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Home My WebLink AboutFAITH FAMILY HOSPITALITY TRANSITIONAL HOUSE - FDP - FDP170027 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOVER SHEET C1.0 FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 SUPPLEMENTAL GENERAL NOTES: ABBREVIATIONS OWNER LEGAL DESCRIPTION BENCHMARK SURVEYOR FAITH FAMILY HOSPITALITY UTILITY PLANS FOR 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 CIVIL ENGINEER ARCHITECT SYMBOL LEGEND AUGUST 4 2017 G G (UP) (UT) SS X WS WS WS SS R/W WS WS W R/W (OHP) EP 10.00 2.05% W FS E SHEET INDEX C1.0.... COVER SHEET C1.1.... GENERAL NOTES I C1.2.... GENERAL NOTES II C2.0.... HORIZONTAL CONTROL, UTILITY, & DEMO PLAN C3.0.... GRADING PLAN C4.0.... DRAINAGE AND EROSION CONTROL PLAN C5.0.... ALLEY PLAN AND PROFILE C6.0.... SITE DETAILS C6.1.... EROSION CONTROL DETAILS 1... 2... 3... 4... 5... 6... 7... 8... 9... VICINITY MAP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL FOR BURIED UTILITY INFORMATION GENERAL NOTES I C1.1 FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 GENERAL NOTES II C1.2 FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 REPLACE EXISTING SIDEWALK CHASE PER DETAIL D-10B WS WS WS WS WS WS WS S W O F.F.=5001.0 F.F.=5002.9 F.F.=5003.8 F.F.=5003.4 F.F.=5003.3 F.F.=5003.4 F.F.=5003.4 F.F.=5002.4 EXISTING WOOD DECK EXISTING WOOD PORCH EXISTING 0.5' WIDE BRICK WALL EXISTING 10" DIAMETER COLUMN (TYP) EXISTING 0.5' WIDE CONCRETE WALL EXISTING DRAIN CHASE DRAIN CHASE EXISTING WOOD STAIRS STONE STAIRS EXISTING CONCRETE RAMP -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING 5' SW- EXISTING CONCRETE PAN -GRASS- -GRASS- -GRASS- -GRASS- -GRASS- SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING SANITARY CLEANOUT CONCRETE COURTYARD EXISTING CONCRETE STAIRS 2 STORY RESIDENTIAL FRAME NO BASEMENT 2 STORY RESIDENTIAL FRAME & BRICK WITH BASEMENT SOUTH SHERWOOD STREET 321 SOUTH SHERWOOD STREET PARCEL 1 WS WS WS WS WS WS WS S W O F.F.=5001.0 F.F.=5002.9 F.F.=5003.8 F.F.=5003.4 F.F.=5003.3 F.F.=5003.4 F.F.=5003.4 F.F.=5002.4 EXISTING WOOD DECK EXISTING WOOD PORCH EXISTING 0.5' WIDE BRICK WALL EXISTING 10" DIAMETER COLUMN (TYP) EXISTING 0.5' WIDE CONCRETE WALL EXISTING DRAIN CHASE DRAIN CHASE EXISTING WOOD STAIRS STONE STAIRS EXISTING CONCRETE RAMP -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING 5' SW- EXISTING CONCRETE PAN -GRASS- -GRASS- -GRASS- -GRASS- -GRASS- SS SS SS SS SS SS SS SS SS SS SS EXISTING SANITARY CLEANOUT CONCRETE COURTYARD EXISTING CONCRETE STAIRS 2 STORY RESIDENTIAL FRAME NO BASEMENT 2 STORY RESIDENTIAL FRAME & BRICK WITH BASEMENT SOUTH SHERWOOD STREET 321 SOUTH SHERWOOD STREET PARCEL 1 9,500 SQ.FT. 0.218 ACRES 317 SOUTH SHERWOOD STREET PARCEL 2 X X X X X X UT UT UT UT UT UT UT UT UT UT WS WS WS WS WS WS WS S W O F.F.=5001.0 F.F.=5002.9 F.F.=5003.8 F.F.=5003.4 F.F.=5003.3 F.F.=5003.4 F.F.=5003.4 F.F.=5002.4 EXISTING WOOD DECK EXISTING WOOD PORCH EXISTING 0.5' WIDE BRICK WALL EXISTING 10" DIAMETER COLUMN (TYP) EXISTING 0.5' WIDE CONCRETE WALL EXISTING DRAIN CHASE DRAIN CHASE EXISTING WOOD STAIRS STONE STAIRS EXISTING CONCRETE RAMP -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING SIDEWALK- -EXISTING 5' SW- EXISTING CONCRETE PAN -GRASS- -GRASS- -GRASS- -GRASS- -GRASS- SS SS SS SS SS SS SS SS SS SS SS SS EXISTING SANITARY CLEANOUT CONCRETE COURTYARD EXISTING CONCRETE STAIRS 2 STORY RESIDENTIAL FRAME NO BASEMENT 2 STORY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X (UP) EAST MAGNOLIA STREET W W W W W W X X X SS SS SS UT UT UT UT UT UT UT UT 1' X 1' CONCRETE EDGE EDGE OF ASPHALT 20.0' EAST MAGNOLIA STREET 2.5' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X (UP) EAST MAGNOLIA STREET W W W W W W X X X SS SS SS EDGE OF ASPHALT/ START OF CONCRETE CURB ALLEY FLOWLINE EDGE OF ROLL-OVER CURB 1.59% 1.55% 1.56% 1.50% 1.50% 1.50% SITE DETAILS C6.0 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 11-1/2" 6" 1" 6" 4-1/2" ST-07 DETAIL NO: ONSITE 18" OUTFLOW CURB/GUTTER 1'-6" 1'-0" 1-1/2" 1-1/2" R FL 1"/FT NOTE: 1) USE 24 IN SOLID LOCKING COVER ASSEMBLY - TYPE B DETAIL FOR DRY WELL COVER 2) DRY WELL TO BE CONSTRUCTED TO A DEPTH OF 8' 5" A 4" 7" 6" B PARKING STALLS DRIVE LANES NOTE: SECTIONS SHOWN ARE FOR REFERENCE ONLY. REFERENCE GEOTECHNICAL REPORT AND ALL ADDENDA FOR ACTUAL PAVEMENT CONSTRUCTION. ST-04 DETAIL NO: ASPHALT PAVEMENT SECTION A B HOT MIX ASPHALT PAVEMENT GRADE S OR SX AGGREGATE BASE COURSE CDOT CLASS 5 OR 6 SCARIFY AND RECOMPACT SUBGRADE TO 95% MAX. DRY DENSITY NOT TO SCALE DRY WELL DETAIL CITY OF FORT COLLINS, COLORADO EROSION CONTROL DETAILS C6.1 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 UTILITY PLAN APPROVAL 15" ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 2.06% 2.29 1.28 2.39% (1.85) (1.87) 2.29 (2.11) (1.85) (2.23) (2.20) (1.28) (1.12) 2.22% 0.50% 2.57 2.29 0.50% 7.23% 7.29% 1.65 1.63 1.29 2.69 2.41 2.42 3.04% 3.40% 2.67% 1.28 1.40 1.28 1.68 0+00 1+00 2+00 2+28 2.19 BLOCK 73 ALLEY 8" SANITARY SEWER 6" SANITARY SEWER 2.14 2.16 2.39 2.54 2.66 2.29 2.05 1.91 1.84 2.00% 2.00% 0.50% (1.88) 5.35% 5.35% (2.06) (2.17) 5002 5002 5002 5002 5002 5002 111 5002.19 CP-111 MAGNAIL WASHER N=1455862.91 E=3116037.57 118 5002.28 CK-111 1329 5002.18 CK-111 19.0' 16.5' 1.0' 15.5' 2.58' HOT MIX ASPHALT 19.0' PAVEMENT GRADE S OR SX AGGREGATE BASE COURSE CDOT CLASS 5 OR 6 SCARIFY AND RECOMPACT SUBGRADE TO 95% MAX. DRY DENSITY 1' X 1' CONCRETE EDGE ROLL-OVER CURB SEE DETAIL 702 ON SHEET C6.0 EXISTING GROUND PROPOSED GROUND R.O.W/EXISTING FENCE R.O.W 1.0' 20.0' ROW 1.5' 2.0' EXISTING OVERHEAD TELEPHONE TO BE UNDERGROUNDED MIN. SLOPE 1.5% EXISTING GROUND PROPOSED ALLEY FLOWLINE MAGNOLIA STREET EXISTING FLOWLINE 5' SIDEWALK 5001 5002 5003 5004 5005 5001 5002 5003 5004 5005 ELEVATION ELEVATION STATION STATION Alignment - Flowline STA: 0+00.00 THRU 2+28.03 5000 5000 0+00 1+00 2+00 2+28 0+00 1+00 2+00 2+28 5.35% -0.50% -0.50% -0.50% -2.00% -0.50% BP: 0+00.00 ELEV: 5001.89 EP: 2+28.03 ELEV: 5001.12 PI: 0+57.66 ELEV: 5002.04 PI: 1+07.68 ELEV: 5001.79 PI: 2+10.89 ELEV: 5001.28 ALLEY HIGH POINT/ EDGE OF ASPHALT ELEVATION = 5002.29' EXISTING ELEVATION AT PROPOSED HIGH POINT: 5002.06' 1.0' 15.5' 2.58' HOT MIX ASPHALT 19.0' PAVEMENT GRADE S OR SX AGGREGATE BASE COURSE CDOT CLASS 5 OR 6 SCARIFY AND RECOMPACT SUBGRADE TO 95% MAX. DRY DENSITY 1' X 1' CONCRETE EDGE ROLL-OVER CURB SEE DETAIL 702 ON SHEET C6.0 EXISTING GROUND PROPOSED GROUND R.O.W/EXISTING FENCE R.O.W 1.0' 20.0' ROW 1.5' 2.0' EXISTING OVERHEAD TELEPHONE TO BE UNDERGROUNDED MIN. SLOPE 1.5% EXISTING OVERHEAD TELEPHONE 1.0' 15.5' 2.58' HOT MIX ASPHALT 19.0' PAVEMENT GRADE S OR SX AGGREGATE BASE COURSE CDOT CLASS 5 OR 6 SCARIFY AND RECOMPACT SUBGRADE TO 95% MAX. DRY DENSITY 1' X 1' CONCRETE EDGE ROLL-OVER CURB SEE DETAIL 702 ON SHEET C6.0 EXISTING GROUND PROPOSED GROUND R.O.W/EXISTING FENCE R.O.W 1.0' 20.0' ROW 1.5' 2.0' EXISTING OVERHEAD TELEPHONE TO BE UNDERGROUNDED MIN. SLOPE 1.5% ALLEY PLAN AND PROFILE C5.0 FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 10' SCALE: 1" = 10' 0 20' N FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R SCALE: 1" = 5' 0 10 20 SCALE: VERTICAL: 1" = 1' HORIZONTAL: 1" = 10' 1 NOTE: SECTIONS SHOWN ARE FOR REFERENCE ONLY. FINAL PAVEMENT DESIGN DETERMINED FROM THE APPROVED GEOTECHNICAL REPORT. FLOODPLAIN NOTES SECTION A-A SCALE: 1" = 5' SECTION B-B SCALE: 1" = 5' SECTION C-C C C B B A A SYMBOL LEGEND G G (UP) (UT) SS X WS WS WS WS SS R/W WS WS W R/W (OHP) EP 10.00 2.05% W FS E NOTE: ELEVATION OF OLIVE STREET = 5001.35' FOR DEMOLITION, SEE SHEET C2.0 AND FOR PROPOSED GRADING SEE SHEET C3.0 ALLEY HIGH POINT/EDGE OF ASPHALT CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 RESIDENTIAL FRAME & BRICK WITH BASEMENT SOUTH SHERWOOD STREET 321 SOUTH SHERWOOD STREET PARCEL 1 9,500 SQ.FT. 0.218 ACRES 317 SOUTH SHERWOOD STREET PARCEL 2 9,500 SQ.FT. 0.218 ACRES EXISTING WOOD SHED F.F.=5002.3 F.F.=5002.4 EXISTING WATER VALVE BLOCK 73 ALLEY EXISTING GATE X X X X X X X X X X X X X (UP) (UP) (UP) (UP) X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W WS WS WS WS WS WS WS EXISTING 3/4" COPPER SERVICE EXISTING 2" COPPER FIRE SERVICE EXISTING 3/4" COPPER SERVICE 6" SANITARY SEWER 8" SANITARY SEWER SIGN "2 HOUR PARKING" 4" CAST IRON WATER LINE 325 SHERWOOD STREET 512 WEST MAGNOLIA STREET EXISTING 5' SW X X X X EXISTING ELECTRIC BOXES EXISTING ELECTRIC BOXES EXISTING DRAIN CHASE EXISTING VERTICAL CURB & GUTTER (TYP) -EXISTING ACCESS- FS FS FS FS FS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING 4" PVC SANITARY SERVICE SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 -EXISTING ACCESS- PROPOSED OUTFLOW CURB 2.29 2.29 (2.11) (1.85) 2.57 2.29 (1.23) (1.60) (1.32) (1.27) (0.68) 0.91 2.69 2.41 2.42 1.13 2.19 BLOCK 73 ALLEY 8" SANITARY SEWER 6" SANITARY SEWER 2.14 2.16 2.39 2.54 2.66 1.99 2.29 2.05 1.91 1.44 1.44 1.85 1.99 1.85 1.84 0.97 0.98 1.41 (0.12) (1.81) DRAIN CHASE (1.88) (1.00) (1.66) (2.06) (2.17) (1.86) 1.67 5001 5001 5002 5002 5002 5002 5002 5003 5003 5002 5002 5002 5001 5001 5001 5000 5001 5003 5002 5001 5002 5002 5001 5001 5001 EXISTING WATER VALVE EXISTING VERTICAL CURB & GUTTER (TYP) EXISTING 5' SW EXISTING 3/4" COPPER SERVICE -EXISTING SIDEWALK- -EXISTING ACCESS- SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 -EXISTING ACCESS- CITY FLOOD FRINGE: HIGH RISK CITY FLOODWAY: HIGH RISK 325 SHERWOOD STREET EXISTING 0.5' WIDE CONCRETE WALL EXISTING CONCRETE RAMP PROPOSED ROLL-OVER CURB DRAINAGE AND EROSION CONTROL PLAN 10' C4.0 SCALE: 1" = 10' 0 20' DRAINAGE LEGEND D1 FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R L.I.D. LEGEND BASIN ID MINOR "C" COEFFICIENT MAJOR "C" COEFFICIENT DRAINAGE AREA EROSION CONTROL LEGEND D2 D1 FLOODPLAIN NOTES SYMBOL LEGEND G G (UP) (UT) SS X WS WS WS WS SS R/W WS WS W R/W (OHP) EP 10.00 2.05% W FS E NOTE: ALL EXISTING TREES TO BE PROTECTED IN PLACE ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 9,500 SQ.FT. 0.218 ACRES EXISTING WOOD SHED F.F.=5002.3 F.F.=5002.4 EXISTING WATER VALVE ALLEY 6.93' 6.22' 23.84' EXISTING GATE X X X X X X X X X X X X X (UP) (UP) (UP) (UP) X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W WS WS WS WS WS WS WS EXISTING 3/4" COPPER SERVICE EXISTING 2" COPPER FIRE SERVICE EXISTING 3/4" COPPER SERVICE 6" SANITARY SEWER 8" SANITARY SEWER SIGN "2 HOUR PARKING" 4" CAST IRON WATER LINE 325 SHERWOOD STREET 512 WEST MAGNOLIA STREET EXISTING 5' SW 29.20' X X X X EXISTING ELECTRIC BOXES EXISTING ELECTRIC BOXES EXISTING DRAIN CHASE EXISTING VERTICAL CURB & GUTTER (TYP) -EXISTING ACCESS- FS FS FS FS FS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING 4" PVC SANITARY SERVICE SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 -EXISTING ACCESS- X X X X X X UT UT UT UT UT UT UT UT UT UT CITY FLOODWAY: HIGH RISK STONE STAIRS 1.51% 1.59% 1.55% 1.56% 1.50% 1.50% 2.06% 2.29 1.49% 2.39% 2.29 (2.11) (1.85) 0.50% 2.57 2.29 (1.23) (1.60) (1.32) (1.27) (0.68) 0.91 2.69 2.41 2.42 3.04% 3.40% 2.67% 5.46% 1.13 0.52% 0.53% 2.19 ALLEY 8" SANITARY SEWER 6" SANITARY SEWER 2.14 2.16 2.39 2.54 2.66 1.99 2.29 2.05 1.91 1.44 1.44 1.85 1.99 1.85 1.84 0.97 0.98 1.41 (0.12) 4.91% (1.81) DRAIN CHASE (1.88) 5.35% 5.35% (1.00) (1.66) (2.06) (2.17) (1.86) 1.67 5001 5001 5002 5002 5002 5002 5002 5003 5003 5002 5002 5002 5001 5001 5001 5000 5001 5003 5002 5001 5002 5002 5001 5001 5001 EXISTING 0.5' WIDE CONCRETE WALL EXISTING CONCRETE RAMP EXISTING VERTICAL CURB & GUTTER (TYP) EXISTING WATER VALVE EXISTING 5' SW EXISTING 2" COPPER FIRE SERVICE -EXISTING ACCESS- -EXISTING SIDEWALK- CITY FLOOD FRINGE: HIGH RISK 325 SHERWOOD STREET SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 EXISTING 3/4" COPPER SERVICE -EXISTING ACCESS- CONSTRUCTION NOTES EXISTING 5' SW 1.28 (1.85) (1.87) (2.23) (2.20) (1.28) (1.12) 2.22% 7.23% 7.29% 1.65 1.63 1.29 1.28 1.28 1.40 1.68 2.00% 2.00% 0.50% PROPOSED 5' SW EXISTING 5' SW 6.4' 20.0' 7.3' RECONSTRUCT SIDEWALK, DRIVEWAY, AND RAMPS GRADING PLAN 10' C3.0 SCALE: 1" = 10' 0 20' N FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 (16.57) 16.25 SPOT ELEVATIONS SEE SHEET C5.0 FOR ALLEY GRADING TO MAGNOLIA FLOODPLAIN NOTES SYMBOL LEGEND G G (UP) (UT) SS X WS WS WS WS SS R/W WS WS W R/W (OHP) EP 10.00 2.05% W FS E CONTOURS NOTE: ALL EXISTING TREES TO BE PROTECTED IN PLACE NOTE: ELEVATION OF OLIVE STREET = 5001.35' 5' SCALE: 1" = 5' 0 10' N ALLEY/MAGNOILA INTERSECTION GRADING DETAIL CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 9,500 SQ.FT. 0.218 ACRES 317 SOUTH SHERWOOD STREET PARCEL 2 9,500 SQ.FT. 0.218 ACRES EXISTING WOOD SHED F.F.=5002.3 F.F.=5002.4 EXISTING WATER VALVE ALLEY 6.93' 6.22' 23.84' EXISTING GATE X X X X X X X X X X X X X (UP) (UP) (UP) (UP) X X X X X X X X X X X X X X X X X X XX W W W W W W W W W W W W W W WS WS WS WS WS WS WS EXISTING 3/4" COPPER SERVICE EXISTING 2" COPPER FIRE SERVICE EXISTING 3/4" COPPER SERVICE 15" RCP STORM 6" SANITARY SEWER 8" SANITARY SEWER SIGN "2 HOUR PARKING" 4" CAST IRON WATER LINE 325 SHERWOOD STREET 512 WEST MAGNOLIA STREET EXISTING 5' SW 29.20' X X X X EXISTING ELECTRIC BOXES EXISTING ELECTRIC BOXES EXISTING DRAIN CHASE EXISTING VERTICAL CURB & GUTTER (TYP) -EXISTING ACCESS- FS FS FS FS FS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING 4" PVC SANITARY SERVICE SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 N89°56'27"W 190.00' N00°00'43"W 100.03' S89°56'27"E 190.00' N89°56'27"W 190.00' S00°00'43"E 100.03' -EXISTING ACCESS- 26.0' X X X X X X L1 L2 L3 L4 L5 L6 L7 C1 C2 UT UT UT UT UT UT UT UT UT UT PROPOSED PERMEABLE PAVER PARKING LOT PROPOSED ROLL-OVER CURB PROPOSED OUTFLOW CURB PROPOSED ASPHALT ALLEY PROPOSED ASPHALT ALLEY PROPOSED 8' DEEP DRY WELL CITY FLOODWAY: HIGH RISK CITY FLOOD FRINGE: HIGH RISK INV: 4999.42' INV: 4999.47' INV: 4999.65' INV: 4999.65' 11 LF OF 4" PVC PIPE @ 0.4% 44.3 LF OF 4" PERFORATED PVC PIPE @ 0.4% 19 LF OF 4" PERFORATED PVC PIPE @ 0.9% PROPERTY LINE/ROW PROPERTY LINE/ROW PROPERTY LINE PROPERTY LINE/ROW PROPERTY LINE/ROW N00°00'43"W 100.03' 3 C/O C/O C/O EXISTING ELECTRIC BOXES 19.0' 16.50' PROPERTY LINE/ROW PROPERTY LINE/ROW PROPERTY LINE/ROW EXISTING OVERHEAD TELEPHONE TO BE UNDERGROUND IF NECESSARY END OF PROPOSED UNDERGROUND TELEPHONE PROPOSED BOLLARDS PROPOSED ASPHALT PARKING LOT 19.0' PROPOSED CONCRETE AREA 1 23.0' PROPOSED 1 HANDICAPPED SIGN 5.0' 5.0' 8.5' (TYP) 19.0' (TYP) EXISTING GARAGE TO BE DEMOLISHED PROPOSED PERMEABLE PAVER PARKING LOT EXISTING FENCE TO BE REMOVE PROPOSED FENCE PROPOSED FENCE 5.0' EXISTING FENCE TO BE RELOCATED EXISTING POLE TO BE REMOVED PROPOSED 2" CONDUIT TELEPHONE SERVICE EXACT LOCATION TBD BY CONTRACTOR 9.0' 8.0' UTIL EASEMENT 5.4' 5.4' PROPOSED TRASH ENCLOSURE PROPOSED 1'X1' CONCRETE EDGE FLOWLINE PROPOSED 3' SW 2.58' 13.3' 22.3' 17.5' 7.4' 7.4' N: 1455995.2657 E: 3116048.2341 N: 1455995.2657 E: 3116238.2344 N: 1456095.1045 E: 3116238.2169 N: 1456095.3012 E: 3116048.2192 -EXISTING SIDEWALK- SMH #1 RIM=5002.2 8" RCP (S) INV=4996.6 8" RCP (N) INV=4996.5 3 6.5' 4.17' 5.0' UTILITY EASEMENT 50.0' HALF ROW 20.0' ROW LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 BEARING N89°55'01"E N00°00'42"W S89°57'20"E S00°00'35"W S89°57'20"W N00°00'43"E N89°56'27"W DISTANCE 2.65 16.50 25.51 68.00 25.49 16.52 2.64 CURVE TABLE CURVE # C1 C2 LENGTH 3.793 3.773 RADIUS 2.489 2.489 DELTA 087.3293 086.8616 20.0' 6.5' 7.3' 25.0' EXISTING 5' SW HORIZONTAL CONTROL, UTILITY, & DEMO PLAN 10' C2.0 SCALE: 1" = 10' 0 20' N NOTE: 1.) ALL LINE AND CURVE TAGS ARE MEASURED AS THE FLOWLINE UNLESS OTHERWISE NOTED FAITH FAMILY HOSPITALITY 317-321 SHERWOOD STREET FORT COLLINS, CO 80521 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R UTILITY NOTES SYMBOL LEGEND G G (UP) (UT) SS X WS WS WS WS SS R/W WS WS W R/W (OHP) EP 10.00 2.05% W FS E NOTE: ALL EXISTING TREES TO BE PROTECTED IN PLACE 9.0' UTIL EASEMENT DEMOLITION NOTES STREET CUT NOTES: 5' SCALE: 1" = 5' 0 10' N ALLEY/MAGNOLIA INTERSECTION DEMOLITION DETAIL CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) WWW.UNCC.ORG R VICINITY MAP ENGINEER AFFIRMATION STATEMENT LOTS 3 AND 4, BLOCK 73 CITY OF FORT COLLINS, LOCATED IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. IN FORT COLLINS, LARIMER COUNTY, COLORADO. ENGINEERING & SURVEYING 4045 St. Cloud Drive, Suite 180 Loveland, CO 80538 [P] 970-622-2095 [F] 307-742-7403 SEPTEMBER 6 2017 SEPTEMBER 6 2017