOVE EXISTING OVERHEAD ELECTRIC OHE OHE REMOVE EXISTING GAS G REMOVE EXISTING WATER W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING BUILDING REMOVE SANITARY SEWER / / / / / / / / / / / / / / / / SS / / / / / / / / / / / / / / / / / REMOVE EXISTING STRUCTURE / / / / / / / / / / APPROXIMATE LIMITS OF CONSTRUCTION FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 947-002 DATE: DECEMBER 2014 WALNUT STREET (100' ROW) MOUNTAIN AVENUE OLD FIREHOUSE ALLEY (20' RIGHT-OF-WAY) CHESTNUT STREET (100' ROW) JEFFERSON STREET (100' ROW) EXISTING SIDEWALK PRESERVE & PROTECT EXISTING SIDEWALK EXISTING DRIVEWAY PRESERVE & PROTECT EXISTING TRANSFORMER AND ELECTRICAL SWITCH GEAR EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 326 WALNUT STREET 300 E MOUNTAIN AVENUE 314 E MOUNTAIN AVENUE 130 CHESTNUT STREET EXISTING DRIVEWAY EXISTING SIDEWALK & DRIVEWAY EXISTING SIDEWALK EXISTING PROPERTY LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 5.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 6.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH APPROVED LANDSCAPE DRAWINGS. 7.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 11.CONTRACTOR TO COORDINATE REMOVAL OF EXISTING WATER SERVICES WITH CITY OF FORT COLLINS UTILITIES FIELD OPERATIONS AT (970) 416-2165. 12.CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES REGARDING SANITARY SEWER MANHOLE WITH CITY OF FORT COLLINS WATER FIELD OPERATIONS (970) 221-6700. NOTES: EXISTING SIDEWALK REMOVE EXISTING GAS METER & SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE AND PLUG WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS (SEE NOTE 11). REMOVE ELECTRIC SERVICE PER CITY OF FORT COLLINS SPECIFICATIONS RELOCATE CABLE AND AMPLIFIER PER UTILITY COMPANY'S SPECIFICATIONS REMOVE GAS METER PER UTILITY COMPANY'S SPECIFICATIONS REMOVE TELEPHONE SERVICE AND PEDESTAL PER UTILITY COMPANY'S SPECIFICATIONS REMOVE GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE TRANSFORMER PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE ELECTRIC METER, BREAKER, TRANSFORMER, AND ELECTRIC SERVICES PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE AND PLUG WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS (SEE NOTE 11). REMOVE CURB STOP (TYP.) REMOVE STORM SEWER INLET REMOVE STORM SEWER INLET EX. 30" STORM SEWER EX. 8" WATER EX. 8" SANITARY SEWER EX. 24" STORM SEWER EX. 8" SANITARY SEWER EX. 10" WATER EX. 12" SANITARY SEWER EX. 8" SAN. SEWER EX. 8" SANITARY SEWER EX. 6" SANITARY SEWER REMOVE EX. 12" STORM SEWER EX. 6" GAS MAIN EX. 8" WATER PRESERVE & PROTECT EXISTING TREE EXISTING PROPERTY LINE REMOVE STORM SEWER INLET REMOVE EXISTING STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM ELEV. = 4977.48 OUTLET PIPE GOES STRAIGHT DOWN REMOVE BOLLARD (TYP.) REMOVE LIGHT POLE (TYP.) REMOVE SIGN (TYP.) REMOVE EXISTING WALL REMOVE EXISITNG 12" STORM SEWER REMOVE EXISTING 12" STORM SEWER REMOVE EXISTING FOUNTAIN REMOVE TREES (TYP.) PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREES RELOCATE EXISTING ELECTRIC VAULT PER UTILITY COMPANY'S STANDARDS & REGULATIONS RELOCATE EX. MAILBOX RELOCATE IRRIGATION METER, VAULT, VALVES, & CONTROLS PER LANDSCAPING PLAN (RE: LANDSCAPE ARCHITECT) REMOVE GAS METER & SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE EXISTING WALL REMOVE PLANTER BOX (TYP) REMOVE PLANTER BOX & TREE (TYP) REMOVE EXISTING ROOF DRAIN (TYP.) REMOVE SANITARY SERVICE. USE EXISTING HOLE IN MANHOLE FOR PROPOSED SANITARY SEWER SERVICE (SEE UTILITY PLAN) REMOVE POLE, BOLLARDS, & PEDESTALS REMOVE ASPHALT PARKING LOT REMOVE EXISTING ASPHALT EXISTING DRIVEWAY SAWCUT AND REMOVE EXISTING ASPHALT AND CONCRETE EXISTING 24" STORM SEWER PRESERVE & PROTECT EXISTING 12" STORM SEWER PRESERVE & PROTECT EXISTING 30" STORM SEWER PRESERVE & PROTECT EX. STORM SEWER MH RIM=4973.53 INV NW=4966.10 (30" RCP) INV NE=4963.82 (24" RCP) INV SE=4966.39 (12" RCP) INV SW=4963.95 (24" RCP) PRESERVE & PROTECT EXISTING 12" STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM=4972.52 INV W=4969.23 (12" RCP) PRESERVE & PROTECT EXISTING STORM INLET RIM=4972.40 INV NW=4967.58 (12" RCP) INV E=4968.65 (12" RCP) PRESERVE & PROTECT EXISTING STORM INLET RIM=4973.85 INV SE=4967.00 (30" RCP) EXISTING 30" STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM=4973.30 INV S=4969.58 (30" RCP) EX. SANITARY SEWER MH RIM=4975.28 INV NW=4968.28 (8" PVC) INV E=4968.55 (8" PVC) INV SW=4968.18 (8" PVC) EX. SANITARY SEWER MH RIM=4977.73 INV NE=4970.08 (2-4" PVC) INV SE=4969.75 (8" PVC) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM=4978.82 INV SE=4973.42 (4" PVC) INV SE=4972.37 (8" PVC) INV S=4972.49 (8" PVC) INV W=4971.87 (8" PVC) 1 KEY NOTES: 1 \pxt2;PRESERVE AND PROTECT EXISTING TREE. \pxt2;REMOVE EXISTING TREE. \pxt2;PRESERVE AND PROTECT EXISTING TRAFFIC LIGHT INCLUDING VAULTS. \pxt2;PRESERVE AND PROTECT EX. ELECTRIC MAIN LINES INCLUDING PEDESTALS, TRANSFORMERS, VAULTS, AND SWITCHING GEAR. PRESERVE AND PROTECT EXISTING SANITARY SEWER MANHOLE. RIM=4976.87 INV NE=4967.10 (8" CLAY) INV E=4966.57 (12" CLAY) INV W=4966.90 (12" CLAY) 2 3 4 5 1 2 2 3 3 1 2 4 5 6 PRESERVE AND PROTECT EXISTING SANITARY SEWER MANHOLE. RIM=4976.50 INV NW=4967.68 (8" PVC) INV SE=4967.49 (8" PVC) 6 8 7 9 EXISTING STORM SEWER MANHOLE. RIM = 4978.28 INV SE = 4971.71 (18" CLAY) INV SW = 4971.68 (36" RCP) INV NW = 4971.67 (36" RCP) 9 PRESERVE AND PROTECT EXISTING STORM SEWER INLET RIM = 4975.42 10 INV OUT = 4973.46 (12" RCP) 10 11 REMOVE EXISTING STORM SEWER MANHOLE. RIM=4976.24 INV NW=4972.84 (12" RCP) INV NE=4972.92 (12" RCP) INV E=4972.54 (6" RCP) INV E=4970.93 (12" RCP) 11 12 \pxt2;REMOVE EXISTING WATER METER (SEE NOTE 11). 12 REMOVE HANDICAP PARKING STALL MARKINGS (TYP.) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 2 2 2 PRESERVE & PROTECT EXISTING BUILDING PRESERVE & PROTECT EXISTING SIGN (TYP.) PRESERVE & PROTECT EXISTING LIGHT (TYP.) REMOVE EXISTING AT-GRADE CONCRETE PAD N48°32'24"W 200.00' N41°36'48"E 189.82' S48°33'48"E 199.98' S41°35'18"W 189.93' N48°33'48"W 249.90' N41°37'05"E 190.00' S48°32'51"E 249.80' S41°36'30"W 189.90' LIMITS OF CONSTRUCTION EXISTING 6" STORM SEWER, 12" STORM SEWER, AND 6" SANITARY SEWER PASS THROUGH SANITARY SEWER MANHOLE. RIM = 4978.44 INV NW = 4969.58 (6" CLAY-SANITARY SEWER) INV SE = 4969.52 (6" CLAY-SANITARY SEWER) TOP NE = 4973.69 (6" CLAY-STORM SEWER) TOP SW = 4972.49 (12" CLAY-STORM SEWER) 7 8 REMOVE STOP SIGN PRESERVE & PROTECT EXISTING TREE & TREE GRATE PRESERVE & PROTECT EXISTING CONCRETE STEP REMOVE ASPHALT PARKING LOT REMOVE EXISTING ASPHALT SAWCUT AT NEAREST JOINT (SEE NOTE 3) SAWCUT AT NEAREST JOINT (SEE NOTE 3) SAWCUT AT NEAREST JOINT (SEE NOTE 3) SAWCUT AT NEAREST JOINT (SEE NOTE 3) SAWCUT AT NEAREST JOINT (SEE NOTE 3) REMOVE AND PLUG WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS (SEE NOTE 11). REMOVE EXISTING ASPHALT REMOVE EXISTING CURB STOP REVIEW SET NOT FOR CONSTRUCTION 12 242 LINDEN STREET 252 LINDEN STREET PRESERVE & PROTECT EXISTING CONCRETE STEPS AND PATIO EXISTING TRAFFIC LIGHT COORDINATE WITH CITY (SEE NOTE 12). REMOVE VERTICAL CURB EXISTING PARKING LOT EXISTING UNIMPROVED PARKING LOT EDGE OF EXISTING CONCRETE PAD PRESERVE & PROTECT EXISTING METAL STAIR CASE PRESERVE & PROTECT EXISTING LADDER PRESERVE AND PROTECT EXISTING STORM SEWER MANHOLE. RIM=4976.81 INV NW=4969.99 (15" RCP) INV NNW=4968.14 (18" CLAY) INV S=4968.49 (42" CLAY) INV W=4968.30 (24" CLAY) RELOCATE CABLE AND PEDESTAL PER UTILITY COMPANY'S STANDARDS AND REGULATIONS. REPLACE TELECOMMUNICATIONS PEDESTAL WITH UNDERGROUND SPLICE PER UTILITY COMPANY'S STANDARDS AND REGULATIONS. REMOVE POLE SPLICE EXISTING TELECOMMUNICATIONS LINE PER UTILITY COMPANY'S SPECIFICATIONS 1 EX. 3 4" WATER EX. 1" WATER EX. 8" WATER REMOVE AND PLUG EXISTING 2" WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS (SEE NOTE 11). PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C001 GENERAL & CONSTRUCTION NOTES {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. 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. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. 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). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be 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 be 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. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Walnut-Chestnut Subdivision 2nd Filing dated April 8, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 5-00 On the top of curb at the signal pole base at the Northwest corner of Linden Street and Jefferson Street Elevation= 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast corner of Lincoln Avenue and Willow Street. Elevation= 4967.33 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS: The Basis of Bearings is the Northeasterly line of Lot 1 Walnut-Chestnut Subdivision as bearing South 48°32'51" East (assumed bearing) as monumented on the Walnut-Chestnut Subdivision Plat. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: · WB-50 Truck Crossing Walnut Street Centerline · Chestnut Street Variable Curb Height CONSTRUCTION NOTES A. Grading and Erosion Control 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 City/County. 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 immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at 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, 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 City/County 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. 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. B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins Engineer in Fort Collins. 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, 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. "Proof 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof 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 the City of Fort Collins 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic Engineer or their designate. 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 City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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 Report for Walnut-Chestnut Subdivision 2nd Filing dated April 8, 2016 by Northern Engineering Services, Inc., 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. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. 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. 3. Water mains and fire services shall be AWWA C-900 PVC. Water services shall be Type K copper. 4. Tracer wire shall be installed with PVC pipe, and it shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. 5. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 HOTEL OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 WALNUT-CHESTNUT SUBDIVISION SECOND FILING PARKING GARAGE MYLAR SUBMITTAL 8 APR 2016 HOTEL & PARKING GARAGE DEVELOPER BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 C000 COVER SHEET {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION APRIL 2016 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP 1"=2000' PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 5-00 On the top of curb at the signal pole base at the Northwest corner of Linden Street and Jefferson Street Elevation= 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast corner of Lincoln Avenue and Willow Street. Elevation= 4967.33 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the Northeasterly line of Lot 1 Walnut-Chestnut Subdivision as bearing South 48°32'51" East (assumed bearing) as monumented on the Walnut-Chestnut Subdivision Plat. Northern Engineering Services, Inc NE Project No. 947-002 Date: December 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX WALNUT-CHESTNUT SUBDIVISION SECOND FILING LOTS 1 AND 2 OF THE PLAT OF WALNUT-CHESTNUT SUBDIVISION LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 HORIZONTAL CONTROL PLAN C201 ROADWAY DETAILS C202 CHESTNUT STREET CROSS-SECTIONS C203 OLD FIREHOUSE ALLEY & CHESTNUT CURB PLAN & PROFILES C300 UTILITY PLAN C301 UTILITY DETAILS C400 GRADING PLAN C401 GRADING DETAILS C402 STORM SEWER D PLAN & PROFILE C403 RAIN GARDEN GRADING C500 DRAINAGE PLAN C501 EROSION CONTROL PLAN C600 - C605 CONSTRUCTION DETAILS C606 TREE CROSS-SECTION DETAILS C700 PHASING PLAN GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Coy Althoff (970) 224-6150 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192 WASTEWATER--City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192 STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER ** The underground utility locates provided by SiteWise are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 LANDSCAPE ARCHITECT BUILDING ARCHITECT SITE ENGINEER SURVEYOR HOTEL & PARKING GARAGE OWNER 4240 Architecture, Inc. 3507 Ringsby Court, Suite 117 Denver, Colorado 80216 (303) 292-3388 Bohemian Companies 262 East Mountain Avenue Fort Collins, Colorado 80524 (970) 490-2626 Russell + Mills Studios 141 South College Avenue Fort Collins, Colorado 80524 (970) 484-8855 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN HOTEL DEVELOPER McWhinney 2725 Rocky Mountain Avenue, Suite 200 Loveland, Colorado 80538 (970) 962-9990 HOTEL OPERATOR Sage Hospitality 1575 Welton Street, Suite 300 Denver, Colorado 80202 (303) 595-7200 4240 Architecture Inc. HOTEL & PARKING GARAGE DEVELOPER Bohemian Companies 262 East Mountain Avenue Fort Collins, Colorado 80524 (970) 490-2626