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HomeMy WebLinkAboutFIRST STOP PLAZA - BDR180031 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSHICKORY STREET CONIFER STREET REDWOOD ST. N. COLLEGE AVE. VINE DRIVE POUDRE RIVER CHERRY ST. C0.0 COVER SHEET 1 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 FEBRUARY 2019 PROJECT LOCATION VICINITY MAP NORTH 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: CONTACT INFORMATION PROJECT TEAM: Andy Reese Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Steward & Associates PO Box 429 Fort Collins, Colorado 80522 (970) 482-9331 CONTACT INFORMATION PROJECT TEAM: Ron Flak R & L Ventures 7559 Price Court Fort Collins, Colorado 8052 SHEET INDEX 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 Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 C0.1 GENERAL CONSTRUCTION NOTES 2 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 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. D H Y D VAULT F.O. F.O. VAULT TELE CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC VAULT ELEC CONTROL IRR VAULT ELEC C CONTROL IRR H Y D FO FO FO FO FO FO E E E E EE G G G G T T T T T T T T T T T T T T T T T T T VAULT F.O. F.O. C FO FO FO FO FO FO E E E E EE G G G G D PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP PROPOSED 15' UTILITY EASEMENT 15' DRAINAGE EASEMENT (RECEPTION NO. 199400063870) 9' TYP. 17' TYP. 19' TYP. 9' TYP. 17' TYP. 9' TYP. 20' TYP. 9' TYP. PROPOSED 20' EMERGENCY ACCESS EASEMENT PROPOSED 20' EMERGENCY ACCESS EASEMENT PROPOSED BICYCLE RACK (RE: LANDSCAPE ARCHITECT) PROPOSED 2' WIDE SIDEWALK CULVERT MATCH INTO EXISTING LIP OF GUTTER EX. TRASH ENCLOSURE MATCH INTO EXISTING CONCRETE PAD FOR TRASH ENCLOSURE SAWCUT LINE (TYP.) EX. CONCRETE BLOCK RETAINING WALL EX. CONCRETE VALLEY PAN EX. CONCRETE VALLEY PAN EXISTING BUILDING W W W W W W W W D VAULT F.O. F.O. VAULT TELE CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC VAULT ELEC CONTROL IRR VAULT ELEC C CONTROL IRR FO FO FO FO FO FO E E E E EE G G G G T T T T T T T T T T T T T T T T T T T T T T T D VAULT F.O. F.O. C FO FO FO FO FO FO E E E E E E G G G G D ST ST ST ST ST ST ST ST D VAULT F.O. F.O. C FO FO FO FO FO FO E E E E E E G G G G D ST ST ST ST ST ST ST ST EXISTING SIDEWALK 0.8% 2.0% 1.0% 2.0% EXISTING BUILDING D VAULT F.O. F.O. FO FO FO FO FO FO E E E E EE G G G G D ST ST ST ST S T ST ST ST T 2.53 ac. B1 EX. COLUMN (TYP.) UTILITY & DRAINAGE EASEMENT (SEE PLAT) 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA 15' UTILITY EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) 31' UTILITY EASEMENT 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP B1 PROPOSED 15' UTILITY EASEMENT 15' DRAINAGE EASEMENT (RECEPTION NO. 199400063870) EXISTING SIDEWALK PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). SF SF SF SF SF SF 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUTFALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" VERTICAL CURB & GUTTER 1-1/2" 6" 1-1/2" TO (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH 8" MIN THICKNESS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-192 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 32.88 TOP OF BASE PLATE TO TOP OF DRAIN BASIN 18BASER: 2.83 24BASER: 2.83 30BASER: .44 2' X 3' CURB INLET FRAME & HOOD 3099CGRFH 3099CGRDF & 3099CGRFH APPROX. GRATE DRAIN AREA = 232.87 SQ IN *APPROX. WEIGHT WITH FRAME & HOOD = 344.00 LBS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7002-110-046 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DUCTILE IRON 2 FT X 3 FT CURB INLET DIAGONAL GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 04-10-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC 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. 09-05-13 CCA DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-057 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 2.73 CU FT APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 369.54 SQ IN LOWEST + 1" SETTING = 402.41 SQ IN LOWEST + 2" SETTING = 435.29 SQ IN LOWEST + 3" SETTING = 468.16 SQ IN HIGHEST SETTING = 501.04 SQ IN NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS 34.75 16 X SLOT Ø 1.00 THRU Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 C6.2 CONSTRUCTION DETAILS 10 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS VTC CWA VEHICLE TRACKING CONTROL PAD CONCRETE WASHOUT AREA ROCK SOCK DETAIL ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING C205 CURB INLET PROTECTION C203 C202 C204 SF C205 SILT FENCE SEE DETAIL 3, TYPICAL SEE DETAIL 6, TYPICAL SEE DETAIL 2, TYPICAL SEE DETAIL 1, TYPICAL LANDLOK® 300, SEE NOTE 1 SEE DETAIL 9, TYPICAL ELEVATION 1: INSTALLATION OF LANDLOK® 300 TRM ON A SLOPE NOTE: ALL PINS ARE NOT SHOWN FOR THE PURPOSE OF CLARITY DETAIL 8: SIMULATED CHECK SLOT DETAIL 1' MAX (300 mm) LANDLOK® 300, SEE NOTE 1 6" MIN (150 mm) PIN, SEE DETAIL 6 45' MAX OR NEAR MIDPOINT OF SLOPE (13.5 m) 1' MAX (300 mm) 1' MAX (300 mm) LANDLOK® 300, SEE NOTE 1 TOP OF SLOPE / UP STREAM BOTTOM OF SLOPE / DOWN STREAM DETAIL 7: OVERLAP AT ROLL END DETAIL OVERLAPPING END FLOW OF WATER OR DIRECTION OF PREVAILING WIND ROLL EDGE DETAIL 4: PIN PATTERN VERTICAL PIN SPACING PER PDEA/PIN SCHEDULE HORIZONTAL PIN SPACING PER PDEA/PIN SCHEDULE LANDLOK® 300, SEE NOTE 1 PIN, SEE DETAIL 6 DETAIL 6: PIN 12 - 24" 1.5" (38 mm) DIAMETER STEEL WASHER 0.20" (5 mm) DIAMETER STEEL SEE NOTE 2 FOR PIN DESCRIPTION PIN, SEE DETAIL 6 3" OVERLAP MIN (75 mm) OFFSET PDEA AS SHOWN TO CREATE A CHECKERBOARD PATTERN PIN, SEE DETAIL 6 FLOW OF WATER OR DIRECTION OF PREVAILING WIND DETAIL 5: PIN PATTERN PINS ON 12" (300 mm) CENTERS ON ROLL EDGE OVERLAPS BETWEEN PDEAS LANDLOK® 300, SEE NOTE 1 PIN SCHEDULE SECURING DEVICE PIN HORIZONTAL PDEA SPACING 2' (0.60 m) VERTICAL PDEA SPACING 2.5' (0.75 m) EMBEDMENT DEPTH PER MANUFACTURES DESIGN PIN SPACING, SEE DETAIL 4 DETAIL 9: VEGETATION ESTABLISHMENT TOPSOIL AS SPECIFIED BY ENGINEER OF RECORD, NOT TO EXCEED THICKNESS OF 1" (25 mm) LANDLOK® 300, SEE NOTE 1 SELECT FILL MATERIAL AS SPECIFIED BY ENGINEER OF RECORD TOPSOIL AS SPECIFIED BY ENGINEER OF RECORD PIN, SEE DETAIL 6, TYPICAL LANDLOK® S2 ECB, SEE NOTE 3 LANDLOK® 300, SEE NOTE 1 DETAIL 2: TOE OF SLOPE (TOS) TRENCH PINS ON 12" (300 mm) CENTERS, SEE DETAIL 6 SEE DETAIL 3, TYPICAL 1' (300mm) 1' (300mm) COMPACTED BACKFILL 5' (1.5 m) MIN Rev Drawn By: 09/15/2014 Date: Scale: D.LOIZEAUX NTS *ALL DIMENSIONS ARE TO BE VERIFIED BY ENGINEER OF RECORD 1 of 1 © 2014 Propex Operating Company, LLC Please note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification of its suitability, applicability, and accuracy. This engineering drawing is protected by the Copyright Act, 17 U.S.C. §101 et seq. and may be used ONLY with the express written permission of Propex in connection with Propex products. Any copying, distributing, and/or creation of a derivative work without permission of Propex is prohibited and is subject of actual damages, statutory damages and attorney's fees under the Copyright Act. EROSION CONTROL INSTALLATION DETAILS LANDLOK® 300 TRM ON A SLOPE FOR EROSION CONTROL GENERAL INSTALLATION GUIDELINES GENERAL NOTES 1. Landlok® 300 TRM is a three-dimensional, lofty, woven polypropylene geotextile that is available in green or tan which is specially designed for erosion control applications on steep slopes and vegetated waterways. The matrix is composed of polypropylene monofilament yarns featuring X3® technology woven into a uniform configuration of resilient pyramid-like projections. The material exhibits very high interlock and reinforcement capacity with both soil and root systems, demonstrates superior UV resistance, and enhances seedling emergence. 2. The 12”, 18”, and 24” Securing Pins are composed of a wire, mushroomed at the top. A washer is then placed on the wire and the wire is crimped or swedged about 3-1/2” below the top so the washer will not slide off. The end of the wire is cut at a 45 degree angle for easy penetration of the soil. These Pins with washers conform to industry standards for erosion control pins with washers. 3. Landlok® S2 Erosion Control Blankets consist of 100% wheat straw mechanically bound and covered on both sides by netting. The straw is homogeneously blended and evenly distributed throughout the blanket. The netting is photodegradable polypropylene with mesh openings of approximately 3/8 in. by 3/8 in. (11 mm by 11 mm). The blanket is sewn on approximately 2 in. (51 mm) centers with photodegradable polypropylene thread. This product is NTPEP approved for AASHTO standards. BEFORE INSTALLATION BEGINS 1. Coordinate with a Propex Representative: A pre-construction meeting is suggested with the construction team and a representative from Propex. This meeting should be scheduled by the contractor with at least a two week notice. 2. Gather the Tools Needed: Tools that you will need to install Pyramat include a pair of industrial shears to cut Pyramat and tape measure. 3. Determine how to Establish Vegetation: The method of vegetation establishment should be determined prior to the start of installation. Different vegetation establishment methods require different orders of installation. Refer to Establish Vegetation for further guidance. 4. Please consult the Propex Website for the most up to date installation guidelines. LANDLOK® 300, SEE NOTE 1 1' (300 mm) 1' (300 mm) COMPACTED BACKFILL DETAIL 1: CREST OF SLOPE (COS) TRENCH PINS ON 12" (300 mm) CENTERS, SEE DETAIL 6 3' (0.9 m) MIN PINS ON 12" (300 mm) CENTERS SEE DETAIL 7 DETAIL 3: BREAK IN SLOPE INTERFACE LANDLOK® 300, SEE NOTE 1 TURF REINFORCEMENT MAT (TRM) LANDLOK® 300 INSTALLATION DETAILS FOR CHANNELS NOTE : LANDLOK 300 SHOULD BE SHINGLED IN THE DIRECTION OF THE DOWN SLOPE AND FLOW C200 TURF REINFORCEMENT MAT (TRM) TRM C201 AREA INLET PROTECTION 16.75 *WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 18BASER: APPROX. 133.50 LBS 24BASER: APPROX. 122.00 LBS 30BASER: APPROX. 92.50 LBS DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS 6.87 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING 5.75 18.50 36.25 39.25 24.25 27.25 2' X 3' CURB INLET DIAGONAL GRATE 3099CGRDF ADJUSTMENT SLOTS 2.50 2.50 ® ©2013 NYLOPLAST Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 C6.1 CONSTRUCTION DETAILS 9 Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 SWSAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" C101 TYPICAL SIGN POST C105 STORM SEWER BEDDING C104 2'x3' CURB INLET WITH DIAGONAL GRATE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C102 WATER MAIN BEDDING C103 THRUST BLOCKS 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 STREET STREET 6 C106 FIRE HYDRANT C107 TYPICAL TRACER WIRE 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 04-03-06 DRAWN BY EBC 03-14-16 NMH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 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. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ® ©2013 NYLOPLAST Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 C6.0 CONSTRUCTION DETAILS 8 or equivalent. (typical both sides) With curb walk, cover plate extends from property line to top of walk face. 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A-A (2 VIEWS) COMBINATION CURB, GUTTER, AND SIDEWALK center, Nelson Standard Anchor 3" #4 Bar Welded at 12" on L = 1 1/4" x 1 1/4" x 1/4" 5/8" Rolled Steel Tread Plate SECTION C-C 1.0' (minimum) approved by the Engineer. Right of Way line to flow line unless 2. Chase and cover plate run from 1. Length of steel plate varies. Notes: Dimension Variable (diamond pattern) 5/8" Rolled Steel Tread Plate 4'-0" or as Directed Retaining Screws at Top of Curb C B A C B PLAN VIEW A Street 10 3/8" SECTION B-B 6" 1 1/4" Attached Ft. Collins only Detached Sidewalk finish 12" on center Screw Brass or Electro-galv. 1/2" x 1" Flat Head Mach. threaded to receive screw. Angle iron to be drilled and screw to extend into the Concrete to be drilled to allow Lip of Gutter concrete (typical both sides). (typical both sides) F L Sidewalk X (Varies, See Plans Xmax=2.0') d (Varies, See Plans) Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, CONST. see DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. 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 C001 TYPICAL SIDEWALK CULVERT C002 STANDARD SIDEWALK C004 TYPICAL HANDICAP PARKING C007 PRIVATE CURB & GUTTER VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING R7-8 R7-8 R7-8 C003 SIDEWALK DETAIL C005 TYPICAL SAWCUT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C006 TYPICAL VALLEY PAN C008 24" NYLOPLAST INLET SF SF SF SF SF SF SF SF RS RS RS RS IP IP RS SF SF SF CW IP RS EXISTING BUILDING 1006 N. COLLEGE AVENUE LOT 2 1ST STOP MINOR SUBDIVISION LOT 1 1ST STOP MINOR SUBDIVISION NORTH COLLEGE AVENUE 1008 N. COLLEGE AVENUE 1010 N. COLLEGE AVENUE 1180 N. COLLEGE AVENUE CROWNE AT OLD TOWN NORTH SUBDIVISION 1108 N. COLLEGE AVENUE EX. SIDEWALK PROPOSED 20' EMERGENCY ACCESS EASEMENT PROPOSED 20' EMERGENCY ACCESS EASEMENT 22' UTILITY EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) PROPOSED BICYCLE RACK (RE: LANDSCAPE ARCHITECT) PROPOSED 2' WIDE SIDEWALK CULVERT MATCH INTO EXISTING LIP OF GUTTER EX. TRASH ENCLOSURE MATCH INTO EXISTING CONCRETE PAD FOR TRASH ENCLOSURE EX. CONCRETE BLOCK RETAINING WALL EX. CONCRETE VALLEY PAN EX. CONCRETE VALLEY PAN PROPOSED STORM INLET PROPOSED STORM SEWER PROPOSED 30" STORM SEWER BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP),. PROPOSED STORM INLET BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). PROPOSED STORM MANHOLE BY INTERWEST CONSULTING GROUP (SEE OF SUNIGA DRIVE PROPOSED TRAFFIC LIGHT BY INTERWEST CONSULTING GROUP (TYP.) PROPOSED MIN. 6" DEEP (ACTUAL DEPTH VARIES) SWALE WITH 4:1 SIDE SLOPES 2' WIDE VALLEY PAN 2' WIDE VALLEY PAN IP TRM TRM TRM 0.52 ac. B2 B2 0.05 ac. OS2 0.11 ac. OS1 OS1 OS2 Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 PROPOSED CURB & GUTTER C5.0 DRAINAGE & EROSION CONTROL PLAN 7 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING EASEMENTS NOTES: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE "FINAL DRAINAGE MEMORANDUM FOR 1ST STOP PLAZA" BY NORTHERN ENGINEERING, DATED FEBRUARY 26, 2019 FOR ADDITIONAL INFORMATION. 3. EASEMENTS SHOWN FOR REFERENCE. SEE 1ST STOP PLAZA SECOND FILING PLAT FOR DIMENSIONS AND LOCATIONS OF EXISTING, PROPOSED, AND VACATED EASEMENTS. PROPOSED INFRASTRUCTURE BY OTHERS EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac DESIGN POINT FLOW ARROWS PROPOSED STORM SEWER THIS PROJECT DOES NOT MEET THE CITY'S LID REQUIREMENTS. UPON REDEVELOPMENT OF LOTS 1 & 2 FOR 1ST STOP MINOR SUBDIVISION, THE DEVELOPER SHALL PROVIDE LID IMPROVEMENTS FOR THAT PORTION OF THE DRIVEWAY, ASPHALT, PARKING LOT, AND CONCRETE THAT FALLS WITHIN THEIR PROPERTY. OFFSITE DRAINAGE FROM THE NORTH MUST BE MAINTAINED, CONVEYED, OR RE-ROUTED TO FLOW INTO THE NORTH EAST COLLEGE CORRIDOR OUTFALL STORM SEWER SYSTEM WITHIN SUNIGA DRIVE. REQUIRED WATER QUALITY VOLUME DESCRIPTION WATER QUALITY VOL. (FT3 ) WATER QUALITY VOL. (ACRES) LOT 1 669 0.015 LOT 2 285 0.0070 TEMPORARY BMP'S INLET PROTECTION ROCK SOCK SILT FENCE SF CONCRETE WASHOUT CW SF RS IP PERMANENT BMP'S TURF REINFORCEMENT MAT TRM 1006 N. COLLEGE AVENUE LOT 2 1ST STOP MINOR SUBDIVISION LOT 1 1ST STOP MINOR SUBDIVISION NORTH COLLEGE AVENUE 1008 N. COLLEGE AVENUE 1010 N. COLLEGE AVENUE CROWNE AT OLD TOWN NORTH SUBDIVISION 938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION EX. SIDEWALK PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). FUTURE SUNIGA DRIVE (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP) EX. COLUMN (TYP.) UTILITY & DRAINAGE EASEMENT (SEE PLAT) 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) 31' UTILITY EASEMENT 10' UTILITY EASEMENT PER 1ST STOP PLAZA 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA 0.5% T T 2' WIDE VALLEY PAN 2' WIDE VALLEY PAN T 70.68 FL 71.60 HP 69.27 LP 70.45 FL 70.30 FL 70.91 FL 71.20 FL 71.43 FL 72.12 HP 71.54 FL 71.90 FL 71.66 FL 71.43 FL (71.07) (71.98) (72.22) (72.31) (72.31) (72.05) 70.96 FL 71.02 FL 70.36 FL 70.42 FL 71.61 HP 71.64 FL (71.10) (70.91) (70.78) (70.46) (70.00) 70.59 FL 69.96 FL PROPOSED BICYCLE RACK (RE: LANDSCAPE ARCHITECT) PROPOSED 2' WIDE SIDEWALK CULVERT MATCH INTO EXISTING LIP OF GUTTER EX. TRASH ENCLOSURE MATCH INTO EXISTING CONCRETE PAD FOR TRASH ENCLOSURE SAWCUT LINE (TYP.) EX. CONCRETE BLOCK RETAINING WALL EX. CONCRETE VALLEY PAN EX. CONCRETE VALLEY PAN 1 1 3 3 1 2 SAWCUT LINE 2 2 2 PROPOSED 30" STORM SEWER BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP),. EXISTING TYPE-R INLET PROPOSED STORM INLET BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP),. PROPOSED MANHOLE BY INTERWEST CONSULTING GROUP (SEE SHEET 11 OF SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP),. PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP PROPOSED TRAFFIC LIGHT BY INTERWEST CONSULTING GROUP (TYP.) UTILITY & DRAINAGE EASMENT (SEE PLAT) PROPOSED 15' UTILITY EASEMENT PROPOSED 20' EMERGENCY ACCESS EASEMENT 22' UTILITY EASEMENT PER 1ST STOP PLAZA 15' DRAINAGE EASEMENT (RECEPTION NO. 199400063870) 70.12 FL 70.92 FL 70.80 FL 70.94 FL 71.80 (71.93) 71.73 FL 71.58 71.37 (71.97) (71.91) 0.5% 0.5% 0.5% 0.6% 0.6% 0.5% 0.8% 1.0% 0.5% 2.0% 1.5% 2.5% 2.3% 2.5% 2.8% 1.9% 3.5% 2.1% 2.1% 2.1% 2.0% 3.8% 3.1% 3.3% 2.1% 2.0% 2.1% 2.7% 3.9% 4.0% 4:1 4:1 4:1 6:1 3:1 6:1 6:1 6:1 5:1 2.0% 4:1 4:1 2.2% 2.1% 0.5% 1.5% 2.0% 67.65 FL 67.21 FL PROPOSED MIN. 6" DEEP (ACTUAL DEPTH VARIES) SWALE WITH 4:1 SIDE SLOPES 6:1 4:1 4:1 66.90 FL 2.0% (66.43) FL MATCH INTO EXISTING GRATE 1.2% 70.66 HP 2.6% 68.06 FL 71.09 FL 71.16 FL 71.14 FL 70.94 FL 71.38 HP 2.0% 2.1% 70.65 SEE DETAIL ON THIS SHEET 3.9% 5.7% 9.2% 2.8% EX. STORM MH SAWCUT LINE SAWCUT LINE 70.75 FL 71.26 HP (70.44) (70.42) 20' x 5' TRM RUNDOWN 7' x 5' TRM RUNDOWN CC 69.95 FL 70.67 FL 69.76 FL 2.4% 2.8% 2.4% 3.5% STORM MH B1 STA 10+00.00 RIM: 4969.66 INV IN: 4963.85 18" RCP INV IN: 4962.85 30" RCP INV OUT: 4962.85 30" RCP 33.86 LF 18" RCP @ 2.00% STORM INLET B2 STA 10+33.86 GRATE: 4969.72 INV OUT: 4964.53 18" RCP 69.72 LP 1.2% 4.4% 4.4% 0.5% 69.98 FL (70.04) (70.10) (SEE NOTE 11) T 1.2% 9.2% 70.75 FL 71.26 HP (70.44) (70.42) Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 PROPOSED CONCRETE FLATWORK PROPOSED INFLOW CURB & GUTTER PROPOSED INFRASTRUCTURE BY OTHERS PROPOSED 8' CURB AND GUTTER TRANSITION C4.0 GRADING PLAN 6 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 1 MATCH INTO PROPOSED ENTRANCE DESIGNED BY INTERWEST CONSULTING GROUP (SEE SHEET 6 OF SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). 2 MATCH INTO EXISTING CURB AND GUTTER 3 PRESERVE AND PROTECT EXISTING TREE KEY NOTES: PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING EASEMENTS NOTES: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. 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. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 10. 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. 11. IMPROVEMENTS SHOWN FOR SUNIGA DRIVE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY COORDINATION WITH FINAL SUNIGA PLANS AND IMPROVEMENTS PRIOR TO STARTING CONSTRUCTION. 12. EASEMENTS SHOWN FOR REFERENCE. SEE 1ST STOP PLAZA SECOND FILING PLAT FOR DIMENSIONS AND LOCATIONS OF EXISTING, PROPOSED, AND VACATED EASEMENTS. PROPOSED OUTFALL CURB & GUTTER T PROPOSED SPOT ELEVATION 77.71 HP - HIGH POINT LP - LOW POINT TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TW - TOP OF WALL BW - BOTTOM OF WALL GRD - GROUND ELEVATION AT EXTERIOR WALL, DOOR, OR RAISED PLATFORM EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED STORM SEWER PROPOSED STORM INLET (77.90) EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR STRUCTURE NAME TYPE STORM MH B1 (PER INTERWEST) STORM INLET B2 24" NYLOPLAST INLET WITH 2'x3' CURB INLET WITH DIAGONAL GRATE INLET/MANHOLE SCHEDULE: DETAIL 1" = 10' T T W W W W W W W W W W W W W W SS SS E E E E E E E E E E E E E E E E T T T T T T T FO FO FO FO SS SS SS W W W W W W W W W W W W W W W W W W W W W W FO FO W W E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E FO FO FO FO 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 E E SS SS SS SS SS SS SS SS SS SS OHE FO FO FO E E E E E E E D ST ST ST ST ST ST ST ST W W W W PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP PROPOSED 20' EMERGENCY ACCESS EASEMENT 22' UTILITY EASEMENT PER 1ST STOP PLAZA 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA 31' UTILITY EASEMENT 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA EXISTING SIDEWALK EX. 6" FIRE LINE (SEE NOTE 10) EXISTING FIRE SERVICE (SEE NOTE 10) EX. SANITARY SEWER MAIN EXISTING TYPE-R INLET EXISTING STREET LIGHT EX. UNDERGROUND ELECTRIC BOXES EX. MONUMENT SIGN EXISTING TREE EXISTING IRRIGATION BOXES EX. UNDERGROUND FIBER OPTIC BOX PRESERVE & PROTECT EXISTING TREES EXISTING BUILDING 1006 N. COLLEGE AVENUE LOT 2 1ST STOP MINOR SUBDIVISION LOT 1 1ST STOP MINOR SUBDIVISION NORTH COLLEGE AVENUE 1008 N. COLLEGE AVENUE 1010 N. COLLEGE AVENUE CROWNE AT OLD TOWN NORTH SUBDIVISION 938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION EX. SIDEWALK EX. TRASH ENCLOSURE EX. CONCRETE BLOCK RETAINING WALL EX. CONCRETE VALLEY PAN EX. CONCRETE VALLEY PAN 1 SAWCUT LINE (TYP.) PROPOSED 18" RCP STORM SEWER (SEE SHEET C4.0) EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE 1 2 3 3 FUTURE SUNIGA DRIVE (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP) PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). PROPOSED TRAFFIC LIGHT BY INTERWEST CONSULTING GROUP (TYP.) PROPOSED 30" STORM SEWER BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). PROPOSED STORM INLET BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). PROPOSED STORM MANHOLE BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). EX. COLUMN (TYP.) PROPOSED 15' UTILITY EASEMENT 10' UTILITY EASEMENT PER 1ST STOP PLAZA 15' DRAINAGE EASEMENT (RECEPTION NO. 199400063870) UTILITY & DRAINAGE EASEMENT (SEE PLAT) UTILITY DRAINAGE EASEMENT (SEE PLAT) UTILITY & DRAINAGE EASEMENT (SEE PLAT) PROPOSED 24" NYLOPLAST INLET WITH 2' x 3' CURB INLET WITH DIAGONAL GRATE (SEE SHEET C4.0). REROUTE ELECTRICAL AROUND STORM INLET. CONNECT 8" WATER TO EXISTING TOWN OF FORT COLLINS WATER MAIN WITH A TAPPING SADDLE, GATE VALVE, AND THRUST BLOCK. CONTRACTOR TO VERIFY SIZE OF CITY WATER MAIN PRIOR TO CONSTRUCTION. PROPOSED FIRE HYDRANT EX. STORM MH RIM = 4969.26 INV IN = 4960.21 (W) INV = 4958.29 (N, E) EX. STORM INLET GRATE = 4966.46 INV IN = 4963.42 (NE) INV IN = 4958.95 (N) INV OUT = 4958.36 (S) EX. 20.8 LF 48" RCP @ 0.34% STORM LINE EX. 12" ADS STORM LINE EX. 48" RCP STORM LINE EX. 48" RCP STORM LINE PROPOSED 8" C900 PVC WATER MAIN WITH TRACER WIRE. COORDINATE CONSTRUCTION OF WATER MAIN WITH SUNIGA ROAD IMPROVEMENTS PROJECT. PROPOSED 8" x 8" x 6" TEE WITH 6" GATE VALVE, TWO (2) THRUST BLOCKS, AND 8" CAP ON NORTH BRANCH OF TEE. PLACE ONE THRUST BLOCK BEHIND CAP. CONNECT EXISTING WATER SERVICE TO WATER MAIN WITHIN COLLEGE AVE. PER CITY OF FORT COLLINS REGULATIONS. Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 PROPOSED CURB & GUTTER C3.0 UTILITY PLAN 5 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 1 PRESERVE AND PROTECT EXISTING ELECTRIC VAULT 2 PRESERVE AND PROTECT EXISTING TELEPHONE PEDESTAL 3 KEY NOTES: PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING EASEMENTS NOTES: PRESERVE AND PROTECT EXISTING LIGHT EXISTING ELECTRIC E G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT CONTROL IRR W EXISTING FIBER OPTIC FO W PROPOSED STORM SEWER PROPOSED WATER PROPOSED FIRE HYDRANT 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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. 8. 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. 9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 10. THE EXISTING 6" PUBLIC WATER LINE SERVING LOT 2 SHALL BE CONVERTED TO A PRIVATE 6" FIRE SERVICE TO BE OWNED AND MAINTAINED BY OWNERS OF LOT 2. THE EXISTING 3 4" SERVICE LINE TO LOT 2 FROM THIS EXISTING 6" WATER LINE WILL BE ABANDONED AND REPLACED BY A NEW 3 4" SERVICE CONNECTING TO THE WATER MAIN WITHIN COLLEGE AVENUE. ALL WORK SHALL BE PERFORMED BY THE CITY OF FORT COLLINS WATER UTILITIES. 11.IMPROVEMENTS SHOWN FOR SUNIGA DRIVE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY COORDINATION WITH FINAL SUNIGA PLANS AND IMPROVEMENTS PRIOR TO STARTING CONSTRUCTION. 12.EASEMENTS SHOWN FOR REFERENCE. SEE 1ST STOP PLAZA SECOND FILING PLAT FOR DIMENSIONS AND LOCATIONS OF EXISTING, PROPOSED, AND VACATED EASEMENTS. PROPOSED STORM INLET PROPOSED ELECTRIC E PROPOSED INFRASTRUCTURE BY OTHERS 1006 N. COLLEGE AVENUE LOT 2 1ST STOP MINOR SUBDIVISION LOT 1 1ST STOP MINOR SUBDIVISION NORTH COLLEGE AVENUE FUTURE SUNIGA DRIVE (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP) 1008 N. COLLEGE AVENUE 1010 N. COLLEGE AVENUE CROWNE AT OLD TOWN NORTH SUBDIVISION 938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION EX. SIDEWALK 30' WIDE PROPOSED DRIVEWAY ENTRANCE BY INTERWEST CONSULTING GROUP PROPOSED SIDEWALK BY INTERWEST CONSULTING GROUP (SEE SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). 22' WIDE DRIVEWAY 14' WIDE DRIVEWAY 24.4' WIDE DRIVEWAY 27' WIDE DRIVEWAY 27' WIDE PROPOSED DRIVEWAY ENTRANCE BY INTERWEST CONSULTING GROUP PROPOSED TRAFFIC LIGHT BY INTERWEST CONSULTING GROUP (TYP.) 1 1 2 3 3 2 1 2 2 EXISTING SIDEWALK EX. COLUMN (TYP.) SAWCUT LINE (TYP.) 22' UTILITY EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) SAWCUT LINE (TYP.) UTILITY & DRAINAGE EASEMENT (SEE PLAT) 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA 15' UTILITY EASEMENT PER 1ST STOP PLAZA 31' UTILITY EASEMENT 10' UTILITY EASEMENT PER 1ST STOP PLAZA 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) 2' WIDE VALLEY PAN EX. STORM INLET EX. STORM MH T 2' WIDE VALLEY PAN EX. RAMP TURF REINFORCEMENT MAT TURF REINFORCEMENT MAT Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 PROPOSED CONCRETE FLATWORK PROPOSED INFLOW CURB & GUTTER PROPOSED 8' CURB AND GUTTER TRANSITION C2.0 HORIZONTAL CONTROL PLAN 4 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 1 2 PRESERVE AND PROTECT EXISTING CURB AND GUTTER 3 PRESERVE AND PROTECT EXISTING TREE KEY NOTES: PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING EASEMENTS NOTES: STRIPING AND SIGNAGE LEGEND: 1 1. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS MONUMENT SIGNS, BIKE RACKS, LANDSCAPE ROCK, MULCH, VEGETATION ETC. 4. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 5. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 6. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 8. 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. 9. IMPROVEMENTS SHOWN FOR SUNIGA DRIVE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY COORDINATION WITH FINAL SUNIGA PLANS AND IMPROVEMENTS PRIOR TO STARTING CONSTRUCTION. 10. EASEMENTS SHOWN FOR REFERENCE. SEE 1ST STOP PLAZA SECOND FILING PLAT FOR DIMENSIONS AND LOCATIONS OF EXISTING, PROPOSED, AND VACATED EASEMENTS. PROPOSED 4" SOLID WHITE LINE PROPOSED OUTFALL CURB & GUTTER T PROPOSED INFRASTRUCTURE BY OTHERS THIS PROJECT DOES NOT MEET THE CITY'S LID REQUIREMENTS. UPON REDEVELOPMENT OF LOTS 1 & 2 FOR 1ST STOP MINOR SUBDIVISION, THE DEVELOPER SHALL PROVIDE LID IMPROVEMENTS FOR THAT PORTION OF THE DRIVEWAY, ASPHALT, PARKING LOT, AND CONCRETE THAT FALLS WITHIN THEIR PROPERTY. MATCH INTO PROPOSED ENTRANCE DESIGNED BY INTERWEST CONSULTING GROUP (SEE SHEET 6 OF SUNIGA DRIVE IMPROVEMENTS PREPARED BY INTERWEST CONSULTING GROUP). PROPOSED ONE WAY ARROW MARKINGS POINTING IN THE DIRECTION OF TRAFFIC 2 3 5 4 PROPOSED HANDICAPPED PARKING SIGN (R7-8) WITH VAN ACCESSIBLE PLAGUE (R7-8P) AND $100 FINE PLAGUE PROPOSED STOP SIGN (R1-1) AND WITH "RIGHT TURN ONLY" SIGN FACING TOWARDS PARKING LOT TRAFFIC. PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS 6 1 1 1 1 3 3 3 4 4 PROPOSED "DO NOT ENTER" SIGN (R5-1) FACING TOWARDS INTERSECTION 6 6 5 5 2 T T T T T T W W W W W W W W W W W W W W W W W W W W W SS SS E E E E E E E E E E E E E E E E T T T T T T T FO FO FO FO SS SS SS W W W W W W W W W W W W W W W W W W W W W W FO FO W W E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E FO FO FO FO 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 E E SS SS SS SS SS SS SS SS SS SS OHE F O FO FO E E E E E E E D ST ST ST ST ST ST ST ST W W W W 15' DRAINAGE EASEMENT (RECEPTION NO. 199400063870) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 22' UTILITY EASEMENT PER 1ST STOP PLAZA EX. DRAINAGE EASEMENT TO BE VACATED 40' WATER LINE EASEMENT PER REC. NO. 20080056403 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING BUILDING 1006 N. COLLEGE AVENUE LOT 2 1ST STOP MINOR SUBDIVISION LOT 1 1ST STOP MINOR SUBDIVISION EXISTING TRANSFORMER EXISTING 2' WIDE CONCRETE PAN EXISTING ELECTRIC PANEL & SERVICE EX. GAS SERVICE UTILITY & DRAINAGE EASEMENT (SEE PLAT) 30' EMERGENCY ACCESS EASEMENT TO BE VACATED PRESERVE & PROTECT EX. BLOCK RETAINING WALL EXISTING TRASH ENCLOSURE EXISTING SANITARY SEWER CLEANOUT 20' EMERGENCY ACCESS EASEMENT TO BE VACATED DRAINAGE EASEMENT (WIDTH VARIES) TO BE VACATED 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA DRAINAGE EASEMENT (WIDTH VARIES) TO BE VACATED 30' EMERGENCY ACCESS EASEMENT TO BE VACATED 10' UTILITY EASEMENT PER 1ST STOP PLAZA UTILITY & DRAINAGE EASEMENT (SEE PLAT) EX. 2' WIDE CONCRETE PAN TO BE REMOVED EXISTING MONUMENT SIGN TO BE RELOCATED NORTH COLLEGE AVENUE FUTURE SUNIGA DRIVE (BY CITY) DRAINAGE EASEMENT (WIDTH VARIES) TO BE VACATED 1008 N. COLLEGE AVENUE 1010 N. COLLEGE AVENUE CROWNE AT OLD TOWN NORTH SUBDIVISION 938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. RAMP PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING CURB & GUTTER PRESERVE & PROTECT EXISTING LIGHT REMOVE PARKING LOT STRIPING (TYP.) REMOVE PARKING LOT STRIPING (TYP.) PRESERVE & PROTECT EXISTING CURB & GUTTER PRESERVE & PROTECT EX. TELEPHONE PRESERVE & PROTECT PEDESTAL & ELECTRIC VAULT EXISTING LIGHT PRESERVE & PROTECT EXISTING TREE REMOVE EXISTING WATER METER REMOVE EXISTING CURB & GUTTER REMOVE EXISTING BOLLARDS (TYP.) REMOVE EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER SAWCUT ASPHALT TO PROVIDE CLEAN EDGE REMOVE EX. VALLEY PAN REMOVE EXISTING FIRE HYDRANT AND SERVICE SAWCUT LINE (TYP.) EXISTING TYPE-R INLET EXISTING STREET LIGHT EX. UNDERGROUND ELECTRIC BOXES EXISTING MONUMENT SIGN EXISTING TREE EXISTING IRRIGATION BOXES EX. UNDERGROUND FIBER OPTIC BOX PRESERVE & PROTECT EX. ELECTRIC VAULT 5' DRAINAGE EASEMENT PER 1ST STOP PLAZA 15' UTILITY EASEMENT PER 1ST STOP PLAZA EX. COLUMN (TYP.) PORTIONS OF EASEMENT TO BE VACATED (SEE PLAT) 25' WATER LINE EASEMENT PER REC. NO. 20090003558 55' WATER LINE EASEMENT PER REC. NO. 20090003558 EXISTING WATER SERVICE TO BE PLUGGED AND ABANDONED IN PLACE 6" WATER SERVICE TO BECOME 6" FIRE SERVICE (SEE SHEET C3.0.) CAP EXISTING LINE TO EAST. UTILITY & DRAINAGE EASEMENT (SEE PLAT) UTILITY & DRAINAGE EASEMENT (SEE PLAT) EX. STORM MH RIM = 4969.26 INV IN = 4960.21 (W) INV = 4958.29 (N, E) EX. STORM INLET GRATE = 4966.46 INV IN = 4963.42 (NE) INV IN = 4958.95 (N) INV OUT = 4958.36 (S) EX. 20.8 LF 48" RCP @ 0.34% STORM LINE EX. 12" ADS STORM LINE EX. 30" RCP STORM LINE EX. 48" RCP STORM LINE EX. 48" RCP STORM LINE Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 12. CONTRACTOR TO COORDINATE ALL DEMOLITION WITH COLORADO GENERAL AUTO (TONY ROGERS 972-310-9779) AND THE ON-SITE O'REILLY AUTO PARTS STORE MANAGER. CONTRACTOR TO SEQUENCED DEMOLITION ACTIVITIES TO HAVE AS MINIMAL IMPACT ON EXISTING STORE OPERATIONS AS POSSIBLE. 13. EASEMENTS SHOWN FOR REFERENCE. SEE 1ST STOP PLAZA SECOND FILING PLAT FOR DIMENSIONS AND LOCATIONS OF EXISTING, PROPOSED, AND VACATED EASEMENTS. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 CONTROL IRR W C1.0 & DEMOLITION PLAN EXISTING CONDITIONS 3 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CONCRETE (TO BE REMOVED) ASPHALT (TO BE REMOVED) DEMOLITION BY OTHERS REMOVE EXISTING INFRASTRUCTURE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING BOLLARD EXISTING FIBER OPTIC FO 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Memorandum for 1st Stop Plaza dated February 26, 2019 by Northern Engineering 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 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 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 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 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 City of Fort Collins Benchmark 1-00: On a catch basin at the southeast corner of Vine Drive and College Avenue. Elevation: 4968.74 City of Fort Collins Benchmark Z-401: At the junction of East Vine Drive and Linden Street, in the south edge of a highline tower footing, 14.2 m (46.6 ft) north of the centerline of East vine Drive, 10.3 m (33.8 ft) west of the extended centerline of Linden Street, and 0.3 m (1.0 ft) north of the south edge of the footing. Note - the footing is 96 inches in diameter, 33 feet deep and set into 11 feet of bedrock. The mark is 0.6 m above the drive. Elevation: 4962.74 Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted (prior City of Fort Collins Datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation should be used: NGVD29 Unadjusted (prior City of Fort Collins Datum) = NAVD88 - 3.17 Basis of Bearings The Basis of Bearings is the West line of the Southwest Quarter of Section 1-7-69 as bearing South 00°38'34" West (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: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for 1st Stop Plaza dated October 31, 2018. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Memorandum for 1st Stop Plaza dated February 26, 2019 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of 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 valve box and "water" lid per City Water Detail 11A. INFILL AND REDEVELOPMENT NOTE A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. ENGINEER ING N O R T H E RN UTILITY CONTACT LIST: * UTILITY COMPANY PHONE NUMBER 1 C0.0 COVER SHEET 2 C0.1 GENERAL CONSTRUCTION NOTES 3 C1.0 EXISTING CONDITIONS & DEMOLITION PLAN 4 C2.0 HORIZONTAL CONTROL PLAN 5 C3.0 UTILITY PLAN 6 C4.0 GRADING PLAN 7 C5.0 DRAINAGE & EROSION CONTROL PLAN 8 C6.0 CONSTRUCTION DETAILS 9 C6.1 CONSTRUCTION DETAILS 10 C6.2 CONSTRUCTION DETAILS BEING A PORTION OF LOT 1 AND ALL OF LOT 2, 1ST STOP PLAZA MINOR SUBDIVISION, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1ST STOP PLAZA SECOND FILING FINAL UTILITY PLANS FOR OWNER/APPLICANT SITE ENGINEER SURVEYOR GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power------- Luke Unruh (970) 416-2724 CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink Local Network--------------- William Johnson (970) 377-6401 WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104 WASTEWATER- South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities---------------- Heather McDowell (970) 224-6065 * 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. Stephanie Hansen Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, Colorado 80521 (970) 498-2977 PLANNER/ LANDSCAPE ARCHITECT PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 1-00: On a catch basin at the southeast corner of Vine Drive and College Avenue. Elevation: 4968.74 City of Fort Collins Benchmark Z-401: At the junction of East Vine Drive and Linden Street, in the south edge of a highline tower footing, 14.2 m (46.6 ft) north of the centerline of East vine Drive, 10.3 m (33.8 ft) west of the extended centerline of Linden Street, and 0.3 m (1.0 ft) north of the south edge of the footing. Note - the footing is 96 inches in diameter, 33 feet deep and set into 11 feet of bedrock. The mark is 0.6 m above the drive. Elevation: 4962.74 Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted (prior City of Fort Collins Datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation should be used: NGVD29 Unadjusted (prior City of Fort Collins Datum) = NAVD88 - 3.17 Basis of Bearings The Basis of Bearings is the West line of the Southwest Quarter of Section 1-7-69 as bearing South 00°38'34" West (assumed bearing) as shown on the plat. PROJECT BENCHMARKS: Sheet 1ST STOP PLAZA SECOND FILING 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 E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 10 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■