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Home My WebLink AboutRIVER DISTRICT BLOCK ONE MIXED-USE (ENCOMPASS) - FDP - FDP130015 - PLANS - UTILITY PLANSJEFFERSON 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 CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST N. COLLEGE AVE. C000 COVER SHEET N.A. J. Prelog NTS 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 K�� '� ��. C�� . R JUNE, 2013 UTILITY PLANS FOR No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C001 CONSTRUCTION NOTES GENERAL AND N.A. J. Prelog N/A 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 storm sewer 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. 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 CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST N. COLLEGE AVE. N48�18'50"W 299.24' N48�50'00"W (R) DRAINAGE & ACCESS EASEMENT TO BE DEDICATED WITH THIS PLAT DRAINAGE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. _______________ LINDEN STREET (100' ROW) (PER PLAT OF CITY OF FORT COLLINS) CACHE LA POUDRE RIVER WESTERLY CORNER OF BLOCK 1 SET 1" BRASS TAG & NAIL, LS 14823 POINT OF BEGINNING 250.00' BASIS OF BEARINGS NORTHWESTERLY LINE OF BLOCK 1 (N41�41'10"E) LOT 1 BLOCK 1 44,885 sq. ft. 1.030 ac. 100-YR FLOODPLAIN BOUNDARY FEMA FLOODWAY BOUNDARY PORTION OF BLOCK 1 CITY OF FORT COLLINS UNPLATTED FND #4 REBAR w/ 1" PLASTIC CAP LS 14823 FND #4 REBAR w/ 1" PLASTIC CAP LS 14823 FND #4 REBAR w/ 1" PLASTIC CAP LS 14823 FND #4 REBAR w/ S S h2o W ELEC VAULT ELEC BOX ELEC BOX ELEC BOX WV WVWV H Y D CONTROL IRR V.P. F E S D D D OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER G G C ELEC VAULT CONTROL IRR CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT T T T T CTV ELEC BOX D S WV WVWV H Y D F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST G G C ELEC VAULT CABLE VAULT T T T PROPOSED BUILDING (FIRST FLOOR) PROPOSED BUILDING (FIRST FLOOR) 16.03' 102.02' 76.6' 76.52' 66.05' 6' 6.83' 8' 20' 15' 15' 17' 19' 20' 8' 9' 9' 8.5' 20.5' 20' PROPOSED DRAINAGE EASEMENT (BY SEPARATE DOCUMENT) 22' S S WV WVWV H Y D F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER G G C ELEC VAULT CONTROL IRR CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT T T T PROPOSED BUILDING (FIRST FLOOR) PROPOSED BUILDING (FIRST FLOOR) RD ELEC BOX E S S G F W W TCTV T TV C CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR E G W FO PROPOSED BUILDING AREA INLET B STA 10+20.37 N: 132314.01 E: 196124.99 EXISTING INLET STA 10+00.00 N: 132325.38 E: 196108.09 LINDEN ST. EXISTING RIGHT-OF- WAY 5' MH A2 STA 10+15.73 N: 132388.91 E: 196330.85 OUTLET STRUCTURE A3 STA 10+32.16 N: 132372.94 E: 196334.68 (SEE DETAIL SHEET C701) FES A1 STA 10+00.00 N: 132398.44 E: 196343.37 SSA5 - 4'' 90� BEND CACHE LA POUDRE RIVER {REFER TO APPROVED BANK STABILIZATION DRAWINGS AND REPORT BY FLYWATER} S WV WVWV H Y D F E S CONTROL IRR CONTROL CONTROL IRR IRR T T RD ELECBOX S S F W W TCTV F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST G G RD RD PROPOSED BUILDING PROPOSED BUILDING EXISTING 100' LINDEN STREET RIGHT-OF-WAY PROPOSED DRAINAGE EASEMENT (BY SEP. DOC.) EXISTING 36" STORM DRAIN GRADE BREAK GRADE BREAK PROPOSED DRAINAGE AND ACCESS EASEMENT GRADE BREAK EXISTING BRIDGE WALL A A FFE=65.00 (FIRST FLOOR) FFE=65.00 (FIRST FLOOR) EXISTING R.O.W. LINDEN STREET (100' ROW) No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RD RD PROPOSED BUILDING PROPOSED BUILDING FFE=65.00 (FIRST FLOOR) FFE=65.00 (FIRST FLOOR) RD RD PROPOSED BUILDING GRADE BREAK GRADE BREAK No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C401 GRADING DETAILS J. Prelog J. Prelog 1"=10' NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 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 C F E S G C ELEC VAULT CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT CONTROL IRR CONTROL IRR CONTROL IRR T T RD RD PROPOSED PROPOSED BUILDING BUILDING Δ Δ EXISTING BRIDGE WALL EXISTING R.O.W. LINDEN ST. F E S T T RD RD Δ PROPOSED BUILDING EXISTING BRIDGE WALL EXISTING R.O.W. LINDEN ST. 4950 4955 4960 4965 4970 4975 4980 4950 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 12+00 13+00 13+25 4950 4955 4960 4965 4970 4950 4955 4960 F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER T T RD RD PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING EXISTING 100' LINDEN STREET RIGHT-OF-WAY FFE=65.00 (FIRST FLOOR) 2 0.30 2 FFE=65.00 (FIRST FLOOR) 1 0.05 3 0.02 4 0.59 5 0.07 OS1 0.63 OS2 0.38 OS3 0.12 5 OS2 C700 CONSTRUCTION DETAILS N.A. J. Prelog NTS No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF C701 CONSTRUCTION DETAILS N.A. J. Prelog NTS No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL PROPOSED 42"X72" HATCH C702 CONSTRUCTION DETAILS N.A. J. Prelog NTS No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF C703 CONSTRUCTION DETAILS N.A. J. Prelog NTS No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF 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 N. COLLEGE AVE. CACHE LA POUDRE RIVER 1 COVER SHEET M Shupe M. Kinkade N.A. 1 COVER SHEET 2 GENERAL NOTES JUNE, 2013 VICINITY MAP VICINITY MAP {SCALE 1" = 1000'} 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 K�� '� ��. C�� . R 3 SITE PLAN 4 BANK STABILIZATION PLAN 5 PLANTING PLAN PROJECT SITE PROJECT TEAM DESIGNER FlyWater, Inc. PO Box 973 Fort Collins, CO 80522 (970) 217-3182 CONTACT INFORMATION CONTRACTOR SHEET INDEX 6-7 8 GRADING SECTIONS DESIGN SECTIONS Date: Sheet: Of: Job No: Drawn: Checked: Scale: 2 GENERAL NOTES M. Shupe M. Kinkade N.A. 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 K�� '� ��. C�� . R Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION 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 storm sewer 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. S S WV WVWV H Y D F E S G G C ELEC VAULT CONTROL IRR CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT T T T T RD ELEC BOX E ELEC VAULT CTV S S G TV T C C C C C C C C C C C C C C C C C C LINDEN STREET CACHE LA POUDRE RIVER CACHE LA POUDRE RIVER 10+25 10+39 10+50 10+75 11+00 11+25 11+50 11+70 12+00 12+25 12+50 S F E S RD ELEC BOX F W W LINDEN STREET (100' R.O.W.) CACHE LA POUDRE STAGING AND STOCKPILE AREA 41 42 43 44 45 46 47 48 49 50 51 42 44 43 45 50 52 53 RIPRAP TIE-IN ZONE (SEE DETAIL) PROPOSED PATH PROPOSED PATH 0+00 0+00 0+00 0+00 0+00 0+00 0+00 0+00 54 53 55 56 57 58 F E S OWNER: CITY OF FORT COLLINS CACHE LA POUDRE RIVER RD ELEC BOX PROPOSED PATH PROPOSED PATH TRM ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NORTH K�� '��. C�� . R 20 5020 PROPOSED CONTOUR EXISTING CONTOUR LEGEND: GRAPHIC SCALE: NOTES: 1. ALL ZONES TO BE PLANTED WITH PERSCRIBED COMPOSITION OF CUTTINGS TO PREVENT FORMATION OF MONOCULTURE. 2. CUTTINGS SHOULD BE PLACED HAVING 10 STEMS PER LIN. FT. 3. LIVE CUT BRANCHES TYPICALLY HARVESTED FROM NATURAL STANDS WITHIN 40 MILES OF THE PROJECT SITE. NATIVE PLANTS SUCH AS WILLOW SPECIES WORK WELL. LONG STEM PLANTS OBTAINED FROM A NURSERY MAY BE USED AS WELL. 4. LIVE CUT BRANCHES SHALL BE 0.5 TO 3 INCHES IN DIAMETER, WITH A MINUMUM LENGTH OF 6 FEET. BRANCHES SHOULD BE BUNDLED AT THE HARVESTING SITE WITH THE TIPS ORIENTED IN THE SAME DIRECTION AND KEPT MOIST. 5. LIVE CUTTINGS TO BE LAYERED BETWEEN VRSS BURRTIO WRAPS AS ILLUSTRATED IN DETAILS AND REALTIVE TO SPECIFIC ZONE COVERAGE. 6. GRASS SEED MIX SHALL BE COMPRISED OF EQUAL PARTS OF THE FOLLOWING SPECIES: INIDIAN SALTGRASS (D�� ) SWITCHGRASS (P�� ) WESTERN WHEATGRASS (P�� ) 7. VRSS BURRITO WRAP LAYERS SHOULD BE FILLED WITH CLEAN NATIVE SOIL. EACH SOIL LIFT SHOULD BE BROADCAST SEEDED WITH SEED MIX BEFORE WRAPPING COIR MAT BACK INTO SLOPE. 5 PLANTING PLAN M. Shupe M. Kinkade 1" = 10' Date: Sheet: Of: Job No: Drawn: Checked: 10+39.33 PROPOSED GRADE EXISTING GROUND EXISTING AND PROPOSED TOP OF BANK 10+50 PROPOSED GRADE EXISTING GROUND PROPOSED TOP OF BANK EXISTING TOP OF BANK 4950.31 4950.3 10+75 PROPOSED GRADE EXISTING GROUND PROPOSED TOP OF BANK EXISTING TOP OF BANK 4951.50 4951.5 10+25 PROPOSED GRADE EXISTING GROUND EXISTING TOP OF BANK 11+00 PROPOSED GRADE EXISTING GROUND PROPOSED TOP OF BANK EXISTING TOP OF BANK 4950.54 4950.5 K�� '��. C�� . R 6 GRADING SECTIONS M. Shupe M. Kinkade N/A Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 11+25 PROPOSED GRADE EXISTING GROUND EXISTING TOP OF BANK PROPOSED TOP OF BANK 4952.69 4952.7 11+50 PROPOSED GRADE EXISTING GROUND PROPOSED TOP OF BANK EXISTING TOP OF BANK 4952.47 4952.5 11+70.07 PROPOSED GRADE EXISTING GROUND EXISTING AND PROPOSED TOP OF BANK 4952.57 4952.6 K�� '� ��. C�� . R 7 GRADING SECTIONS M. Shupe M. Kinkade N/A Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION 22 STA 10+75 ORDINARY LOW WATER LEVEL REDI ROCK REDI ROCK WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' 3 1 2 GEOTEXTILE NATIVE MATERIAL SOIL SOIL SOIL RIPRAP D 50 = 18" SOIL RIPRAP D 50 = 18" 1 1.5 1 SOIL 2 1 EDGE OF TERRACE PROPOSED 100 -YR FLOODPLAIN WSEL 2-YR WSEL ELEV. = 4946.48 PROPOSED GRADE -20 -10 0 10 20 30 4950 4940 4950 4940 GEOTEXTILE GEOTEXTILE 4960 4960 BEDDING BEDDING STA 11+00 ORDINARY LOW WATER LEVEL REDI ROCK REDI ROCK WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' 3 1 2 GEOTEXTILE NATIVE MATERIAL SOIL SOIL 8.00' STRAP 1:1 1:1 A A 41 45 50 ZONE 1 1 1 1 PLANTING ZONE SOIL RIPRAP SOIL RIPRAP NOTE: STORMWATER OUTLET PLANS TO BE SUBMITTED SEPARATELY. WILLOWS VEGETATED REINFORCED SOIL SLOPE VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' SEE DETAIL 3 1 2 1 GEOTEXTILE NATIVE MATERIAL NATIVE MATERIAL SOIL SOIL SOIL 1 ORDINARY LOW WATER LEVEL 1.5 EDGE OF BUILDING 2-YR WSEL ELEV. = 4946.48 PROPOSED GRADE NOTE: TOP WALL TO BE 2 BLOCKS ONLY. OMIT BOTTOM BLOCK AS NOTED IN WALL PLANS 5' NOMINAL 5' NOMINAL KEY INTO BEDROCK 1/2 x D 50 = 1.25' NOMINAL EXTEND FABRIC TO BACK OF TOP BLOCK 22 5/8" NOMINAL5" 12" TOE IN FABRIC AT TOP OF SLOPE REINFORCED BACKFILL (SEE WALL PLAN) ANCHOR TURF MAT TO LIFT HOOK ON PRECAST BLOCK 2" 2" 1' TYP. TUCK DEPTH MIN. MSE WALL 3' MINIMUM EMBEDMENT 1' NOMINAL SOIL SEE MIX (SEE NOTES) COIR WRAP BURRITO. COIR WRAP 1000 OR EQUIVALENT 1' TYP. OVERLAP 48" - 12" 60" - OF 24" CUTTING OF CUTTING TO BE TO BEDDED BE EXPOSED, DEPENDING DEPENDING ON SPECIES ON SPECIES NATIVE MATERIAL SOIL RIPRAP LINDEN STREET BRIDGE ABUTMENT 3' 5' K�� '��. C�� . R 9 DETAILS & SPECIFICATIONS BANK STABILIZATION C. Engen M. Kinkade N/A Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION NOTES: 2 RIPRAP TIE-IN ZONE - SECTION A-A 9 NOT TO SCALE 1 RIPRAP TIE-IN ZONE - PLAN VIEW 9 NOT TO SCALE 5 SLOPE STABILIZATION DETAIL 9 NOT TO SCALE 6 TURF MAT DETAIL 9 NOT TO SCALE 7 TOE PROTECTION DETAIL 9 NOT TO SCALE 8 DRAINAGE OUTLET DETAIL 9 NOT TO SCALE 9 VEGETATED REINFORCED SOIL SLOPE (VRSS) DETAIL 9 NOT TO SCALE �� 1. MSE WALL DESIGN PROVIDED BY EARTH ENGINEERING CONSULTANTS. 2. MSE WALL TO REDI-ROCK LEDGESTONE FACIA. 3. SEE MSE WALL DESIGN FOR LEVELING PAD, DRAINAGE ROCK, AND REINFORCED BACKFILL SPECIFICATIONS. �� 1. SOIL RIPRAP SHALL CONTAIN 35% CLEAN NATIVE SOIL BY VOLUME. 2. COIR WRAP BURRITOS SHALL BE INCLINED 20-40 DEGREES NORMAL TO HORIZONTAL 3. COIR WRAPS SHALL BE SHINGLED SUCH THAT UPSTREAM STRIPS ARE OVERLAPPED ABOVE DOWNSTREAM STRIPS TO PREVENT STREAM FLOW FROM ERODING MATERIAL. 4. SEE PLANTING PLAN FOR CUTTING AND SEEDING DIRECTIONS ON SHEET 5. Soil riprap - Mix Type H riprap with 35% soil (by volume), leaving 6" to 12" of angular riprap exposed. Vibration compact or equivalent to ensure angular riprap interlocks in place around soil. Riprap color shall conform to City Stormwater Criteria Manual which states that non-native riprap will not be used in the City. 3 TRM/VRSS DETAIL 9 NOT TO SCALE DOWNSTREAM STORMWATER OUTLET 4 TRM/VRSS DETAIL 9 NOT TO SCALE UPSTREAM STORMWATER OUTLET 24 BEDDING BEDDING SOIL RIPRAP D 50 = 18" SOIL RIPRAP D 50 = 18" 1 1.5 2-YR WSEL ELEV. = 4946.48 EDGE OF TERRACE PROPOSED 100-YR FLOODPLAIN WSEL PROPOSED GRADE 4950 4940 4950 4940 -20 -10 0 10 20 GEOTEXTILE GEOTEXTILE 1 4960 4960 STA 11+50 REDI ROCK REDI ROCK WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' 3 1 2 1 GEOTEXTILE NATIVE MATERIAL NATIVE MATERIAL SOIL SOIL SOIL BEDDING BEDDING SOIL RIPRAP D 50 = 18" SOIL RIPRAP D 50 = 18" 1 1.5 ORDINARY LOW WATER LEVEL 2-YR WSEL ELEV. = 4946.48 PROPOSED GRADE 4950 4940 4950 4940 4960 4960 -20 -10 0 10 20 PROPOSED 100-YR FLOOPLAIN WSEL GEOTEXTILE GEOTEXTILE STA 11+25 ORDINARY LOW WATER LEVEL REDI ROCK REDI ROCK WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' 3 1 2 GEOTEXTILE NATIVE MATERIAL NATIVE MATERIAL SOIL SOIL SOIL BEDDING BEDDING SOIL RIPRAP D 50 = 18" SOIL RIPRAP D 50 = 18" 1 1.5 1 EDGE OF TERRACE PROPOSED 100-YR FLOOPLAIN WSEL 2-YR WSEL ELEV. = 4946.48 PROPOSED GRADE 4950 4940 4950 4940 4960 4960 -20 -10 0 10 20 GEOTEXTILE GEOTEXTILE STA 10+25 ORDINARY LOW WATER LEVEL TOE PROTECTION D 50 = 2.5' GEOTEXTILE NATIVE MATERIAL SOIL RIPRAP D 50 = 18" SOIL RIPRAP D 50 = 18" PROPOSED 100 -YR FLOODPLAIN WSEL 2-YR WSEL ELEV.=4946.48 NATIVE MATERIAL EXISTING GROUND 4950 4940 4950 4940 -20 -10 0 10 20 GEOTEXTILE EXISTING GROUND STA 10+39 ORDINARY LOW WATER LEVEL WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' GEOTEXTILE NATIVE MATERIAL 1 2 2 1 PROPOSED 100 -YR FLOODPLAIN WSEL 2-YR WSEL ELEV. = 4946.48 NATIVE MATERIAL EXISTING GROUND 4950 4940 4950 4940 -20 -10 0 10 20 GEOTEXTILE STA 11+70 WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' GEOTEXTILE SOIL SOIL RIPRAP D 50 = 18" 1 ORDINARY LOW WATER LEVEL 1.5 2-YR WSEL ELEV. = 4946.48 EXISTING GROUND PROPOSED GRADE 4950 4940 4950 4940 -20 -10 0 10 20 PROPOSED 100-YR FLOOPLAIN WSEL NATIVE MATERIAL FILL NATIVE MATERIAL FILL GEOTEXTILE GEOTEXTILE STA 10+50 ORDINARY LOW WATER LEVEL WILLOWS VRSS BURRITO @18" LIFTS TOE PROTECTION D 50 = 2.5' GEOTEXTILE NATIVE 2 MATERIAL 1 PROPOSED 100 -YR FLOODPLAIN WSEL 2-YR WSEL ELEV. = 4946.48 EXISTING GROUND PROPOSED GRADE 4950 4940 4950 4940 -20 -10 0 10 20 GEOTEXTILE 1 1.8 ( IN FEET ) 1 inch = ft. 5 0 5 Feet 5 10 15 K�� '��. C�� . R GRAPHIC SCALE: NOTES: 1.SEE BANK STABILIZATION DETAILS AND SPECIFICATIONS FOR MORE DETAILED SECTION INFORMATION. 8 DESIGN SECTIONS M. Shupe M. Kinkade N/A Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION 23 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION 21 Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION BANK STABILIZATION DISTURBANCE LIMITS 20 59 60 FT (%%P) (SEE NOTE 12) 100 FT (%%P) (SEE NOTE 13) ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NORTH K�� '��. C�� . R 20 5020 PROPOSED CONTOUR EXISTING CONTOUR LEGEND: GRAPHIC SCALE: 4 BANK STABILIZATION PLAN M. Shupe M. Kinkade 1" = 10' Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION BOULDER TOE PROTECTION PROPOSED 100-YR FLOODPLAIN BOUNDARY LIMIT OF PROPOSED RIPRAP STABILIZATION BANK STABILIZATION DISTURBANCE LIMITS NOTES: Staging and stockpile areas to be defined by Contractor. Grading, erosion and sediment control (GESC) plans to be determined by Contractor. Proposed 100-Year Floodplain boundary based on pending CLOMR for this project and subject to approval by FEMA and the City of Fort Collins. Stormwater Outlet Plans and associated Flooplain use permits to be submitted separately. MSE Wall Design provided by Earth Engineering Consultants. Waste concrete pour material to be broken or cut at downstream end of Bank Stabilization Disturbance Area as cleanly as practicable. At edge of cut concrete VRSS to be stabilized with one layer of buried riprap (D 50 = 18") Detailed stormwater outlet plans/tie-in details to be submitted separately. Developer acknowledges risk associated with bank protections not extending along the entire length of the development. areas of landscaping, parking, trails, etc. may be subject to erosion. Project grades shall be built to the elevations shown on the construction plans and in the project CLOMR. Any deviation from design grades that cause a rise in 100-year water surface elevations different than those shown in the CLOMR shall be corrected by the developer. CLOMR and LOMR are required to be submitted and approved by FEMA. This segment of Proposed Bank Stabilization Improvements will be funded by the City of Fort Collins upon City Council approval. This segment of Proposed Bank Stabilization Improvements 1. 2. 3. 4. 5. 6. 7. LINDEN STREET R.O.W. 8. 9. 10. 11. 12. PROPOSED 0.5-FOOT FLOODWAY BOUNDARY PROPOSED 500-YR FLOODPLAIN BOUNDARY 13. PROPOSED TOP OF BANK EXISTING TOP OF BANK 19 STAGING AND STOCKPILING AREA ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH K�� '��. C�� . R 5020 EXISTING MAJOR CONTOUR LEGEND: GRAPHIC SCALE: NOTES: Staging and stockpile areas to be defined by Contractor. Coordinate removal and/or salvaging of trees with approved landscape drawings. Waste concrete pour material to be removed within bank stabilization area. 3 SITE PLAN M. Shupe M. Kinkade 1" = 10' Date: Sheet: Of: Job No: Drawn: Checked: Scale: Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION IMAGE: Ken Rushing Photographic Services, May & August 2005 EXISTING MINOR CONTOUR PROPOSED LIMITS OF RIPRAP STABILIZATION BANK STABILIZATION DISTURBANCE LIMITS 1. 2. 3. 18 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 and Erosion Control Report for Block One Mixed Use Bank Stabilization dated December 7, 2012 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. 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. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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 Larimer County. 32. 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. 33. 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. 34. 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. 35. 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. 36. 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 37. 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: City of Fort Collins benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street. Elevation= 4960.55 City of Fort Collins benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 38. 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. 39. 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. 40. 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. 41. Approved Variances are listed as follows: None. 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 priorto 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. 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. Riprap Rundown Notes 1. Existing riprap for Linden Street bridge protection is D50 = 18". It is assumed that the existing bridge riprap was designed to withstand the 100-yr event and that the new larger riprap will therefore withstand the 100-yr event. 2. Existing riprap to be re-used where possible. additional riprap to be added to reach design depth. 3. Contractor shall ensure that the new riprap matches the existing riprap in color and blends seemlessly. C. Flooplain Notes 1. There shall be no storage of equipment or materials in the Poudre River 100-Year Floodplain or Floodway. 2. There shall be no storage or floatable materials in the Poudre River Floodplain or Floodway. This includes overnight parking. Any items in the Poudre River Floodplain that can float (bike racks, tables, benches, etc) shall be anchored to prevent floatation. 17 Design: June 19, 2013 237-500 B. Schenderlein 49 No. Revisions: By: Date: ENCOMPASS TECHNOLOGIES RIVER DISTRICT BLOCK ONE MIXED USE FORT COLLINS, COLORADO ENCOMPASS TECHNOLOGIES NOT FOR CONSTRUCTION REVIEW SET 06/19/13 BANK STABILIZATION BHA Design, Inc. 1603 Oakridge Drive, Suite 100 Fort Collins, CO 80525 (970) 223-7577 PLANNER/ LANDSCAPE ARCHITECT Encompass Technologies 324 Jefferson Street Fort Collins, CO 80524 (970) 449-8000 DEVELOPER/APPLICANT RIVER DISTRICT BLOCK ONE MIXED USE BANK STABILIZATION BEING A PORTION OF BLOCK 1, CITY OF FORT COLLINS AND A PORTION OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 9 BANK STABILIZATION DETAILS & SPECIFICATIONS 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: BENCHMARK #1: City of Fort Collins Benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street . Elevation= 4960.55 BENCHMARK #2: City of Fort Collins Benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 Basis of Bearings Basis of Bearings is the Northwest line of Block 1, City of Fort Collins bearing North 41�41'10" East from a set 1" brass tag & nail at the Westerly corner of Block 1 to a found #4 rebar with 1" plastic cap LS 14823 at the Northerly corner of property (assumed bearing). Northern Engineering Services, Inc NE Project No. 685-001 Date: October, 2011 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc. "SUBSURFACE EXPLORATION REPORT 418 LINDEN STREET FORT COLLINS, COLORADO" EEC Project No. 1112066 Date: October 25, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: Earth Engineering Consultants, Inc. 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� GEOTECHNICAL ENGINEER SITE ENGINEER SURVEYOR Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 16 UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 36" CITY OF FORT COLLINS MOTORCYCLE STENCIL PREFORMED THERMOPLASTIC 24" 1:12 max. X=2' min. Driveway Width Varies 2'-0" 6" Attached Sidewalk Lip FL Back of curb Right of Way line Detached Attached Right of Way Line Detached Sidewalk 1:24 (max.) NOTE: 1. Concrete driveway must be provided to the property line. Refer to C�� 25for minimum removal dimensions. X Y W X Y W = Width 1:12 (max.) Property Line t 1/4" PER FT. N.T.S. SECTION A-A 2" t 1:12 (max.) t X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk TYPE I TYPE II 1:12 (max.) 1:48 A A PERSPECTIVE X=6'-0" 1:48 SLOPE 1:12 max. B B WALK Y t t WALK t 2" FLOWLINE JOINT EXPANSION BOW 1:12 (max.) 1:24 SECTION B-B N.T.S. LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (TYPES I & II) Ramp if necessary 1:12 max. BOW Expansion joint if drive continues as concrete WALK 6" (max.) 1/2" 2"R. ONLY PARKING RESIDENTIAL AND EMPLOYEE VEHICLE ONLY PARKING RESIDENTIAL AND EMPLOYEE VEHICLE ONLY PARKING RESIDENTIAL AND EMPLOYEE VEHICLE ONLY PARKING RESIDENTIAL AND EMPLOYEE VEHICLE 15 NOT TO SCALE 1 SIGN POST 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" NOT TO SCALE 3 DRIVEWAY APPROACH NOT TO SCALE 2 PARKING LOT SIGNS MODIFIED R7-5 4 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VEHICLE CONTROL TRACKING PAD NOT TO SCALE COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL MANHOLE ROCK BERM SHALL 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. 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". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }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x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'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 %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. 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. VTC 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 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA SF 1 2 3 4 5 WP DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: SEDIMENT TRAP 12/27/00 D-22 NBJ PIPE OUTLET WITH GRAVEL FILTER GENERAL NOTES: OR OVER EXCAVATE PERMANENT POND BY ESTIMATED SEDIMENT LOAD 4 FT. 5 FT. MAX V=100 YARD 3/AC 4:1 4:1 1 FT. FLOW 1 FT. MIN. 48 IN. MIN. 1/2 IN. WIRE MESH TOP OF SPILLWAY SPILLWAY MUST PASS 10 YEAR STORM RUNOFF 12 IN. (MIN.) ABOVE TOP OF PIPE 1 1/2 IN. AGGREGATE PILED 1. SEDIMENT SHALL BE REMOVED WHEN TWELVE-INCHES OF SEDIMENT HAS ACCUMULATED. 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN. ST SEDIMENT TRAP NOT TO SCALE 6 NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE:30 _ _ AGS _ _ X 1 - 12" - 30" FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3 - 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"). 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 5 - ALL CURB INLET GRATE OPTIONS (STANDARD & DIAGONAL) SHALL MEET H-20 LOAD RATING DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7002-110-032 REV F 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� DRAIN BASIN WITH 2 FT X 2 FT CURB INLET QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 1-23-06 DRAWN BY EBC 3-17-10 EBC (2) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 12" - 24", 10" MIN ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 12" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) ASPHALT CONCRETE CURB & GUTTER (1) DUCTILE IRON FRAME, GRATE, & HOOD 12" - 30" (3) 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 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. 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 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. ® �2010 NYLOPLAST (4) ADAPTER ANGLES VARIABLE 0� - 360� ACCORDING TO PLANS SEDIMENT TRAP NOT TO SCALE 7 14 EXISTING LID AND RIM/COVERS TO BE REMOVED AND REPLACED 56.93 57.18 60.05 FINISHED GRADE (LANDSCAPE) 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 CAD FILE NAME: DETAILS DRAWN BY: T. COX D46.dwg OUTLET STRUCTURE DATE DRAWN: 8/15/05 C C A A B B CONTROL PLATE Ls 3'-6" 1' (MIN.) 6" Ws 6" 6" VARIES VARIES 6" Ws/2 Ws/2 OUTLET CENTERLINE PIPE OF SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE #4@#4@12" 12" #4@18" #4@12" 6" Wo Wo Wo Wp (Wo+6") 4" (TYP.) TABLE 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE STAINLESS STEEL ANCHOR BOLT (TYP.) 1' (MAX.) INTO CONCRETE SIDES STEEL CHANNEL FORMED 3/8"x1" FLAT BAR HOLDING FRAME INTERMITTANT WELDS ON TOP AND SIDES STAINLESS STEEL ANCHOR BOLTS OR PLATE FLOW CONTROL 51"x51" GRATING (3/8" ROUND OR TWISTED CROSS BARS AT 3" O.C., WELDED TO 1"x3/8" BEARING BARS AT 2 1/2" O.C.) 3/8" ROUND OR TWISTED CROSS BAR BAR 1"x3/BEARING 8" PLAN 3" CLR. TO FASTEN GRATE DOWN 3/8"x6" THREADED BOLT D 4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING. 3 1/2" x1 1/2" KEY OUTLET PIPE 4% 4% CLR. 3" BAR #4 HOOP PIPE CONCRETE METAL OR F LAP 12" #4@12" O.C. O.C. #4@12" CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 1. 2. 3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. HAVE A MINIMUM 2" CLEARANCE. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL #4 DIAGONAL (TYP.) SECTION D-D HOLE (TYP.), SEE ELEV. B ELEV. A ELEV. C WQ SPILL ELEV. WATER QUALITY 100-YEAR OUTLET D D CONCRETE OF WING WALLS PAD WITH USE ELEV. A (POND INV.) ELEV. B (WQCU ELEV) ELEV. C SPILL ELEV. WQ HOLE DIA. # OF COLUMNS # OF ROWS SECTION LINE A-A (ARROWS A A POINT IN DIRECTION SECTION OPP. OPPOSITE CLR. CLEARANCE ABBREVIATIONS MINIMUM MAXIMUM ON CENTER DIAMETER TYPICAL WIDTH OF CONCRETE OPENING WIDTH OF PLATE NUMBER @ AT # Wp Wo TYP. DIA. O.C. MAX. LEGEND WATER QUALITY (WQ) WQ WATER QUALITY D WQ INV. INVERT ELEV. ELEVATION 6" Ls Ws 6" CONCRETE DOWEL WITH PAD USE OF Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo (12" MIN.) STEEL OR EQUAL) (NOTE 5) TRASH RACK (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 EQUAL) FILTER STAINLESS NO. 93 (U.S. WELL SCREEN STEEL OR DETAIL D-46 INVERT OF PLATE HOLES TO BE AT BOTTOM ROW OF LAST DATE REVISED: 4/7/11 3/8"x6" THREADED BOLT TO FASTEN GRATE DOWN GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. FLOW TO COVER OPENING (FASTEN WITH 3/8"x6" TREADED 1/4" METAL BOLTS) PLATE TO GRATE, WITH TO GRATE, WITH (TYP. OPP. SIDE) GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED 1/4" PLATE, WELDED STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 4951.50 4952.30 4952.30 4953.50 1.00-FT 48-INCH 48-INCH 12-INCH 1/4-INCH 3 1 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: CONCRETE END SECTIONS 01/31/01 D-15 NBJ E {DIA.} {D} {A} C B E E E E F F PLAN C B D A RISE SPAN END VIEW PLAN E F M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES SECTION D F-FA RISSEPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR 2 FT. 7 IN. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 54 31 120 72 60 39 99 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW + STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD CONCRETE NOTES 2/22/05 D-41 TDC CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. 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 NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 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 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 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 PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. 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 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: SHALLOW MANHOLE WITH FLAT TOP 11/8/00 D-4 NBJ PIPE SIZE MIN. MANHOLE DIAMETER 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) OVER 42 IN. 72 IN. 60 IN. 48 IN. NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: ALTERNATE BASE POURED INVERT RECAST MANHOLE BASE 8 IN. MIN. 6 IN. 2 IN. MIN. SLOPE 1 IN./FT. BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE SEE NOTE MANHOLE RUNGS 12 IN. O.C. FINISHED GRADE 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 8 IN. 1 FT. 5 FT. MAX. 16 IN. MAX SLOPE 1 IN./FT. 18 IN. MAX 2 IN. 8 IN. MIN. 28 IN. MAX ASTM C-478 AS NEEDED 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 WEST WATER QUALITY STRUCTURE LID ADJUSTMENT PROPOSED 42"X72" HATCH EXISTING LID AND RIM/COVERS TO BE REMOVED AND REPLACED 56.46 56.75 60.44 FINISHED GRADE (LANDSCAPE) EAST WATER QUALITY STRUCTURE LID ADJUSTMENT * MODIFIED BY NORTHERN ENGINEERING 13 UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with 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' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. 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 Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUT FALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO NOT TO SCALE PRIVATE CURB & GUTTER Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" VERTICAL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 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. past the meter pit. 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 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. %GENERAL 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. PLAN VIEW 48" DIA. 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 %GENERAL 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 DETAIL "A" 8 8.5 WITH 1 1/2 IN. DIA. HOLE OUTSIDE EDGE OF WALL. 3 IN. RAD. 6 IN. WALL 8 IN. IN CENTER - EXTEND CHANNEL TO GENERAL NOTES: 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION C-C # 4 BARS # 5 BARS ADD 1 # 4 BARS 11 FT. 0 IN. 14 1/2 IN. 1 FT. 6 IN. ADD 1 # 4 BARS # 4 BARS-12 IN. O.C. BOTHWAYS 4 FT. 0 IN. SECTION B-B WARPED GUTTER DEPRESSED GUTTER 3 FT. 6 IN. WARPED GUTTER 3 FT. 6 IN. NORMAL FLOW LINE ALTERED TOP OF CURB SECTION A-A WITH CURB FACE 8 IN. 6 IN. 2 IN. # 5 BAR 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 2:1 2 IN. 4:1 1/4 IN.-1 IN. LEG 6 IN. 18 IN. LONG #4 BAR 3 IN. X 3 IN. X 3/8 IN. 1 1/4 IN. DIA. X 14 IN. GALV. STEEL 3 1/2 IN. ROD AT - TOP. THREADED PLATE 6 IN. 8 8.5 FLUSH 6 IN. DETAIL "B" 3 IN. BACK OF CURB SEE DETAIL "A" FLOWLINE WARPED CURB & GUTTER (TYP.) #4 BARS AT 12 IN. O.C. 11 IN. 6 IN. 2 #5 BARS AT 6 IN. O.C. 5 #5 BARS AT 9 IN. O.C. 3:1 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 6#4 BARS AT 11 IN. O.C. 6 IN. THICK SIDEWALK (TYP.) 3 FT. 1 FT. 4 FT. 6 IN. 2 FT. 3 FT. 6 IN. 11 FT. 4 FT. OPENING 9 IN. 1 FT. (TYP.) DETAIL "B" 3 FT. 6 IN. 6 IN. A A B C C B #4 BARS-12 IN. O.C. BOTHWAYS #4 BARS #5 BARS 1% SLOPE SEE DETAIL "B" 2 FT. 0 IN. 5 FT. 6 IN. 6 IN. #4 BARS 6 IN. 8 1/2 IN. 6 IN. (REINFORCEMENT NOT SHOWN) 2 IN. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12/19/00 D-12 CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK NOT TO SCALE CURB & GUTTER - TYPE II-B SPECIAL 6" 2" 1 1/2"R. 3'-6" 2" R. 1'-4 1/2" 12" 6" VERTICAL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 1'-6" LINDEN STREET PAVEMENT DETAIL (PRIVATE DEVELOPMENT AREAS) HEAVY DUTY {ASPHALT SECTION} NOTE: SEE THE GEOTECHNICAL ENGINEERING REPORT TITLED "SUBSURFACE EXPLORATION REPORT, 418 LINDEN STREET, FORT COLLINS, COLORADO EEC PROJECT NO. 1112066" PREPARED BY EARTH ENGINEERING CONSULTANTS, INC FOR ADDITIONAL INFORMATION. 4.5" HOT BITUMIOUS PAVEMENT (S OR SX) 7" AGGREGATE BASE COURSE (CLASS 5 OR 6) APPROVED SUBGRADE 6" PORTLAND CEMENT CONCRETE HEAVY DUTY APPROVED SUB-GRADE CONCRETE PAVEMENT 12 OS3 OS1 3 100-YR FLOOD ELEV.=4953 (FT.COLLINS NGVD29) 4956 (NAVD88) FEMA CROSS-SECTION "CA" W5 W3 VTC RP WD SF SF WD IP IP ST EXISTING 36" STORM DRAIN 1 4 SF SF SF SF SF SF SF SF SF SF SF SF SF DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C10 C100 10-�� T� (��) 100-� � T� (��) Q10 (��) Q100 (��) 1 1 0.05 0.95 1.00 5.0 5.0 0.2 0.5 2 2 0.30 0.95 1.00 5.0 5.0 1.4 3.0 3 3 0.02 0.34 0.42 5.0 5.0 0.0 0.1 4 4 0.59 0.62 0.77 5.7 5.0 1.7 4.5 5 5 0.07 0.25 0.31 5.0 5.0 0.1 0.2 OS1 OS1 0.63 0.67 0.84 5.0 5.0 2.1 5.3 OS2 OS2 0.38 0.72 0.90 5.0 5.0 1.3 3.4 OS3 OS3 0.12 0.55 0.68 5.0 5.0 0.3 0.8 No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C600 EROSION CONTROL PLAN DRAINAGE AND J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 K�� '� ��. C�� . R LEGEND: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL WATER QUALITY POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) POND INVERT WQ WATER SURFACE POND SPILL ELEV. 0.01 0.01 4951.50 4952.30 4953.50 PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET PROPOSED CONTOURS 80 79 EXISTING STORM SEWER PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING TREES A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac EXISTING RIGHT-OF-WAY EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN 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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 3.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. { 4.SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET C001, AS WELL AS DETAILS ON SHEET C702. }5.REFER TO THE "FINAL DRAINAGE REPORT FOR BLOCK ONE' BY NORTHERN ENGINEERING, DATED JUNE 19, 2013 FOR ADDITIONAL INFORMATION. 6.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 7.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE SITE CONSTRUCTION ELEMENTS (WATER QUALITY PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN. 8.ANY FLOATABLE ITEMS (PICNIC TABLES, BIKE RACKS, ETC.) WITHIN THE FLOODPLAIN SHALL BE ANCHORED APPROPRIATELY. {9.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING FEATURES AND CONSTRUCTION OF THE PROPOSED TRAIL, PROPOSED PARKING LOT AND BANK STABILIZATION WITHIN THE FEMA FLOODWAY. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION NO-RISE CERTIFICATION WILL BE REQUIRED. 10.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. -NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND POST-CONSTRUCTION FOR THE POND OUTLET PIPE AND ANY OTHER WORK IN THE FLOODWAY. GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SF SWALE WATTLE DIKE WD RP SF IP W5 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST 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 EROSION CONTROL NOTES: 11 4965 4970 9+75 10+00 11+00 11+25 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 9+75 10+00 11+00 11+25 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 9+75 10+00 11+00 11+25 No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C500 ROAD PLAN AND PROFILES J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL RAMP CENTERLINE PARKING GARAGE SCALE : 1" = 30' (H) 1" = 5' (V) FLOWLINE LINDEN STREET SCALE : 1" = 30' (H) 1" = 5' (V) LEFT RAMP EDGE PARKING GARAGE SCALE : 1" = 30' (H) 1" = 5' (V) RIGHT RAMP EDGE PARKING GARAGE SCALE : 1" = 30' (H) 1" = 5' (V) NORTH LEGEND: NOTES: 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 BIKE RACKS, BENCHES, SEAT WALLS, LANDSCAPE WALLS TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL 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.THIS SEGMENT OF PROPOSED BANK STABILIZATION IMPROVEMENTS WILL BE FUNDED BY THE CITY CONTINGENT UPON CITY COUNCIL APPROVAL. 9.THIS SEGMENT OF PROPOSED BANK STABILIZATION IMPROVEMENTS WILL BE FUNDED BY THE DEVELOPER. 10.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 DETAILS. 11.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY EEC AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 12.ALL PRIVATE CONCRETE WALKS SHALL BE SEALED AS RECOMMENDED BY LATEST GEOTECHNICAL REPORT BY EEC AND/OR RECOMMENDED BY EEC. 13.EPOXY APPLICATORS SHALL BE APPLIED AS SPECIFIED IN THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 14.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF STRIPING AND MARKING. 15.ALL REGULATORY SIGNAGE ALONG LINDEN STREET SHALL BE BE "ENHANCED LINDEN STREET STYLE REGULATORY SIGNAGE" TO MATCH PROPOSED SIGN PROPOSED STORM INLET PROPOSED "HEAVY DUTY" CONCRETE FOR PARKING LOT PAVEMENT AND GARAGE RAMP (SEE NOTE 11) PROPOSED 1.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED SWALE EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED COLORED CONCRETE PROPOSED ASPHALT PAVEMENT (SEE NOTE 10) EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING WATER'S EDGE PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN PROPOSED 1.5-FOOT OUTFALL CURB & GUTTER SECTION PROPOSED MILL AND OVERLAY 10 K�� '� ��. C�� . R LEGEND: NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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 OR 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.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE SITE CONSTRUCTION ELEMENTS (WATER QUALITY PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN. 7.ANY FLOATABLE ITEMS (PICNIC TABLES, BIKE RACKS, ETC.) WITHIN THE FLOODPLAIN SHALL BE ANCHORED APPROPRIATELY. {8.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING FEATURES AND CONSTRUCTION OF THE PROPOSED TRAIL, PROPOSED PARKING LOT AND BANK STABILIZATION WITHIN THE FEMA FLOODWAY. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION NO-RISE CERTIFICATION WILL BE REQUIRED. 9.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. -NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND POST-CONSTRUCTION FOR THE POND OUTLET PIPE AND ANY OTHER WORK IN THE FLOODWAY. 10.THE FLOODWAY SHALL BE STAKED IN THE FIELD PRIOR TO START OF CONSTRUCTION. 11.PLEASE REFER TO SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TC - TOP OF CONCRETE TW - TOP OF WALL TS - TOP OF STAIR BS - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 BW - BOTTOM OF WALL EXISTING STORM SEWER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING TREES EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING WATER'S EDGE PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN 2' at 3:1 15' at 3:1 PROPERTY LINE 1 NORTH WEST ENTRANCE, PATIO AND RAISED WALKS 2 NORTH EAST WALK AND GARAGE ENTRANCE 3 SOUTH EAST PATIOS 7 SECTION A-A 6 PARKING GARAGE ENTRANCE AND WALL 4 SPOT ELEVATIONS CONCRETE SLAB ABOVE WALL 5 SPOT ELEVATIONS FOR EXTENDED WALL RAISED WALK 0.5' XX.XX TC BW XX.XX WALL HEIGHT VARIES RAISED PATIO/WALK XX.XX TW BW XX.XX WALL HEIGHT VARIES XX.XX TC SEE ARCHITECTURAL PLANS FOR DETAILS PROPOSED WALL PROPOSED WALL SEE ARCHITECTURAL PLANS FOR DETAILS XX.XX TW BXWX.XX WALL HEIGHT PROPOSED WALL VARIES XX.XX 1" 1' 1"1' XX.XX TW BW XX.XX XX.XX WALL HEIGHT VARIES PROPOSED WALL SEE ARCHITECTURAL PLANS FOR DETAILS 9 GRADE BREAK GRADE BREAK RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C400 GRADING PLAN K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: 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 OR 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.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE SITE CONSTRUCTION ELEMENTS (WATER QUALITY PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN. 7.ANY FLOATABLE ITEMS (PICNIC TABLES, BIKE RACKS, ETC.) WITHIN THE FLOODPLAIN SHALL BE ANCHORED APPROPRIATELY. {8.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING FEATURES AND CONSTRUCTION OF THE PROPOSED TRAIL, PROPOSED PARKING LOT AND BANK STABILIZATION WITHIN THE FEMA FLOODWAY. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION NO-RISE CERTIFICATION WILL BE REQUIRED. 9.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. -NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND POST-CONSTRUCTION FOR THE POND OUTLET PIPE AND ANY OTHER WORK IN THE FLOODWAY. 10.THE FLOODWAY SHALL BE STAKED IN THE FIELD PRIOR TO START OF CONSTRUCTION. 11.PLEASE REFER TO SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. 12.SEE APPROVED LANDSCAPE PLANS FOR RETAINING WALL SPECIFICATIONS AND DETAILS. PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TC - TOP OF CONCRETE TW - TOP OF WALL TS - TOP OF STAIR BS - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 BW - BOTTOM OF WALL EXISTING STORM SEWER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING TREES EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING WATER'S EDGE PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN 8 T TV RD FO PROPOSED BUILDING 5' MH A2 STA 10+15.73 N: 132388.91 E: 196330.85 SSA2 - 6''X6''X6'' WYE STA 10+24.33 N: 132455.39 E: 196203.20 SSA5 - 4'' 90� BEND STA 10+49.72 N: 132436.58 E: 196218.03 SSA4 - 4'' 45� BEND STA 10+29.72 N: 132450.00 E: 196203.20 SSA3 - 4''X4''X4'' WYE STA 10+27.03 N: 132452.70 E: 196203.20 EXISTING ELECTRIC/FIBER OPTIC DUCT BANK (4.5'X3') LINDEN ST. EXISTING R.O.W. PROPOSED GREASE INTERCEPTOR (SEE NOTE 10) CONNECT TO EX. 8" SANITARY SEWER EXISTING 36" STORM 6"x4" REDUCER (S & SE) 6"X6"X6" WYE 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 9+50 10+00 11+00 11+25 PROPOSED 2" INSULATION BOARD (SEE NOTE 12) PROPOSED GROUND EXISTING GROUND 4935 4940 4945 4950 4955 4960 4965 4970 4935 4940 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 PROPOSED GROUND EXISTING GROUND 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 PROPOSED GROUND EXISTING GROUND No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C301 UTILITY PLAN AND PROFILES J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' STORM LINE A STORM LINE B SANITARY SERVICE LINE A NORTH NORTH PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' NOTES: LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC � � � CONTROL IRR EXISTING FIBER OPTICS FO EXISTING GAS G PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED TELEPHONE T PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC SERVICE 2" W PROPOSED FIRE SERVICE 8" F PROPOSED WATER APPURTENANCES EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING DUCT BANK E FO PROPOSED CABLE TELEVISION CTV EXISTING WATER'S EDGE PROPOSED SAWCUT PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN REFER TO APPROVED BANK STABILIZATION DRAWINGS AND REPORT BY FLYWATER 7 RD FO EXISTING 100' LINDEN STREET RIGHT-OF-WAY TAGNUMBER 13' 34.13' PROPOSED DRAINAGE AND ACCESS EASEMENT EXISTING BRIDGE WALL EXISTING R.O.W. EXISTING 36" STORM DRAIN No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C300 UTILITY PLAN J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 K�� '� ��. C�� . R NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC � � � CONTROL IRR EXISTING FIBER OPTICS FO EXISTING GAS G PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED TELEPHONE T PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC WATER SERVICE 2" W PROPOSED FIRE SERVICE 8" F PROPOSED WATER APPURTENANCES KEY: EXISTING WATER QUALITY STRUCTURE LIDS TO BE REPLACED AND RAISED 1 PROPOSED COMMERCIAL SANITARY SEWER SERVICE 2 PROPOSED 6-INCH SANITARY SEWER (SEE NOTE 10) 6 PROPOSED 2-INCH WATER METER AND SERVICE 8 PROPOSED 8-INCH FIRE SERVICE 9 10 PROPOSED ROOF DRAIN 3 PROPOSED INLET AND STORM DRAIN RELOCATED {" METER, CURB STOP AND WATER SERVICE TO RANCH-WAY PROPERTY} 11 CONNECT TO EXISTING TELEPHONE LINE. PEDESTAL TO BE REPLACED (SEE NOTE 13) PROPOSED RESIDENTIAL SANITARY SEWER SERVICE 4 PROPOSED GREASE INTERCEPTOR (SEE MECH. DRAWINGS FOR CONTINUATION AND DETAILS) 5 EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING DUCT BANK E FO PROPOSED CABLE TELEVISION CTV EXISTING WATER'S EDGE PROPOSED SAWCUT PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN INSTALL 2" INSULATION BOARD OVER SERVICE. (SEE NOTE 17) 12 CONNECT TO EXISTING FIBER OPTIC LINE. 13 6 PROPOSED DRAINAGE AND ACCESS EASEMENT CACHE LA POUDRE RIVER LINDEN STREET (100' ROW) 60' FT (%%P) (SEE NOTE 8) 100' FT (%%P) (SEE NOTE 9) 15.95' EXISTING BRIDGE WALL 10.03' 6.27' EXISTING R.O.W. Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ 1 2 3 4.2 4.2 4.2 4.2 OWNER: RANCH-WAY INC. (FIRST FLOOR) 13' (TYP.) 13' (TYP.) C200 SIGNING AND STRIPING PLAN HORIZONTAL CONTROL AND J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 K�� '� ��. C�� . R LEGEND: NOTES: D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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 BIKE RACKS, BENCHES, SEAT WALLS, LANDSCAPE WALLS TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL 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.THIS SEGMENT OF PROPOSED BANK STABILIZATION IMPROVEMENTS WILL BE FUNDED BY THE CITY CONTINGENT UPON CITY COUNCIL APPROVAL. 9.THIS SEGMENT OF PROPOSED BANK STABILIZATION IMPROVEMENTS WILL BE FUNDED BY THE DEVELOPER. 10.ALL PROPOSED PAVEMENT SECTIONS FOR PRIVATE DEVELOPMENT, SEE LATEST GEOTECHNICAL REPORT BY EEC AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 11.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. 12.ALL PRIVATE CONCRETE WALKS SHALL BE SEALED AS RECOMMENDED BY LATEST GEOTECHNICAL REPORT BY EEC AND/OR RECOMMENDED BY EEC. 13.EPOXY APPLICATORS SHALL BE APPLIED AS SPECIFIED IN THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 14.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF STRIPING AND MARKING. 15.ALL REGULATORY SIGNAGE ALONG LINDEN STREET SHALL BE BE "ENHANCED LINDEN STREET STYLE REGULATORY SIGNAGE" TO MATCH WHAT IS CURRENTLY INSTALLED ALONG LINDEN STREET. 16.FOR PARKING GARAGE SIGN LOCATIONS SEE APPROVED ARCHITECTURAL PLANS PROPOSED SIGN PROPOSED STORM INLET PROPOSED "HEAVY DUTY" CONCRETE FOR PARKING LOT PAVEMENT AND GARAGE RAMP (SEE NOTE 10) PROPOSED 1.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED SWALE EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE PROPOSED COLORED CONCRETE PROPOSED ASPHALT PAVEMENT (SEE NOTE 11) EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING WATER'S EDGE PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM TO REMAIN 4" SOLID GREEN LINE, PREFORMED THERMO PLASTIC PAVEMENT MARKING 4" SOLID WHITE LINE, STRIPING LEGEND: 1 2 PREFORMED THERMO PLASTIC PAVEMENT MARKING PREFORMED THERMO PLASTIC PAVEMENT MARKING 3 MOTORCYCLE STENCIL (SEE DETAIL SHEET) No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets PROPOSED 1.5-FOOT OUTFALL CURB & GUTTER SECTION PROPOSED MILL AND OVERLAY PARKING LOT CONCRETE JOINT PATTERN 1 LONGITUDINAL JOINT WITH DOWEL. CONSTRUCTION JOINT WITH DOWEL 2 CONTRACTION JOINT WITH DOWEL 3 NOTES: 1. JOINTS SHALL BE SPACED 13 FT ON CENTER UNLESS OTHERWISE NOTED. 2. SUGGESTED JOINT PATTERN. ALTERNATE JOINT PATTERN AS APPROVED BY EEC. SCALE 1"=20' 5 4.2 PARKING SIGN (SEE DETAIL SHEET) (SEE NOTE 16) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 36" STORM DRAIN EXISTING 100' LINDEN STREET RIGHT-OF-WAY EXISTING R.O.W. No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 06/19/13 PROJECT: 685-002 Sheet RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 06/19/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� of 47 Sheets C100 & DEMOLITION PLAN EXISTING CONDITIONS J. Prelog J. Prelog 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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 K�� '� ��. C�� . R LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING DUCT BANK EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY Northern Engineering Services, Inc. Date: October, 2011 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL VAULT ELEC � � � CONTROL IRR 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.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 3.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. 4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS. 5.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. 6.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.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. 8.CONTRACTOR SHALL CONTACT CENTURYLINK TO COORDINATE THE RELOCATION OF THE EXISTING TELEPHONE PEDESTAL WITH THE PLACEMENT OF NEW CENTURYLINK TELEPHONE LINES FOR THE PROJECT. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ON-SITE PRIVATE ELECTRICAL EQUIPMENT AND LIGHT POLE. 10.REFER TO APPROVED PLANS BY HINES IRRIGATION FOR IRRIGATION SERVICE TO PROPOSED PLANTERS ALONG LINDEN STREET. {11.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING FEATURES AND CONSTRUCTION OF THE PROPOSED TRAIL, PROPOSED PARKING LOT AND BANK STABILIZATION WITHIN THE FEMA FLOODPLAIN. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION NO-RISE CERTIFICATION WILL BE REQUIRED. 12.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. -NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND REMOVE EXISTING TREES REMOVE EXISTING UNDERGROUND ELECTRIC / / / / / / / / / / / / / / / / / E / / / / / / / / / / / / / / / / REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / EXISTING FIBER OPTICS FO EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING STRUCTURE EXISTING ELECTRIC E FO EXISTING TOP OF BANK EXISTING 0.5-FOOT FLOODWAY EXISTING WATER'S EDGE EXISTING 500-YEAR FLOODPLAIN EXISTING TOP OF BERM SAWCUT LINE { 1.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 2.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS TREE MANAGEMENT STANDARDS FOR THINNING AND CLEANING. 3.PRIOR AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR AT THE DRIP LINE, WHICH EVER IS GREATER, THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. MODIFICATION OF PROTECTIVE FENCE LOCATIONS TO ACCOMMODATE CONSTRUCTION SHALL BE APPROVED BY THE CITY FORESTER PRIOR TO MOVING OR ERECTING A PROTECTIVE FENCE. WHERE THE DRIP LINE OF TREES TOUCH OR OVERLAP, PLACE FENCE AROUND GROUPS OF TREES. 4.DURING CONSTRUCTION THERE SHALL BE NO CLEANING OF EQUIPMENT OR MATERIALS OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 5.NO DAMAGING ATTACHMENTS, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 6.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE TREE PROTECTION CHART OF THE FORT COLLINS LAND USE CODE SECTION 3.2.1. 7.CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO NOT DAMAGE ANY EXISTING TREE. CLEARANCE PRUNING OF ANY TREE ON SITE SHALL ONLY BE BY A FORT COLLINS LICENSED ARBORIST FOLLOWING CITY OF FORT COLLINS TREE MANAGEMENT STANDARDS UNDER THE DIRECTION OF THE CITY FORESTER. 8.EQUIPMENT ACCESS/DRIVES SHALL BE POSITIONED TO MINIMIZE TRAVEL OVER THE ROOT SYSTEM OF ANY EXISTING TREE. EQUIPMENT DRIVE LOCATIONS OVER THE ROOT SYSTEM OF ANY SIGNIFICANT TREE SHALL BE APPROVED BY THE CITY FORESTER WITH REQUIREMENTS TO PROTECT THE SOIL FROM BEING COMPACTED. 9.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(#) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.} TREE PROTECTION NOTES 4 1" PLASTIC CAP LS 14823 24.98' 500-YR FLOODPLAIN BOUNDARY WATER'S EDGE AT AT TIME OF SURVEY (APRIL 2012) N04�52'55"E 159.17' N48�18'57"W 44.60' N48�41'10"E 10.49' N06�27'08"E 71.04' N41�18'50"W 14.71' N41�41'10"E 1.89' 20.00' 13.28' 28.42' ENCROACHMENT EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. _______________ ENCROACHMENT EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. _______________ PERMANENT CONSTRUCTION ACCESS & MAINTENANCE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. _______________ LANDSCAPE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. _______________ S04�53'10"W 231.00' S04�22'00"W (R) S38�36'00"E (R) S38�04'50"E 163.45' 20.45' N41�10'00"E (R) N41�41'10"E 214.00' LEGACY SENIOR RESIDENCES REC. NO. 20120081209 XX XX XX XX XX ( IN FEET ) 1 inch = ft. 0 Feet NORTH REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 6/14/13 PROJECT: 685-002 Sheet of 47 Sheet RIVER DISTRICT BLOCK ONE MIXED USE NOTICE : According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown hereon. RANGE: TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 3 MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. __________________________________ Gerald D. Gilliland Colorado Registered Professional Land Surveyor No. 14823 CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:________________________________________ Address: ________________________________________ ________________________________________ Registration No.:__________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer PLANNING APPROVAL By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Planning NOTES: 1) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon File Number 580-F0391069-383-JNB, dated October 4, 2011, prepared by Fidelity National Title Company. 2) The lineal unit of measurement for this plat is U. S. Survey Feet. OWNER: BY:_________________________________ TITLE:______________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by _____________________________________________, as ________________________________________ Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: A tract of land being a portion of Block 1, City of Fort Collins and a portion of the Northwest Quarter of Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the Northwest line of Block 1, City of Fort Collins bearing North 41°41'10" East and with all bearings contained herein relative thereto: COMMENCING at the most westerly corner of said Block 1, thence along the northwesterly line of Block 1, North 41°41'10" East, 250.00 feet to the POINT OF BEGINNING; thence continuing along said northwesterly line, North 41°41’10” East, 214.00 feet; thence, South 38°04’50” East, 163.45 feet; thence, South 04°53’10” West, 231.00 feet; thence, North 48°18’50” West, 299.24 feet to the POINT OF BEGINNING, contains 1.030 acres, more or less. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known RIVER DISTRICT BLOCK ONE MIXED USE (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land. PLAT OF RIVER DISTRICT BLOCK ONE MIXED USE BEING A PORTION OF BLOCK 1, CITY OF FORT COLLINS AND A PORTION OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1 SECTION 12, T7N, R69W CITY OF FORT COLLINS, COLORADO N.A. L. Smith 1"=30' 12 7N 69 W of the 6th PM PROJECT LOCATION VICINITY MAP NORTH 1"=2000' N48�50'00"W (R) - RECORDED BEARING PER RECEPTION NO. 20110068223 PROJECT BENCHMARKS: BENCHMARK #1: City of Fort Collins Benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street. Elevation= 4960.55 BENCHMARK #2: City of Fort Collins Benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 Basis of Bearings Basis of Bearings is the Northwest line of Block 1, City of Fort Collins bearing North 41°41'10" East from a set 1" brass tag & nail at the Westerly corner of Block 1 to a found #4 rebar with 1" plastic cap LS 14823 at the Northerly corner of property (assumed bearing). SET #4 REBAR w/1" PLASTIC CAP, LS 14823 LEGEND BOUNDARY LINE CENTERLINE EASEMENT LINE LOT LINE RIGHT-OF-WAY FOUND PROPERTY CORNER AS DESCRIBED U.S. SURVEY FEET EDGE OF RIVER NORTH AZTLAN COMMUNITY CENTER REC. NO. 20060083144 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 River District Block One Mixed Use dated June 19, 2013 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 Larimer County. 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: City of Fort Collins benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street. Elevation= 4960.55 City of Fort Collins benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 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: 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 priorto 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 River District Block One Mixed Use dated June 19, 2013 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 shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. 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. 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 K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 2 of 47 Sheets CONTACT INFORMATION PROJECT TEAM: BHA Design, Inc. 1603 Oakridge Drive, Suite 100 Fort Collins, CO 80525 (970) 223-7577 [AU] Workshop F�� C��, CO 80524 (970) 430-5220 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 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. Earth Engineering Consultants, Inc. 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 PHONE NUMBER Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC 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. 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 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL VICINITY MAP NORTH 1"=2000' GEOTECHNICAL ENGINEER SUBSURFACE UTILITY LOCATES** BUILDING ARCHITECT SITE ENGINEER SURVEYOR BENCHMARK #1: City of Fort Collins Benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street . Elevation= 4960.55 BENCHMARK #2: City of Fort Collins Benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 Basis of Bearings Basis of Bearings is the Northwest line of Block 1, City of Fort Collins bearing North 41�41'10" East from a set 1" brass tag & nail at the Westerly corner of Block 1 to a found #4 rebar with 1" plastic cap LS 14823 at the Northerly corner of property (assumed bearing). Northern Engineering Services, Inc NE Project No. 685-001 Date: October, 2011 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc. "SUBSURFACE EXPLORATION REPORT 418 LINDEN STREET FORT COLLINS, COLORADO" EEC Project No. 1112066 Date: October 25, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES C100 EXISTING CONDITIONS & DEMOLITION PLAN GRADING PLAN C300 C400 UTILITY PLAN C200 SUBDIVISION PLAT (FOR REFERENCE ONLY) C500 ROAD PLAN AND PROFILES HORIZONTAL CONTROL AND SIGNING AND STRIPING PLAN RIVER DISTRICT BLOCK ONE MIXED USE BEING A PORTION OF BLOCK 1, CITY OF FORT COLLINS AND A PORTION OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Encompass Technologies 324 J�� S�� F�� C��, CO 80524 (970) 449-8000 DEVELOPER/APPLICANT C301 UTILITY PLAN AND PROFILES C600 DRAINAGE AND EROSION CONTROL PLAN C700-C703 CONSTRUCTION DETAILS 1-9 BANK STABILIZATION (BY FLYWATER, INC.) C401 GRADING DETAILS 1