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HomeMy WebLinkAboutCONFLUENCE - PDP - PDP170001 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (19)JEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. LAPORTE AVE. MAPLE AVE. S. MASON AVE. S. HOWES AVE. E. MYRTLE ST E. LAUREL ST E. OAK ST S. REMINGTON ST Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C000 COVER SHEET 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 UTILITY PLANS FOR CONFLUENCE LOT 2 BEING A REPLAT OF PORTIONS OF LOTS 2, 4, 6, & 8, BLOCK 2, TOWN OF FORT COLLINS LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APRIL 2017 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C001 GENERAL & CONSTRUCTION NOTES CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be E E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S S S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL E E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S D S D S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR VAULT AC AC POUDRE STREET (20' ROW) 316 WILLOW STREET NORTHING: 132464.14 EASTING: 195848.91 (OUTSIDE FACE OF WALL) NORTHING: 132386.86 EASTING: 195806.88 (OUTSIDE FACE OF WALL) NORTHING: 132386.85 EASTING: 195806.64 (PROPERTY CORNER) NORTHING: 132471.09 EASTING: 195854.89 (PROPERTY CORNER) 0.17' 0.17' 0.17' 8' 21' 9.17' MATCHLINE EX. RIGHT-OF-WAY PARALLEL PARKING APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER PARKING GARAGE ENTRANCE 0.17' 0.17' 0.17' 310 WILLOW STREET 0.17' 5.00' MIN. 5.00' MIN EX. PROPERTY LINE N41°41'10"E 47.50' N48°18'50"W 20.00' N41°41'10"E 47.50' AC X X X X X X X X X X X X X X X X X X X X X X E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S S D S D D S VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC E AC S D S S ELEC C T C T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X ST W W W W W W W W W W W W W X X X X X X ST ST ST ST ST ST ST ST SS E D D D VAULT ELEC C S CONTROL IRR CONTROL IRR CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC C S C S X X ST ST ST ST X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST E D D VAULT ELEC C S CONTROL IRR CONTROL IRR IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ELEC C S X X ST X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST C.O. VAULT ELEC W W W IRR X 4958 4960 4965 4970 4975 4958 4960 4965 4970 4975 9+75 10+00 11+00 11+50 PROPOSED 5' DIA. STORM MH A1 STA: 10+00.00 RIM: 4970.10 INV IN: 4961.05 15" RCP (NW) INV IN: 4959.30 36" RCP (SW) INV OUT: 4959.30 36" RCP (NE) 58.64 LF 15" RCP @ 1.00% PROPOSED STORM INLET A2 STA: 10+58.64 FL: 4969.49 INV IN: 4961.64 15" RCP (NW) INV OUT: 4961.64 15" RCP (SE) 70.67 LF 15" RCP @ 1.00% PROPOSED CONNECTION TO BUILDING STA: 11+29.31 INV OUT: 4962.35 15" RCP (SE) EXISTING GROUND FINISH GROUND STA.=10+52.19 ASSUMED T.O.P. = 4965.14 EX. FIBER OPTIC STA.=10+45.69 ASSUMED T.O.P. = 4964.70 EX. ELECTRIC STA.=10+44.56 ASSUMED T.O.P. = 4964.55 EX. IRRIGATION STA.=10+41.42 ASSUMED T.O.P. = 4964.50 EX. ELECTRIC STA.=10+38.66 ASSUMED T.O.P. = 4964.71 EX. CABLE TV STA.=10+31.17 ASSUMED T.O.P. = 4965.24 EX. GAS STA.=10+24.73 ASSUMED T.O.P. = 4965.53 EX. TELEPHONE STA.=10+74.26 ASSUMED T.O.P. = 4965.80 PROPSOED ELECTRIC STA.=10+11.42 INV. = 4958.72 EX. SANITARY SEWER STA.=10+22.11 ASSUMED T.O.P. = 4965.15 EX. WATER P-Strm-B 4962 4965 4970 4975 4962 4965 4970 4975 9+75 10+00 11+00 12+00 EXISTING 6' DIA. STORM MH B1 STA: 10+00.00 RIM: 4970.41 INV IN: 4963.58 36" RCP (NW) INV IN: 4963.76 15" RCP (NE) INV IN: 4965.69 12" RCP (SW) INV OUT: 4963.51 36" RCP (SE) 56.70 LF 15" RCP @ 0.50% PROPOSED STORM INLET B2 STA: 10+56.24 FL: 4971.66 INV IN: 4964.04 15" RCP (N) INV OUT: 4964.04 15" RCP (SW) PROPOSED 4' DIA. STORM MH B3 STA: 10+75.57 RIM: 4971.35 INV IN: 4964.14 15" HDPE (NE) INV OUT: 4964.14 15" RCP (S) 18.47 LF 15" RCP @ 0.52% (PRIVATE) 82.46 LF 15" HDPE @ 0.50% (PRIVATE) PROPOSED STORM INLET B4 STA: 11+58.02 FL: 4969.73 INV IN: 4964.55 15" HDPE (NE) INV OUT: 4964.55 15" HDPE (SW) 7.88 LF 15" HDPE @ 0.50% (PRIVATE) PROPOSED STORM INLET B5 STA: 11+65.90 FL: 4968.19 INV OUT: 4964.59 15" HDPE (SW) EXISTING GROUND FINISH GROUND EX. EX. EX. CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) STA.=10+49.30 ASSUMED T.O.P. = 4967.39 EX. WATER STA.=10+66.81 ASSUMED T.O.P. = 4967.43 EX. ELECTRIC STA.=10+70.14 ASSUMED T.O.P. = 4967.37 EX. GAS S P-Strm-C 4962 4965 4970 4975 4962 4965 4970 4975 9+75 10+00 11+00 PROPOSED STORM INLET C2 STA: 10+71.10 FL: 4971.78 INV OUT: 4963.76 15" RCP (SW) EXISTING 6' DIA. STORM MH C1 STA: 10+00.00 RIM: 4971.36 INV IN: 4963.40 36" RCP (NW) INV IN: 4963.40 15" RCP (NE) INV OUT: 4963.18 36" RCP (SE) 71.10 LF 15" RCP @ 0.50% EXISTING GROUND EX. EX. STA.=10+52.22 ASSUMED T.O.P. = 4967.96 EX. TELEPHONE STA.=10+59.19 ASSUMED T.O.P. = 4967.39 EX. WATER CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR D CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S S S D S D D D S S GAS X ST ST X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST C.O. X X X X X X X X X X X M M M M T T LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET 3' 6" 6" 2" 6" 6" 6" 1' 1' 4 1 1 2" 1 2" R. 2" R. GUTTER EDGE MAY BE TAPERED OR BATTERED. (TYPICAL FOR ALL CURB & GUTTER TYPES.) 6" 6" 1' 4 1 2" 1 1 2" R. 2" R. 2% TYP. (SEE GRADING PLAN) Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 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 C601 CONSTRUCTION DETAILS 101 WATER BEDDING REQUIREMENTS PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 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 C602 CONSTRUCTION DETAILS 201 STORMWATER BEDDING REQUIREMENTS 202 STORM SEWER MANHOLE 203 AREA INLET 205 NYLOPLAST INLET 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 102 STANDARD CONCRETE THRUST BLOCKS 103 FIRE HYDRANT 104 TYPICAL WATER SERVICE COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 105 WATER BEDDING REQUIREMENTS 106 STANDARD CONCRETE THRUST BLOCKS 108 SANITARY SEWER BEDDING REQUIREMENTS 107 TYPICAL SANITARY SEWER SERVICE 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 C600 CONSTRUCTION DETAILS Transition back of walk (typ.) Broom finish Broom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varies * (max.) A A 5' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish BACK OF WALK / LANDING Retaining Curb (Optional) 12" (max.) (min.) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies * Detectable Warning 1/4" per ft. 1" per ft. 1" per ft. 1" per ft. 1" per ft. On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb -FOC Flow -Face line of Curb Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC See Note 3 ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 001 TYPICAL CURB & GUTTER 002 SIDEWALK DETAIL 003 HANDICAP RAMP 004 TRUNCATED WARNING DOMES 005 CURB & GUTTER ALONG LINDEN STREET PRIVATE CURB 006 AND GUTTER 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET WILLOW STREET (ROW VARIES) STAIRS STAIRS PROPOSED SIDEWALK PROPOSED ASPHALT WALK EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY PROPOSED 1' WIDE METAL SIDEWALK CULVERT WITH FL @ 0.6% PROPOSED STORM SEWER MANHOLE PROPOSED AREA INLET CONNECT TO EXISTING STORM SEWER MANHOLE PROPOSED STORM SEWER UNDER FLOWLINE PROPOSED AREA INLET PROPOSED TOP BACK OF VERTICAL CURB 1 3 2 BASIN 1 WATER QUALITY TREATMENT PROVIDED IN PROPOSED SAND FILTER (SEE DRAINAGE REPORT) BASIN 3 WATER QUALITY TREATMENT PROVIDED IN EXISTING BAYSAVER PER DOWNTOWN RIVER DISTRICT REPORT AND PLANS (SEE DRAINAGE REPORT) 1 3 2 NO BUILD EASEMENT PROPOSED RIGHT-OF-WAY EX. 36" RCP STORM SEWER @ 1.89% EX. 36" RCP STORM SEWER @ 0.36% EX. 36" RCP STORM SEWER @ 0.11% ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS 4 4 PROPOSED AREA INLET PROPOSED STORM SEWER (BY CITY) EX. 6' Ø STORM SEWER MANHOLE PROPOSED CURB INLET (BY CITY) PROPOSED STORM SEWER MH PROPOSES STORM SEWER (PRIVATE) PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 C500 DRAINAGE PLAN A B2 1.45 ac 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. REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR CONFLUENCE LOT 2" BY NORTHERN ENGINEERING, DATED APRIL 19, 2017 FOR ADDITIONAL INFORMATION. NOTES: UD VAULT ELEC LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 0.23 0.97 1.00 5.0 5.0 0.6 2.3 2 2 0.03 0.97 1.00 5.0 5.0 0.1 0.3 3 3 0.15 0.97 1.00 5.0 5.0 0.4 1.5 4 4 0.01 0.97 1.00 5.0 5.0 0.0 0.1 CONTROL IRR CONTROL IRR VAULT ELEC FO FO FO FO FO FO FO T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS C ABLE TELE W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E G G G G G G G G G G IRR 6" F CTV 6" F EX. STORM MH C1 STA 10+00.00 N: 132149.06 E: 195819.67 71.10 LF 15" RCP @ 0.50% STORM INLET C2 STA 10+71.10 N: 132212.07 E: 195852.59 EX. ASPHALT PATH WILLOW STREET (ROW VARIES) EX. SIDEWALK PROPOSED BUILDING EX. 24" SANITARY SEWER MAIN EX. 6" DIP WATER MAIN RELOCATED FIRE HYDRANT EX. RIGHT-OF-WAY ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS EX. 36" STORM SEWER MAIN CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C404 STORM SEWER C PLAN & PROFILE E 6" SS 2" W 6" F T CTV SS W VAULT ELEC H Y D G T ST E CTV FO NOTES: PROFILE SCALE: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. ALL ON-SITE STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET C2 AREA INLET D S C S T T T T X X ST ST W W W W W W W W W W ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS E E E E G X X X X X X X X X X X X X M G G WILLOW STREET (ROW VARIES) PROPOSED BUILDING EX. 6" DIP WATER MAIN EX. RIGHT-OF-WAY ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS EX. 24" SANITARY SEWER MAIN EX. 36" RCP STORM SEWER EX. 12" RCP STORM SEWER 320 WILLOW STREET 316 WILLOW STREET EX. STORM MH B1 STA 10+00.00 N: 132220.32 E: 195743.68 56.70 LF 15" RCP @ 0.50% STORM INLET B2 STA 10+56.24 N: 132262.45 E: 195781.63 18.47 LF 15" RCP @ 0.52% (PRIVATE) STORM MH B3 STA 10+75.57 N: 132281.72 E: 195779.84 82.46 LF 15" HDPE @ 0.50% (PRIVATE) STORM INLET B4 STA 11+58.02 N: 132343.30 E: 195834.68 7.88 LF 15" HDPE @ 0.50% (PRIVATE) STORM INLET B5 STA 11+65.90 N: 132349.18 E: 195839.91 EX. 36" RCP STORM SEWER CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) PRESERVE & PROTECT EXISTING FENCE ALONG PROPERTY LINE PRESERVE & PROTECT EXISTING FENCE Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C403 STORM SEWER B PLAN & PROFILE E 6" SS 2" W 6" F T CTV SS W VAULT ELEC H Y D G T ST E CTV FO NOTES: PROFILE SCALE: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. ALL ON-SITE STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET B2 AREA INLET STORM INLET B4 AREA INLET STORM INLET B5 AREA INLET STA.=10+39.55 ASSUMED T.O.P. = 4964.65 EX. ELECTRIC EX. EX. E IRR IRR IRR IRR IRR C S FO FO FO FO FO T T T T T W W W W W W W W ST ST ST ST ST ST SS SS SS SS SS SS W CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G 2" W 2" W 2" W 2" W 2" W 2" W E E E E E E E E E STORM MH A1 STA 10+00.00 N: 132238.46 E: 195991.71 58.64 LF 15" RCP @ 1.00% STORM INLET A2 STA 10+58.64 N: 132277.46 E: 195947.92 70.67 LF 15" RCP @ 1.00% CONNECTION TO BUILDING STA 11+29.31 N: 132324.46 E: 195895.14 LINDEN STREET (100' ROW) EXISTING DECK 405 LINDEN STREET PROPOSED BUILDING 5' MIN. EX. 8" PVC SANITARY SEWER EX. RIGHT-OF-WAY PROPOSED STORM SEWER UNDER FLOWLINE EX. 3 4" COPPER WATER SERVICE EX. 12" C900 WATER MAIN EX. 36" STORM SEWER Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C402 STORM SEWER A PLAN & PROFILE E 6" SS 2" W 6" F T CTV SS W VAULT ELEC H Y D G T ST E CTV FO NOTES: PROFILE SCALE: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. ALL ON-SITE STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET A2 AREA INLET X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M T T EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS NO BUILD EASEMENT POUDRE STREET (20' ROW) EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET EX. ASPHALT PATH WILLOW STREET (ROW VARIES) PROPOSED BUILDING (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING) STAIRS STAIRS PROPOSED SIDEWALK PROPOSED ASPHALT WALK ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS EX. 36" RCP STORM SEWER @ 0.11% EX. 36" RCP STORM SEWER PROPOSED AREA INLET GRATE = 4968.19 INV OUT = 4964.59 (15" RCP; SW) 16.90 LF 15" RCP STORM SEWER AT 0.5% (PRIVATE) PROPOSED 15" STORM SEWER @ 0.5% (BY CITY) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY PRESERVE & PROTECT TREE PRESERVE & PROTECT EX. TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) MATCH INTO EX. SIDEWALK MATCH INTO EX. SIDEWALK 70.83 70.00 TC 69.87 TC 70.08 TC 69.87 FL 71.06 FL 69.35 GRATE 69.95 FL 69.46 FL 2.0% 4.4% 3.4% 3.5% 2.0% 2.0% 1.1% 2.0% 1.9% 1.6% 1.6% 1.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.9% 2.0% 1.9% 3.5% 2.0% 2.0% 4.7% 2.9% 3.7% 3.1% 3.6% 2.6% LOWER FINISH FLOOR ELEV = 4970.08 UPPER FINISH FLOOR ELEV = 4971.25 71.23 TC 71.23 TC 71.23 TC 71.23 TC 71.23 TC 71.00 GRD 71.23 TC 71.23 TC 71.23 TC 1.1% 69.25 TC/FF 69.45 TC 69.00 TC/FF 69.45 (69.45) 69.72 (69.94) (???) 5.8% 5.5% 4.9% 2.7% 70.35 GRD 4.3% 5.1% 70.08 GRD GRD:70.06 TS:(71.10) (69.44) 2.0% 71.12 TC/TS 69.97 TC 69.92 TC 69.46 GRATE 2.0% 68.77 TC 69.00 TC/FF 69.25 TC/FF 2.0% 1.5% 1.6% PROPOSED AREA INLET 70.08 TC 1.5% EXISTING DOOR THRESHOLD ELEV. = 4971.42 EXISTING DOOR THRESHOLD ELEV. = 4971.42 PROPOSED STORM SEWER UNDER FLOWLINE PROPOSED AREA INLET 71.25 FF 70.00 GRD 2.0% 70.06 GRD/BW 4.1% 2.0% 69.01 FL 70.24 GRD APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER EXISTING DOOR THRESHOLD ELEV. = 4970.74 EXISTING DOOR THRESHOLD ELEV. = 4971.11 EXISTING DOOR THRESHOLD ELEV. = 4971.20 3:1 2:1 3:1 5:1 (4.2%) (3.0%) (1.5%) (2.7%) 7.2% 2.3% (7.3%) (3.0%) (3.5%) (71.73) REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA 5.0% 71.16 BW 70.01 BW INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT 69.50 (69.68) 3.1% 3.8% 2.6% 3:1 5.0% 68.51 FL (2.4%) (3.8%) (2.8%) 68.71 FL 70.00 GRD 69.99 GRD 70.00 GRD 68.19 GRATE 2:1 5.0% 4:1 INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT INSTALL VERTICAL CURB AGAINST BUILDING AND BASEMENT ENTRANCE 69.16 FL 69.71 FL 6.9% 68.73 FL 13.1% (70.34) GRD (70.57) GRD 68.96 FL 1.5% 1.5% 1.5% 69.08 FL 69.80 GRD 5.0% 5.0% 5:1 70.00 GRD 69.89 GRD 69.38 FL (69.43) 69.70 FL 8:1 5.0% 1.5% 1.5% 3:1 70.25 GRD 70.86 FL (69.89) GRD 5:1 3:1 70.00 GRD SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. 2.5% 2.8% 4.8% 5.0% 4.8% 5.0% CONNECT TO EX. 6' Ø STORM SEWER MANHOLE RIM = 4971.36 EX. INV IN = 4963.40 (36" RCP; NW) EX. INV OUT = 4963.18 (36" RCP; SE) EX. 6' Ø STORM SEWER MANHOLE RIM = 4970.41 EX. INV IN = 4963.58 (36" RCP; NW) INV IN = 4963.76 (15" RCP; NE) EX. INV IN = 4965.69 (12" RCP; SW) EX. INV OUT = 4963.51 (36" RCP; SE) PROPOSED CURB INLET (BY CITY) INV IN = 4964.04 (RCP; N) INV OUT = 4964.04 (RCP; SW) PROPOSED STORM SEWER MH RIM = 4971.40 INV IN = 4964.13 (15" RCP; NE) INV OUT 4964.13 (15" RCP; S) 2:1 1.5% REPLACE ENTRANCE INTO BASEMENT (71.00) (70.97) (70.63) (70.11) 70.16 GRD MATCHLINE SEE SHEET C400 MATCHLINE SEE SHEET C400 MATCH INTO BACK OF EXISTING RIBBON CURB MATCH INTO BACK OF EXISTING RIBBON CURB MATCH INTO BACK OF EX. RIBBON CURB (69.02) (68.91) (68.71) (68.50) 3:1 6:1 7:1 10:1 9:1 3:1 3:1 68.63 FL 68.83 FL 1.5% 1.5% 5:1 (69.93) (69.58) (69.97) 5.0% EXISTING SHED 70.01 GRD (69.83) (70.03) (70.18) 68.28 FL (69.98) (70.13) 1.5% 92.08 LF 15" HDPE STORM SEWER AT 0.5% (PRIVATE) PROPOSED RCP STORM SEWER 9.9% 1.5% 70.25 GRD GRD:(70.05) GRD:70.68 GRD:(69.90) GRD:70.42 GRD:(69.97) GRD:70.62 GRD:(69.95) GRD:70.39 WD:(71.08) TC:71.50 WD:(71.07) TC:71.50 WD:(70.15) TC:71.50 WD:(70.08) TC:71.50 69.31 FL 3:1 3:1 70.25 GRD 70.37 GRD 70.31 GRD 5.2% 1.5% 7.7% TC 71.50 TC 71.50 69.37 FL Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C401 GRADING PLAN (NORTH HALF) VAULT ELEC 77.71 (77.90) 1.8% (1.8%) AC SEE DETAIL ON THIS SHEET SPOT ELEVATIONS AT EX. BASEMENT ENTRANCE NOTES: ST ST ST ST ST ST ST ST ST ST ST ST ST V AULT ELEC W W W IRR X X X X X X X X X X X X X X X X X M 0.9% LINDEN STREET (100' ROW) EX. SIDEWALK EX. SIDEWALK WITH PAVERS EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING 320 WILLOW STREET EX. ASPHALT PATH WILLOW STREET (ROW VARIES) PROPOSED BUILDING (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING) STAIRS STAIRS PROPOSED SIDEWALK PROPOSED ASPHALT WALK ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS EX. 36" RCP STORM SEWER @ 0.11% EX. 36" RCP STORM SEWER EX. 12" RCP STORM SEWER PROPOSED AREA INLET GRATE = 4968.19 INV OUT = 4964.59 (15" RCP; SW) 16.90 LF 15" RCP STORM SEWER AT 0.5% (PRIVATE) PROPOSED 15" STORM SEWER @ 0.5% (BY CITY) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PROPOSED TOP BACK OF VERTICAL CURB PRESERVE & PROTECT EX. TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) SAWCUT LINE (TYP.) MATCH INTO EX. CURB, GUTTER, & SIDEWALK EXISTING HANDICAP RAMP (TYP.) MATCH INTO EXISTING MATCH INTO EX. SIDEWALK MATCH INTO EXISTING CURB & GUTTER SAWCUT LINE (TYP.) MATCH INTO EX. SIDEWALK MATCH INTO EX. CURB & GUTTER (68.31) FL 69.15 FL 70.39 FL 70.47 FL (70.56) FL 70.83 70.00 TC 69.87 TC 70.08 TC 69.87 FL 71.06 FL 69.35 GRATE 69.95 FL 69.46 FL 2.0% 4.4% 3.4% 3.5% 2.0% 2.0% 1.1% 2.0% 1.9% 1.6% 1.6% 1.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.9% 2.0% 1.9% 3.5% 2.0% 2.0% 0.9% 2.8% 1.0% 2.7% LOWER FINISH FLOOR ELEV = 4970.08 UPPER FINISH FLOOR ELEV = 4971.25 71.23 TC 71.23 TC 71.23 TC 71.23 TC 71.23 TC 71.00 GRD 71.23 TC 71.23 TC 71.23 TC PROPOSED STORM SEWER MANHOLE 1.1% (70.93) FL 69.45 (69.45) 69.72 (69.94) (???) 5.8% 5.5% 2.7% 4.9% 70.35 GRD 4.3% 5.1% 70.08 GRD GRD:70.06 TS:(71.10) (69.44) 2.0% 2.4% 71.12 TC/TS 69.97 TC 69.92 TC 69.46 GRATE 2.0% 2.0% 1.5% 1.6% PROPOSED AREA INLET 70.08 TC 1.5% EXISTING DOOR THRESHOLD ELEV. = 4971.42 EXISTING DOOR THRESHOLD ELEV. = 4971.42 PROPOSED STORM SEWER UNDER FLOWLINE PROPOSED AREA INLET 71.25 FF PROPOSED TOP BACK OF VERTICAL CURB 2.0% 5.0% 68.71 FL 70.06 GRD/BW 4.1% (69.46) (69.80) 1.0% 2.0% (3.6%) 69.01 FL 70.24 GRD EXISTING DOOR THRESHOLD ELEV. = 4970.74 EXISTING DOOR THRESHOLD ELEV. = 4971.20 3:1 7.2% 2.3% (7.3%) (3.0%) (3.5%) (71.73) REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA (1.7%) 5.0% 71.16 BW 70.01 BW INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT 69.50 (69.68) 68.51 FL (2.4%) (3.8%) (2.8%) FL GRD 70.00 GRD 68.19 GRATE 2:1 5.0% 4:1 INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT INSTALL VERTICAL CURB AGAINST BUILDING AND BASEMENT ENTRANCE 69.16 FL 69.71 FL 6.9% 68.73 FL 13.1% (70.34) GRD 1.5% 1.5% 3:1 70.25 GRD 70.86 FL (69.89) GRD 5:1 70.00 GRD SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. CONNECT TO EX. 6' Ø STORM SEWER MANHOLE RIM = 4971.36 EX. INV IN = 4963.40 (36" RCP; NW) EX. INV OUT = 4963.18 (36" RCP; SE) EX. 6' Ø STORM SEWER MANHOLE RIM = 4970.41 EX. INV IN = 4963.58 (36" RCP; NW) INV IN = 4963.76 (15" RCP; NE) EX. INV IN = 4965.69 (12" RCP; SW) EX. INV OUT = 4963.51 (36" RCP; SE) PROPOSED CURB INLET (BY CITY) INV IN = 4964.04 (RCP; N) INV OUT = 4964.04 (RCP; SW) PROPOSED STORM SEWER MH RIM = 4971.40 INV IN = 4964.13 (15" RCP; NE) INV OUT 4964.13 (15" RCP; S) 2:1 1.5% REPLACE ENTRANCE INTO BASEMENT (71.00) (70.97) (70.63) (70.11) 70.16 GRD MATCHLINE SEE SHEET C401 MATCHLINE SEE SHEET C401 3:1 6:1 7:1 10:1 9:1 3:1 3:1 68.63 FL 68.83 FL 1.5% 1.5% 5:1 (69.93) (69.58) (69.97) 5.0% EXISTING SHED 68.28 FL (69.98) (70.13) 1.5% 92.08 LF 15" HDPE STORM SEWER AT 0.5% (PRIVATE) 69.35 FL PROPOSED RCP STORM SEWER Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 NOTES: C400 GRADING PLAN (SOUTH HALF) VAULT ELEC 77.71 (77.90) 1.8% (1.8%) AC SEE DETAIL ON SHEET C401 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E G G G G G X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M AC AC POUDRE STREET POUDRE STREET (20' ROW) 409 LINDEN STREET PROPOSED BUILDING 405 LINDEN STREET 310 WILLOW STREET 6" SS 6" SS G G 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS E E T T E E E E E E E E E E E EX. 24" SANITARY SEWER MAIN PROPOSED BUILDING PROPOSED BUILDING EX. 8" PE SANITARY SEWER @ 0.74% EXISTING TRANSFORMER TO BE RELOCATED INTO VAULT ON OPPOSITE SIDE OF POUDRE STREET WITHIN EXISTING EASEMENT PROPOSE GAS SERVICES. SEE MEP PLANS FOR CONTINUATION. PROPOSED 18.3 LF OF 6" PVC RESIDENTIAL SANITARY SEWER SERVICE AT 1.0% AT INVERT ELEVATION 4963.49. SEE PLUMBING PLANS FOR CONTINUATION. CONNECT BUILDING GREASE INTERCEPTOR & SAND/OIL INTERCEPTOR INTO PROPOSED SANITARY SEWER COMMERCIAL SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4970.68 INV IN: 495712 (NE) INV OUT: 4957.12 (SE) EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY CONNECT TO EXISTING GAS MAIN PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT ELECTRIC SERVICE TO BUILDING SERVICE AT EXISTING ELECTRIC METER (RE: MEP) PROPOSED TRANSFORMER (CONNECT TRANSFORMER TO EX. 3-PHASE ELECTRIC LINE IN LINDEN ST. OR PINE ST. PER UTILITY COMPANY'S SPECIFICATIONS.) PROPOSED NYLOPLAST INLET PROPOSED STORM SEWER APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER PROPOSE ELECTRIC SERVICE. SEE MEP PLANS FOR CONTINUATION. EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4963.33. CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4963.30. PROPOSED 18.3 LF OF 6" PVC COMMERCIAL SANITARY SEWER SERVICE AT 1.0% AT INVERT ELEVATION 4963.52. SEE PLUMBING PLANS FOR CONTINUATION. DESIGN FOR PROPOSED SANITARY SEWER TO BE COMPLETED AS PART OF FINAL PLAN. EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) EX. 24" SANITARY SEWER MAIN EX. 36" RCP STORM SEWER PROPOSED AREA INLET (SEE SHEET C403) PROPOSED CURB INLET BY CITY (SEE SHEET C403) MATCHLINE SEE SHEET C300 MATCHLINE SEE SHEET C300 320 WILLOW STREET 316 WILLOW STREET CONTRACTOR TO ABANDON IN PLACE EXISTING SANITARY SEWER SERVICE CONNECT TO EXISTING SANITARY SEWER SERVICE CONNECT TO EXISTING SANITARY SEWER MAIN CONFLICT WITH UTILITIES TO BE DESIGNED DURING FINAL PLAN. CONNECT TO EX. 6' Ø STORM SEWER MANHOLE (SEE SHEET C403) STORM SEWER B SEE SHEET C403 PROPOSED STORM SEWER MANHOLE (SEE SHEET C403) STORM SEWER B SEE SHEET C403 STORM SEWER B SEE SHEET C403 PROPOSED AREA INLET (SEE SHEET C403) CONNECT TO SAND FILTER (RE: MEP) 3' MIN. APPROXIMATE LOCATION OF RELOCATED TRANSFORMER VAULT 8' EX. UTILITY EASEMENT Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C301 UTILITY PLAN (NORTH HALF) ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 NOTES: LEGEND: E 6" SS 2" W 6" F T CTV SS W VAULT ELEC H Y D G T ST E CTV FO 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 1 2" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 1 2" AND 2" WATER SERVICES. 9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. ALL PROPOSED STORM SEWER INFRASTRUCTURE, UNLESS SPECIFIED, SHALL BE PRIVATELY OWNED AND MAINTAINED. 12. 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. 13. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. DRY UTILITY NOTES 1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2. PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM EXISTING SERVICE LINE AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3. ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER, VAULT, AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING VAULT TO THE PROPOSED VAULT. THE COST OF THE PRIMARY LINE, TRANSFORMER, VAULT, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5. ELECTRIC TRANSFORMER VAULT SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND VAULT WITH APPROVED ARCHITECTURAL PLANS AND CITY OF FORT COLLINS LIGHT AND POWER. 6. XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7. IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 1 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 2 3 4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. 5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) 6 CONNECT TO EXISTING ELECTRIC LINE. VAULT ELEC C S T FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G IRR X X X X X X X X X X X X X X X M EX. ASPHALT PATH EX. SIDEWALK LINDEN STREET (100' ROW) WILLOW STREET (ROW VARIES) EX. SIDEWALK EX. SIDEWALK EXISTING DECK 409 LINDEN STREET PROPOSED BUILDING 405 LINDEN STREET 6" F 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS CTV G G 2" W 2" W 2" W 2" W 2" W 2" W 6" F E E E E E E E E E E PROPOSED BUILDING 3' MIN. 46.3 LF 6" PVC SANITARY SEWER SERVICE AT 1.0% 46.3 LF 6" PVC SANITARY SEWER SERVICE AT 1.0% EX. 12" C900 PVC WATER MAIN EX. 12" C900 PVC WATER MAIN EX. 8" PVC SANITARY SEWER @ 0.40% EX. 36" RCP STORM SEWER @ 1.89% EX. 6" DIP WATER MAIN RELOCATE EXISTING CABLE AMPLIFIER & TELEPHONE BOX RELOCATE EXISTING CABLE TELEVISION PROPOSE GAS SERVICES. SEE MEP PLANS FOR CONTINUATION. CONTINUATION. CONNECT BUILDING GREASE INTERCEPTOR & SAND/OIL INTERCEPTOR INTO PROPOSED SANITARY SEWER COMMERCIAL SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. RELOCATED FIRE HYDRANT REMOVE EX. FIRE HYDRANT & CONNECT PROPOSE FIRE SERVICE TO EX. 6" PIPE. PROPOSED FIRE SERVICE PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4971.86 INV IN: 4956.76 (NW) INV IN: 4958.03 (NE) INV IN: 4958.06 (SW) INV OUT: 4956.68 (SE) EX. SAN. SEWER MH RIM: 4968.40 INV IN: 4959.06 (NE) INV OUT: 4959.01 (SW) EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY CONNECT TO EXISTING GAS MAIN PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT TO EXISTING STORM SEWER WITH PROPOSED MANHOLE (SEE SHEET C402) CONNECT ELECTRIC SERVICE TO BUILDING SERVICE AT EXISTING ELECTRIC METER (RE: MEP) 1 2 3 PROPOSED NYLOPLAST INLET 1 4 3 PRESERVE & PROTECT EX. WATER METER & CURB STOP 2 1 CONNECT INTO EXISTING 12" WATER MAIN WITH 12"x6" TAPPING SADDLE, THRUST BLOCK, AND 6" GATE VALVE. CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4959.21. CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4959.22. PROPOSED STORM SEWER 1 4 PROPOSED AREA INLET (SEE SHEET C404) PROPOSED AREA INLET (SEE SHEET C402) PROPOSE ELECTRIC SERVICE. SEE MEP PLANS FOR CONTINUATION. EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS 5 5 RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. PROPOSED 18.3 LF OF 6" PVC COMMERCIAL SANITARY SEWER SERVICE AT 1.0% AT INVERT ELEVATION 4963.52. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED COMMERCIAL SANITARY SEWER SERVICE AT INVERT ELEVATION 4959.67. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED RESIDENTIAL SANITARY SEWER SERVICE AT INVERT ELEVATION 4959.68. SEE PLUMBING PLANS FOR CONTINUATION. TWO (2) PROPOSED WATER SERVICES WITH METERS & CURB STOPS (1 COMMERCIAL, 1 RESIDENTIAL) CONNECT INTO EX. 12" WATER MAIN PER CITY'S STANDARDS & REGULATIONS RELOCATE EXISTING ELECTRIC SERVICE PROPOSED STORM SEWER UNDER FLOWLINE 6 MATCHLINE SEE SHEET C300 MATCHLINE SEE SHEET C300 MATCHLINE SEE SHEET C301 MATCHLINE SEE SHEET C301 CONNECT TO EX. 6' Ø STORM SEWER MANHOLE (SEE SHEET C404) 320 WILLOW STREET EX. 3 4" WATER SERVICE EX. 3 4" COPPER WATER SERVICE EX. 3 4" COPPER WATER SERVICE STORM SEWER C SEE SHEET C404 STORM SEWER A SEE SHEET C402 CONNECT TO SAND FILTER (RE: MEP) STORM SEWER A SEE SHEET C402 3' MIN. Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C300 UTILITY PLAN (SOUTH HALF) LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 E 6" SS 2" W 6" F T CTV SS W VAULT ELEC H Y D G T ST E CTV FO NOTES: DRY UTILITY NOTES PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 1 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 2 3 4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. 5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) 6 CONNECT TO EXISTING ELECTRIC LINE. X X X X X X X X X X X X M AC LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS NO BUILD EASEMENT EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING EX. ASPHALT PATH WILLOW STREET (ROW VARIES) PROPOSED BUILDING 86' 106' 81' 80' NORTHING: 132265.39 EASTING: 195832.61 (OUTSIDE FACE OF WALL) NORTHING: 132320.35 EASTING: 195881.56 (OUTSIDE FACE OF WALL) NORTHING: 132213.15 EASTING: 195888.80 (OUTSIDE FACE OF WALL) NORTHING: 132272.29 EASTING: 195935.28 (OUTSIDE FACE OF WALL) NORTHING: 132393.86 EASTING: 195927.83 (OUTSIDE FACE OF WALL) NORTHING: 132327.25 EASTING: 195897.63 (OUTSIDE FACE OF WALL) NORTHING: 132400.60 EASTING: 195934.05 (PROPERTY CORNER) NORTHING: 132276.85 EASTING: 195949.71 (PROPERTY CORNER) NORTHING: 132332.13 EASTING: 195902.19 (PROPERTY CORNER) NORTHING: 132318.58 EASTING: 195902.85 (PROPERTY CORNER) NORTHING: 132211.13 EASTING: 195891.19 (PROPERTY CORNER) NORTHING: 132258.04 EASTING: 195825.84 (PROPERTY CORNER) NORTHING: 132320.34 EASTING: 195881.32 (PROPERTY CORNER) STAIRS STAIRS 0.29' 0.13' 0.17' 10' 0.17' 0.17' 0.17' PROPOSED SIDEWALK (WIDTH VARIES) 7.8' 12' 7.75' 15.6' 8' TYP. 21' TYP. SEE INSERT ON THIS SHEET MATCHLINE PROPOSED 5' WIDE ASPHALT WALK EX. RIGHT-OF-WAY PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PROPOSED TOP BACK OF VERTICAL CURB PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) SAWCUT LINE (TYP.) MATCH INTO EX. SIDEWALK MATCH INTO EX. CURB, EXISTING HANDICAP RAMP (TYP.) GUTTER, & SIDEWALK MATCH INTO EXISTING MATCH INTO EX. SIDEWALK MATCH INTO EXISTING CURB & GUTTER SAWCUT LINE (TYP.) 1 PARALLEL PARKING PARALLEL PARKING 13.0' 3.0' 3.0' PARKING GARAGE EXIT PARKING GARAGE ENTRANCE RECONSTRUCT EXISTING HANDICAP RAMP IN ORIGINAL LOCATION EXISTING PARKING AND HANDICAP STRIPING TO REMAIN IN ORIGINAL LOCATION (TYP.) 3.13' 0.29' 0.17' 0.17' 0.17' 9.17' 0.17' 0.17' 1.00' 2.00' 0.13' CONTRACTOR SHALL REPLACE EXISTING TIMELINE/PAVERS WITHIN DEMOLITION AREAS. CONTRACTOR SHALL REPLACE EXISTING TREE GRATE IN ORIGINAL LOCATION EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE 320 WILLOW STREET EX. FENCE N41°41'10"E 83.42' N48°18'50"W 100.00' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' S48°18'50"E 62.75' S41°41'10"W 4.00' S48°18'50"E 9.50' S41°41'10"W 30.50' EXTEND EX. TIMELINE (RE: LANDSCAPE ARCHITECT) RAISED PLANTER (RE: LANDSCAPE ARCHITECT) PROPOSED VERTICAL CURB 2 3.0' ULTIMATE CURB & GUTTER PER CITY OF FORT COLLINS PLANTER AREA (RE: LANDSCAPE ARCHITECT) 0.5' 0.5' 2 Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 INSERT NOTES: C200 HORIZONTAL CONTROL PLAN VAULT ELEC 1 KEY NOTES: REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 5' OF EXISTING METAL & WOOD RAMP. STRIPING AND SIGNAGE LEGEND: 1 1 1 2 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) CABLE ELEC C T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS CABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G E I RR X X X X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M AC AC AC E E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S D S D S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR VAULT CABLE ELEC C T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS CABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G E I RR X X X X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M AC AC AC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RELOCATE EXISTING CABLE & TELEPHONE BOXES PER UTILITY COMPANY'S SPECIFICATIONS. RELOCATE EXISTING CABLE TELEVISION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EX. SIDEWALK POUDRE STREET (20' ROW) PRESERVE & PROTECT EX. TELEPHONE PEDESTAL EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4970.68 INV IN: 4957.12 (NE) INV OUT: 4957.12 (SE) EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. 8" PE SANITARY SEWER @ 0.74% EX. SIDEWALK REMOVE EIXISTING CONCRETE DRIVEWAY EX. PROPERTY LINE DEMOLISH BRICK SHED NO BUILD EASEMENT DEMOLISH WOOD SHED DEMOLISH 1 STORY STUCCO BUILDING EXISTING TRANSFORMER TO BE RELOCATED INTO VAULT ON OPPOSITE SIDE OF POUDRE STREET WITHIN EXISTING EASEMENT POUDRE STREET (20' ROW) EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EX. TELEPHONE PEDESTAL TO BE REMOVED & TERMINATED IN PLACE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA EXISTING DECK PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE 409 LINDEN STREET 401 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET REMOVE EX. BIKE RACK REMOVE EXISTING CONCRETE CHASE REMOVE EXISTING CONCRETE PAD REMOVE EXISTING CONCRETE PAD EX. 6" DIP WATER MAIN EX. ASPHALT PATH WILLOW STREET (ROW VARIES) REMOVE EXISTING CURB STOP AND WATER METER. REMOVE EX. ELECTRIC SERVICE AND METER PER UTILITY COMPANY'S SPECIFICATIONS. REMOVE EXISTING TREE REMOVE TREES (TYP.) REMOVE EX. FENCE REMOVE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. FENCE REMOVE EX. FENCE REMOVE EX. FENCE RELOCATE ELECTRIC SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. (SEE UTILITY & MEP PLANS) 3 4 2 5 2 6 PRESERVE & PROTECT EX. WATER METER & CURB STOP 6 4 RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. 1 3 2 PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) REMOVE EXISTING CONCRETE PAD CONTRACTOR SHALL SAVE & RESTORE ANY DISTURBED EXISTING PAVERS/TIMELINE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. BOLLARDS REMOVE GAS METER REMOVE EX. GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. N41°41'10"E 83.42' N48°18'50"W 100.00' N41°41'10"E 47.50' N48°18'50"W 20.00' N41°41'10"E 47.50' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' REMOVE EXISTING TREE NEXT TO BUILDING EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT PRESERVE & PROTECT EXISTING SHED MATCHLINE SEE SHEET C100 MATCHLINE SEE SHEET C100 9 CONTRACTOR TO ABANDON IN PLACE EXISTING SANITARY SEWER SERVICE PRESERVE & PROTECT EXISTING AIR CONDITIONING UNIT PRESERVE & PROTECT EXISTING AIR CONDITIONING UNIT EX. 8" PE SANITARY SEWER @ 0.74% 11 EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) EX. STORM SEWER MH RIM: 4970.41 INV IN: 4963.58 (NW) INV IN: 4965.69 (SW) INV OUT: 4963.51 (SE) EX. 24" PVC SANITARY SEWER EX. 36" RCP STORM SEWER @ 0.11% PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE 10 Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C101 DEMOLITION PLAN (NORTH HALF) EXISTING CONDITIONS & LEGEND: SS W CONTROL IRR G T ST E / / / / / / / / / / C S H Y D WV W ELEC E VAULT ELEC C VAULT CABLE T G D S / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / X ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 1 PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 2 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 3 REMOVE EXISTING FIRE HYDRANT AND CONNECT PROPOSED FIRE SERVICE TO EXISTING 6" LATERAL. (SEE SHEET C300) 4 5 PRESERVE & PROTECT EXISTING WATER VALVE. 6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. REMOVE EXISTING SIGN 7 8 REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 10' OF EXISTING METAL & WOOD RAMP. RELOCATE EXISTING SHED. COORDINATE NEW SHED 9 LOCATION WITH OWNER OF 310 WILLOW STREET NOTES: 10 PRESERVE & PROTECT EXISTING BIKE RACK. CONTRACTOR TO DISCONNECT EXISTING SANITARY 11 SEWER SERVICE AT MAIN AND ABANDON IN PLACE. IRR VAULT ELEC VAULT CABLE T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E IRR X X X X X X X X X X X X X X X X X X X M AC E E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S S S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR VAULT ELEC VAULT CABLE T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E IRR X X X X X X X X X X X X X X X X X X X M AC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RELOCATE EXISTING CABLE & TELEPHONE BOXES PER UTILITY COMPANY'S SPECIFICATIONS. RELOCATE EXISTING CABLE TELEVISION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. 12" C900 PVC WATER MAIN EX. 12" C900 PVC WATER MAIN PRESERVE & PROTECT EX. TELEPHONE PEDESTAL EX. PROPERTY LINE PRESERVE & PROTECT EX. CABLE TELEVISION VAULT EX. 3 4" WATER SERVICE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SAN. SEWER MH RIM: 4968.40 INV IN: 4959.06 (NE) INV OUT: 4959.01 (SW) EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. 8" PE SANITARY SEWER @ 0.74% REMOVE EXISTING CONCRETE CHASE WITH SIDEWALK CULVERT EX. 3 4" COPPER WATER SERVICE EX. 3 4" COPPER WATER SERVICE EX. 8" PVC SANITARY SEWER @ 0.40% EX. 36" RCP STORM SEWER @ 1.89% EX. SIDEWALK REMOVE EIXISTING CONCRETE DRIVEWAY DEMOLISH BRICK SHED NO BUILD EASEMENT DEMOLISH 1 STORY STUCCO BUILDING REMOVE & RELOCATE EXISTING BENCH IF NECESSARY EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EX. TELEPHONE PEDESTAL TO BE REMOVED & TERMINATED IN PLACE EX. RIGHT-OF-WAY REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA EXISTING DECK PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE 409 LINDEN STREET 401 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET REMOVE EX. BIKE RACK REMOVE EXISTING CONCRETE CHASE REMOVE EXISTING CONCRETE PAD REMOVE EXISTING CONCRETE PAD EX. 6" DIP WATER MAIN EX. ASPHALT PATH WILLOW STREET (ROW VARIES) CONTRACTOR TO REMOVE & PLUG EXISTING 3 4" WATER SERVICE AT THE MAIN PER CITY OF FORT COLLINS STANDARDS & REGULATIONS REMOVE EXISTING CURB STOP AND WATER METER. REMOVE EX. ELECTRIC SERVICE AND METER PER UTILITY COMPANY'S SPECIFICATIONS. REMOVE EXISTING TREE REMOVE TREES (TYP.) REMOVE EX. FENCE REMOVE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. FENCE REMOVE EX. FENCE RELOCATE ELECTRIC SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. (SEE UTILITY & MEP PLANS) 2 3 4 2 5 2 6 7 PRESERVE & PROTECT EX. TREE PRESERVE & PROTECT EX. WATER METER & CURB STOP 6 4 PRESERVE & PROTECT EX. TREE RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. 8 1 PRESERVE & PROTECT EX. WATER METER & CURB STOP 3 2 PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) REMOVE EXISTING CONCRETE PAD CONTRACTOR SHALL SAVE & RESTORE ANY DISTURBED EXISTING PAVERS/TIMELINE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. BOLLARDS REMOVE GAS METER REMOVE EX. GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. N41°41'10"E 83.42' N48°18'50"W 100.00' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' REMOVE EXISTING TREE NEXT TO BUILDING CONTRACTOR TO KEEP EXISTING 6" LATERAL TO FIRE HYDRANT (SEE KEY NOTE #5 AND SHEET C300) PRESERVE & PROTECT EXISTING SHED MATCHLINE SEE SHEET C101 MATCHLINE SEE SHEET C101 EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) X. 24" PVC SANITARY SEWER PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE 10 Sheet of 10 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C100 DEMOLITION PLAN (SOUTH HALF) EXISTING CONDITIONS & LEGEND: SS W CONTROL IRR G T ST E / / / / / / / / / / C S H Y D WV W ELEC E VAULT ELEC C VAULT CABLE T G D S / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / X NOTES: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 1 PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 2 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 3 REMOVE EXISTING FIRE HYDRANT AND CONNECT PROPOSED FIRE SERVICE TO EXISTING 6" PIPE. (SEE SHEET C300) 4 5 PRESERVE & PROTECT EXISTING WATER VALVE. 6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. REMOVE EXISTING SIGN 7 8 REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 10' OF EXISTING METAL & WOOD RAMP. RELOCATE EXISTING SHED. COORDINATE NEW SHED 9 LOCATION WITH OWNER OF 310 WILLOW STREET 10 PRESERVE & PROTECT EXISTING BIKE RACK. 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 Preliminary Drainage Report for Confluence Lot 2 dated April 19, 2017 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the Linden St. Bridge over the Poudre River, on the west side of Linden St., on a storm inlet. ELEVATION: 4962.27 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing S41°41'10" W (assumed bearing) as shown on the plat. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: - None GENERAL NOTES: 1. 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. 2. The 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. 3. 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. 4. Erosion control practices, site protection, and revegetation methods shall follow city regulations. 5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and permanent site stabilization methods. 6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization. 7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized. 8. 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.) 9. 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. 10. 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. 11. 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. 12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create blowing dust which, in the Inspector's opinion, is hazardous to the public health and welfare. 13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes. EROSION CONTROL NOTES: A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. STREET IMPROVEMENTS 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 Preliminary Drainage Report for Confluence Lot 2 dated April 19, 2017 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. WATERLINE NOTE 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. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CONSTRUCTION NOTES: 1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes and the notes below are intended to amend the general notes for the project. 2. Where the General and Construction Notes refer to "Developer" substitute "Contractor". 3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins". 4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets. PROJECT SPECIFIC NOTES: 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP BUILDING ARCHITECT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the Linden St. Bridge over the Poudre River, on the west side of Linden St., on a storm inlet. ELEVATION: 4962.27 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing S41°41'10" W (assumed bearing) as shown on the plat. ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX DEVELEPOR C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN (SOUTH HALF) C101 EXISTING CONDITIONS & DEMOLITION PLAN (NORTH HALF) C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN (SOUTH HALF) C301 UTILITY PLAN (NORTH HALF) C400 GRADING PLAN (SOUTH HALF) C401 GRADING PLAN (NORTH HALF) C402 STORM SEWER A PLAN & PROFILE C403 STORM SEWER B PLAN & PROFILE C404 STORM SEWER C PLAN & PROFILE C500 DRAINAGE PLAN C600 - C602 CONSTRUCTION DETAILS GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Rob Irish (970) 224-6167 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER ** The underground utility locates 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. AU Workshop 405 Linden Street Fort Collins, Colorado 80524 (970) 430-5220 ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN Confluence LLC 6950 South Jordan Road Centennial, Colorado 80112 (303) 386-9223 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-003 DATE: OCTOBER 2016