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HomeMy WebLinkAboutNEC LAKE AND SHIELDS - FDP190008 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSHIELDS ST CENTRE AVE. PROSPECT RD. W LAKE ST EAST DR UNIVERSITY AVE HEATHERIDGE RD BENNETT RD SHIRE CT WESTWARD DR SPRINGFIELD DR W PITKIN ST W STUART ST BAY RD SOUTH DR UNIVERSITY AVE JOHNSON DR LYNNWOOD DR BAY DR HOBBIT S WHITCOMB ST SHEELY DR W PITKIN ST JUNIPER LN JAMES CT ELLIS DR ST S. COLLEGE AVE. E. LAUREL ST 6' ESM'T. TURN 11.5' UTIL. 9' WALK 7.5' PKWY 9.5' WALK 10.5' TURN 5' BIKE 18' TURN 45' ROADWAY 68' ROW 54.5' EXISTING LAKE STREET 22.5' PROPOSED 5' BIKE 11.5' TRAVEL 6.5' WALK 10' TWIDDLE 11.5' Sheet NEC LAKE & SHIELDS 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 16 C0.01 CONSTRUCTION NOTES GENERAL & 02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic 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 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T CTV CTV CTV CTV T T T T 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 SS SS SS SS SS SS SS SS SS SS SS X VAULT ELEC TRAFFIC VAULT C S X X X X X X X X X X X X X X X X X X X X X X T CABLE C C X X X X T C N:124797.40 E:189553.97 N:124765.98 E:189524.47 N:124440.69 E:189521.85 N:124407.53 E:189555.60 N:124462.08 E:189946.39 N:124404.03 E:189945.89 N:124459.87 E:190146.93 N:124791.07 E:190149.72 24' - TIE TO EXISTING CURB AND GUTTER N:124515.83 E:189730.90 TIE TO EXISTING CURB AND GUTTER N:124578.72 E:189724.31 TIE TO EXISTING CURB AND GUTTER N:124515.41 E:189809.68 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T CTV CTV CTV CTV T T T T 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 SS SS SS SS SS SS SS SS SS SS SS SS SS UD UD TF MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED E E E E E E SS SS SS SS SS SS X X X X X E E E E E E E E E E E E E E E X X X S GAS FES A STA 10+00.00 N: 124496.76 E: 190044.23 53.79 LF 15" HDPE @ 0.20% BASIN A1 STA 10+53.79 N: 124508.34 E: 189991.70 224.32 LF 15" HDPE @ 0.35% PIPE END A2 STA 12+78.12 N: 124485.95 E: 189768.50 STORM LINE B (SEE THIS SHEET) EXISTING STORM LINE (SEE SHEET C3.00) EXISTING 12" PVC SANITARY 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT LOT 2 24' EMERGENCY ACCESS EASEMENT PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CTV CTV E E E E UD UD TF MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED E E E E E V AULT NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON FES C STA 10+00.00 N: 124446.97 E: 189753.87 30.12 LF 12" HDPE @ 2.00% RG1 OVERFLOW C1 STA 10+30.12 N: 124442.21 E: 189724.14 48.93 LF 4" PERF. HDPE @ 0.20% MONITORING WELL C2 STA 10+79.04 N: 124491.14 E: 189724.14 STORM LINE A (SEE SHEET C3.01) STORM LINE E (SEE THIS SHEET) DRAINAGE EASEMENT 9' UTILITY EASEMENT LOT 1 LOT 2 PROPOSED 3' CONCRETE PAN STORM LINE B (SEE SHEET C3.00) PROPOSED 4' CONCRETE PAN SCOUR STOP (TYP) SCOUR STOP (TYP) 5020 5025 5030 5035 VAULT ELEC TRAFFIC VAULT C S UD UD MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON X X X X X X X X X X F E S F E S F E S D X X X X X X X X X X X X T CABLE D C C X X X X T C RAIN GARDEN 1 SOUTH POND NORTH POND EXISTING CHASE VAULT ELEC TRAFFIC VAULT C S UD UD UD UD M ONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON F X C X X X X X X FFE=33.85 34.14 32.46 32.22 31.39 31.32 31.27 30.81 31.83 32.33 32.53 31.79 30.80 34.85 36.60 36.32 34.85 34.38 33.75 33.23 33.09 34.69 35.91 35.82 (36.01) (35.49) (35.41) 32.51 32.00 (31.77) (31.33) (36.70) (32.09) (30.05) (27.16) (26.91) UD UD MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON T T T T T X X X X X X X X X X ELEC E BRKR VAULT ELEC F E S F E S F E S D X X X X X X X X X X X X GAS GAS T CABLE D VAULT ELEC C VAULT ELEC VAULT ELEC ELEC VAULT ELEC TRAFFIC VAULT VAULT T S F.O. Sheet NEC LAKE & SHIELDS 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 16 C5.01 EROSION CONTROL DETAILS 11 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 005 TURF REINFORCEMENT MAT - SCOUR STOP 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW Sheet NEC LAKE & SHIELDS 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 16 C6.00 CONSTRUCTION DETAILS 12 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE Sheet NEC LAKE & SHIELDS 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 16 C6.01 CONSTRUCTION DETAILS 13 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C B E E C D PLAN 205 DIMENSIONS FOR SLOTTED HDPE PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 4" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. C C A 1/2" THK GALV. STEEL PLATE ORIFICE (SOUTH POND) 1'-5" 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. INVERT ELEV. 5024.18 (SOUTH POND) Sheet NEC LAKE & SHIELDS 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 16 C6.02 CONSTRUCTION DETAILS 14 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10" MIN. BASED ON MANUFACTURING REQ.) 6" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE TIE TO EXSITING 30.3' 5.9' R20' TRANSITION BACK OF CURB DOWN TO FLOW LINE R13.5' TRANSITION BACK OF CURB DOWN TO FLOWLINE WARP CONCRETE PER GRADING SHOWN ON SHEET C4.00 23.4' ZERO CURB STRAIGHT GRADE FROM FLOW LINE ELEVATION TO BACK OF EXISTING WALK ELEVATION TIE TO EXSITING Sheet NEC LAKE & SHIELDS 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 16 C6.03 CONSTRUCTION DETAILS 15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. Sheet NEC LAKE & SHIELDS 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 16 C6.04 CONSTRUCTION DETAILS 16 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner DRAIN BASIN INSTALLATION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 03-25-10 DRAWN BY EBC 03-11-16 NMH 8" - 30" VAULT ELEC TRAFFIC VAULT C S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X F E S F E S F E S D X X X X X X X X X X X X S S T CABLE D S C S S S C S X X X X T C SS SS S1 S2 N1 OS1 UD UD MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON os1 n1 s1 s2 RAIN GARDEN 1 SOUTH POND NORTH POND OUTFALL RAIN GARDEN 1 OVERFLOW OUTFALL INLET OUTFALL ROOF LEADER CONNECTIONS (3) SHIELDS STREET LAKE STREET JAMES COURT RAIN GARDEN 2 RAIN GARDEN 2 OVERFLOW OUTFALL SIDEWALK CHASE EXISTING 2' PAN EXISTING CURB CHASE EXISTING OUTLET STRUCTURE FLOWLINE ELEV. = 5019.95 (ULTIMATE HISTORIC EXISTING FES DRAINAGE OUTFALL) FLOWLINE ELEV. = 5020.59 EXISTING FES FLOWLINE ELEV. = 5020.90 EXISTING FES FLOWLINE ELEV. = 5021.04 EXISTING OUTLET STRUCTURE FLOWLINE ELEV. = 5022.75 EXISTING CHASE EXISTING PAN EXISTING PAN EXISTING CHASE EXISTING CHASE 12" RCP 18" RCP EXISTING NORTH DETENTION POND (REFERENCES MADE TO THIS IN DRAINAGE REPORT) EXISTING SOUTH DETENTION POND (REFERENCES MADE TO THIS IN DRAINAGE REPORT) EMERGENCY OVERFLOW PATH EMERGENCY OVERFLOW PATH SCOURSTOP (TYP.) LOT 1 LOT 2 INLET INLET INLET INLET INLET Sheet NEC LAKE & SHIELDS 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 16 C7.00 DRAINAGE EXHIBIT 17 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: PROPOSED STORM SEWER PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED STORM INLET EXISTING CURB & GUTTER PROPOSED OVERLAND FLOW EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR LID SUMMARY: A2 a3 DRAINAGE BASIN AREA DRAINAGE BASIN ID DRAINAGE BASIN MINOR/MAJOR COEFF. EXISTING STORM SEWER ST PROPOSED DIRECT FLOW BASIN DELINEATION 1. REFER TO "FINAL DRAINAGE REPORT FOR NEC LAKE & SHIELDS, DATED JUNE 11, 2019" PREPARED BY NORTHERN ENGINEERING ON 06.11.2019 FOR ADDITIONAL INFORMATION. NOTES: BASIN ID TOTAL AREA (acres) C2 C100 Q2 (cfs) Q100 (cfs) N1 0.459 0.56 0.70 0.69 3.20 S1 1.546 0.53 0.67 1.86 8.83 S2 0.067 0.95 1.00 0.18 0.66 OS1 0.096 0.32 0.40 0.09 0.38 RUNOFF SUMMARY: Design Point Basin ID Basin Impervio us Area (sq. ft.) Treatment Type LID System Area Treated by LID System (sq. ft.) Percent of Site Treated by LID System n1 N1 10454 Standard WQ No N/A 0% s1 S1 32166 Rain Garden Yes 34208 74% s2 S2 2906 Rain Garden Yes 2906 6% OS1 871 Grass Buffer No N/A 0% Total 46397 37114 80% (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 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. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2013 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 304 DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7002-110-042 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 2 FT CURB INLET STANDARD GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 03-28-06 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 DO NOT POLLUTE NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 20.88 TOP OF BASE PLATE TO TOP OF DRAIN BASIN 12BASEG: 2.82 15BASEG: 2.82 18BASEG: 2.82 24BASEG: 2.82 30BASEG: .38 18.50 24.25 27.25 27.25 24.25 6.87 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING 5.75 DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 22.88 16.88 22 X SLOT Ø 1.00 THRU 2' X 2' CURB INLET STANDARD GRATE 3099CGSQ 2' X 2' CURB INLET FRAME & HOOD 3099CGSQFH *WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 12BASEG: APPROX. 109.00 LBS 15BASEG: APPROX. 98.00 LBS 18BASEG: APPROX. 85.00 LBS 24BASEG: APPROX. 93.00 LBS 30BASEG: APPROX. 82.00 LBS APPROX. GRATE DRAIN AREA = 146.18 SQ IN *APPROX. WEIGHT WITH FRAME & HOOD = 287.00 LBS 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. 7002-110-053 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 1.76 CU FT APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 227.37 SQ IN LOWEST + 1" SETTING = 248.25 SQ IN LOWEST + 2" SETTING = 269.12 SQ IN LOWEST + 3" SETTING = 290.00 SQ IN HIGHEST SETTING = 310.87 SQ IN ADJUSTMENT SLOTS 2.50 2.50 ® ©2013 NYLOPLAST DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-340 REV A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DB & ID TURF TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 1-5-09 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. 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST TURF TRAFFIC INSTALLATION TOP SOIL FRAME & GRATE/SOLID COVER ® ©2007 NYLOPLAST 1-5-09 EBC 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. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE 1. GRATES/COVERS SHALL MEET H-20 LOAD RATING FOR 30" PEDESTRIAN & 12" - 30" STANDARD & SOLID 4" MIN ON 8" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR 502 12" DOME GRATE DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-206 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY 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. 3-10-11 EBC ® ©2011 NYLOPLAST DUCTILE IRON 3-6-06 EBC A A D D U C T I L E I R O N R A I N S T O W A T E R W A Y S N Y L O P L A S T D O N O T P O L L U T E SECTION A-A 5.00 Ø13.38 APPROX. DRAIN AREA = 82.87 SQ IN APPROX. WEIGHT = 18.50 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 1299CGD DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-197 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 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. 3-13-10 EBC 0899CGD DUCTILE IRON 8" DOME GRATE DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 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. 7001-110-228 APPROX. DRAIN AREA = 30.00 SQ IN APPROX. WEIGHT = 4.54 LBS 8" INLINE DRAIN OR 8" DRAIN BASIN BODY TOP N Y L O P L A S T Ø 8.00 4.00 ® ©2010 NYLOPLAST 503 DOME GRATE INSTALLATION 504 2' x 2' CURT INLET 507 AREA DRAIN BASIN DETAILS INLET ID BASIN SIZE [IN.] GRATE STYLE B1 12 2' x 2' CURB B3 12 DOME B4 12 DOME F1 8 DOME F2 8 DOME F3 8 DOME 505 8" DOME GRATE D U C T I L E I R O N - D O N O T P O L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T D U C T I L E I R O N - D O N O T P O L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T D U C T I L E I R O N - D O N O T P O L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION FINISHED GRADE GRATE ELEVATION NOTE: GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR DOME HEIGHT, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE ELEVATIONS ARE ACHIEVED. PLAN VIEW INLINE JUNCTION - PROFILE 506 INLET SCHEDULE 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" 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 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 Radius = 8" 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction 1 is 1:50 or 4" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match style of adjacent curb and gutter. 6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (max)  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.) SIDEWALK SIDEWALK 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. 6. 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. PLAN VIEW NTS Ramp Flare Gutter Ramp Ramp Flare Curb Curb Conc. Flare PanelsPanels Truncated dome panels: 1-2'x2.5' 1-2'x2' Truncated Dome Warning Detection Plan Locations LEGEND: BOC- Back of curb ⅊ Property Line PT - Point of Tangency Flow line Section A-A NTS 4'-6" 2'-6" 2'-0" 2'-0" t Varies Varies 4.5' 6.0' .5' 1.5' 4.5' 1.5 ' 12.0' 12.0' 4.5' .5' 4.5' 6.0' Landscaped Area PT Curb A A 6" Curb (TYP) 0" Curb Full height curb Truncated dome warning detection ⅊  PT of walk R15.⅊ 0' ⅊ & BOW 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Sidewalk Area to be landscaped Conc. walk Gutter or Apron Truncate Dome Warning Panel 1:12 Max slope 1:20 Slope PT of curb return 6" Conc. Flare 6" Curb (TYP) See note 6 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 3 400 SIGN POST 401 STANDARD SIDEWALK 402 ASPHALT PAVEMENT JOINT 403 ACCESS RAMP DETAILS 404 DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK 405 RESIDENTIAL LOCAL STREET ACCESS RAMPS 406 TRUNCATED DOME WARNING FOR ACCESS RAMPS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Notes: 1. Refer to standard draing 1606 in the Larimer County Urban Area Street Standards for other necessary criteria. 2. Construct the ramp and walk to drain to flowline. 3. Refer to sheet C4.01 for specific elevations. 407 BIKE RAMP FOR SHIELD STREET BIKE LANE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (1, 2) INTEGRATED DUCTILE IRON FRAME & DOME GRATE TO MATCH BASIN O.D. NYLOPLAST 30" DRAIN BASIN: 2830AG _ _X DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-193 REV G 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 30 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 (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 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 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC DETAIL "A" PLAN VIEW MODIFIED PRIVATE VERTICAL CURB & GUTTER INFLOW OUTFALL 306 307 ASPHALT PAVEMENT JOINT 308 PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE REPORT BY EARTH ENGINEERING CONSULTANTS, LLC., TITLED "SUBSURFACE EXPLORATION REPORT SUNSHINE HOUSE NO. 213 - SOUTH SHIELDS STREET SSOUTHEAST CORNER OF SHIELDS STREET AND LAKE STREET FORT COLLINS, COLORADO" (EEC PROJECT:1182044), DATED JUNE 18, 2018. 2. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. 4. CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. PAVEMENT SECTION 5.5" CONCRETE LIGHT DUTY PAVING PAVEMENT SECTION HEAVY DUTY PAVING CONCRETE NOT ALLOWED 7" APPROVED SUBGRADE 7" APPROVED SUBGRADE 4" HOT BITUMINOUS PAVEMENT (S OR SX) 5" HOT BITUMINOUS PAVEMENT (S OR SX) NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached 304 MONITORING WELL 100 YEAR ORIFICE PLATE SUMMARY POND INV. ELEV. CIRCULAR ORIFICE DIAMETER (IN) RECTANGULAR ORIFICE DIMENSIONS (IN) SOUTH POND 5024.18 8" H=6" W=8" 100 YEAR ORIFICE PLATE - SOUTH POND 305 RG1 OVERFLOW C2 AND RG2 OVERFLOW E2 DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-223 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 30 IN DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY 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. 3-10-11 EBC ® ©2011 NYLOPLAST DUCTILE IRON 3-8-06 EBC SECTION A-A D D N D Y L O P L A S T O N O T P O L L U T E U C T I L E I R O N R A I N S T O W A T E R W A Y S A A DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 3099CGD APPROX. DRAIN AREA = 409.94 SQ IN APPROX. WEIGHT WITH FRAME = 93.00 LBS Ø32.88 .38 9.00 EXTEND MIN. 6" INTO SUBGRADE 8" VARIES (REFER TO STORM DRAIN PLAN) NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 12" TO BE SOLID, WITHOUT PERFORATIONS 12" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM 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. 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 303 100-YEAR ORIFICE PLATE 301 METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK 302 HEADWALLS FOR PIPES (12 IN. TO 48 IN. DIM.) 309 STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPE III) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 2% MAX. 12:1 MAX. BI-DIRECTIONAL ACCESS RAMP 12:1 MAX. RAMP NOTES: 306 A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D NORTH POND ELEV A 5026.75 ELEV B 5027.88 ELEV C 5028.88 SPILL ELEV. 5029.25 D wq (FT) 1.13 LS (FT) 4.00 WS (FT) 4.00 WO (FT) 1.00 WATER QUALITY PLATE HOLE DIA (INCH) 1/4 # ROWS 3 # COLUMNS 1 APPROVED: DETAILS DRAWN BY: CONSTRUCTION DATE REVISED: STORMWATER DETAIL BIORETENTION D-53 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2. PRE-CONSTRUCTION 2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3. DURING CONSTRUCTION: 3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4. GEOTEXTILE LINERS: 4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5. AGGREGATES AND BSM: 5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN 1 12" MAX GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6. UNDERDRAIN: 6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7. OVERFLOW INLET: 7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8. CLEANOUTS: 8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9. FOREBAY: 9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10. LANDSCAPE MATERIALS 10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" MIN 8" MIN 4" 8" NATIVE SOIL ZONE FLAT 200 STANDARD EXTERIOR SETTING FOR 3 4 IN. AND 1 IN. WATER METERS 201 STORMWATER BEDDING REQUIREMENTS 204 RAIN GARDEN 203 CONCRETE END SECTIONS 202 WATER QUALITY OUTLET STRUCTURE DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 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-9 100 BEDDING REQUIREMENTS 101 SERVICE WYE DETAIL 102 TRAFFIC RATED CLEANOUT 104 STANDARD CONCRETE THRUST BLOCKS 106 105 TYPICAL WATER SERVICE TRAFFIC - RATED CURB STOP INSTALLATION 103 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRANSITION MATS SOIL COVER A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1. SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2. SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. CWA VTC 001 CONCRETE WASHOUT AREA 002 ROCK SOCK DETAIL ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING 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 003 VEHICLE CONTROL TRACKING PAD 004 FES INLET PROTECTION 006 SILT FENCE IP Scourstop Schedule Storm Line Pipe Diameter (in) Velocity (cfs) Transition Mat W x L A 15 4.54 4' x 4' B 12 3.82 4' x 4' C 12 12.06 4' x 8' D 12 3.43 4' x 4' E 12 2.83 4' x 4' Curb Cuts and Sidewalk Chases Design Point Width (in) Velocity (cfs) Transition Mat W x L s1 3 3.56 8'x8' s2 2 2.06 8'x8' SS SF IP2 007 INLET PROTECTION IP3 008 INLET PROTECTION FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SW 010 OUTFALL PROTECTION A A PLAN VIEW SECTION A-A 2:1 OP WQCV 009 STRAW WATTLE SEEDING TO OCCUR PRIOR TO INSTALLATION F.O. TRAFFIC VAULT C VAULT ELEC VAULT ELEC X X X X T S ELEC T C BRKR CWA VTC IP IP IP IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF VTC SF RS RS RS SF SF OP OP OP RS RS RS VAULT ELEC TRAFFIC C S SHIELDS STREET LAKE STREET JAMES COURT IP GLENWOOD COMMONS PORTION OF BLOCK 1 COLLEGE HEIGHTS CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 CAMPUS GARDENS ADDITION BLOCK 3 UNPLATTED UNPLATTED UNPLATTED BENNETT ROAD SS SS SS SS SS IP2 IP2 IP2 LOT 1 LOT 2 IP2 IP RS RS IP2 IP IP3 RS SS Sheet NEC LAKE & SHIELDS 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 16 C5.00 EROSION CONTROL PLAN 10 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: NEC LAKE AND SHIELDS CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap 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. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 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. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. 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.) 8. 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. 9. 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. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12. 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. 13. 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. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 16. ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO BUILDINGS. EROSION CONTROL NOTES: 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 2.17 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6. REFER TO THE STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR "NEC LAKE AND SHIELDS", DATED 06.11.2019 FOR ADDITIONAL INFORMATION. EXISTING STORM SEWER ST PROJECT BOUNDARY PROPOSED CURB & GUTTER SILT FENCE SF PROPOSED STORM SEWER D NOTES: PROJECT BOUNDARY PROPOSED CURB & GUTTER PROPOSED PERFORATED STROM UD PROPOSED PERFORATED STROM INLET PROTECTION IPX STRAW WATTLE PROTECTION SW VEHICLE TRACKING PAD VTC ROCK SOCK WITH MARKER RS SS OUTFALL PROTECTION OP CONCRETE WASHOUT AREA CWA SCOUR STOP SF LEGEND: 32.11 32.11 27.61 27.68 27.61 30.57 (29.89) (31.22) (31.31) 32.01 RAIN GARDEN 1 SOUTH POND NORTH POND 30.21 (30.11) (30.66) (31.74) (31.50) 6:1 9:1 6:1 5:1 5:1 7.1% 4:1 4:1 4:1 RAIN GARDEN 2 2.0% 2.0% 1.9% 2.0% 1.1% 2.0% 0.3% SCOURSTOP (TYP.) SCOURSTOP 5:1 6:1 4:1 4:1 32.72 30.97 33.19 33.85 33.85 33.85 33.71 33.85 33.85 33.21 33.35 33.85 33.85 31.56 28.20 30.70 30.70 29.25 29.33 26.75 29.42 30.70 33.19 33.35 33.85 33.85 33.19 33.19 33.66 33.85 33.85 33.85 33.85 33.19 33.85 33.85 32.35 29.75 28.75 28.75 29.75 29.75 28.75 28.75 29.75 27.85 27.89 24.39 24.45 24.48 27.99 27.93 27.88 27.82 24.29 24.18 27.74 24.28 27.78 27.81 24.33 27.70 27.68 27.69 27.73 28.50 27.50 27.50 28.50 27.50 28.50 27.50 28.50 27.50 28.50 30.60 32.63 (35.33) (34.91) (34.51) (34.24) (33.82) (33.60) (32.83) 33.64 33.64 1.7% 1.9% 1.9% 2.2% 1.8% 0.5% 2.0% 34.35 35.10 34.75 35.28 35.79 35.63 34.91 (30.89) 30.41 30.24 33.98 32.12 31.97 31.76 31.95 31.94 31.97 29.18 29.00 29.00 5.2% 2.0% 32.91 32.75 32.97 (34.00) (34.00) (34.00) 32.88 GLENWOOD COMMONS CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 UNPLATTED UNPLATTED UNPLATTED (1.3%) (3.1%) 3.8% 2.5% (2.8%) 4.2% 4.8% 31.89 DRAINAGE EASEMENT 9' UTILITY EASEMENT STORM LINE C (SEE SHEET C3.02) STORM LINE E (SEE SHEET C3.02) LOT 1 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT SHIELDS STREET LAKE STREET JAMES COURT BENNETT ROAD EXISTING SIDEWALK CHASE EXISTING ACCESS RAMP W/ TRUNCATED DOMES PIPE END W/ HEADWALL TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK EXISTING ACCESS RAMP W/ TRUNCATED DOMES DRAINAGE EASEMENT STORM LINE A (SEE SHEET C3.01) STORM LINE B (SEE SHEET C3.01) STORM LINE D (SEE SHEET C3.02) PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN STORM LINE F (SEE SHEET C3.00) SCOURSTOP SCOUR STOP SCOURSTOP 1-6" STAIR w/ 12" TREADS 9' UTILITY EASEMENT EXISTING 3' CONCRETE PAN (2.2%) (7.9%) (5.9%) 2.0% EXISTING CURB & GUTTER 32.57 32.67 33.15 33.25 33.68 33.74 32.01 33.17 1.9% 33.07 31.78 5.0% 32.09 32.12 32.23 30.95 (30.92) 31.36 30.69 32.00 31.88 31.60 31.51 32.13 33.09 33.42 33.16 33.12 33.28 31.42 30.75 32.32 32.59 32.55 33.92 33.66 33.58 32.90 32.63 (33.49) (34.85) 32.10 32.61 33.05 32.75 32.87 33.14 33.72 33.60 31.73 33.74 33.74 33.70 33.19 33.70 32.50 30.26 32.86 32.78 32.45 30.28 LANDSCAPE RETAINING WALL (SEE LANDSCAPE PLANS) LANDSCAPE WALL (SEE LANDSCAPE PLANS) 2.0% 2.0% 2.0% 2.0% 2.0% 1.5% 1.5% 2.0% 2.0% 1.1% 0.5% 0.6% (1.1%) 2.0% 1.1% 1.0% 1.2% 34.18 MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER BIKE RAMP MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER 1.9% 1.4% 2.0% 0.5% 1.3% 32.64 32.21 32.17 31.07 30.99 31.03 31.19 31.50 31.45 31.41 31.39 30.35 30.76 30.74 30.77 31.19 31.06 31.11 32.95 32.60 1.2% 0.9% 1.1% 1.0% 1.1% 1.1% 1.4% 1.4% 1.6% 30.38 30.35 30.29 30.90 30.10 30.01 30.02 32.23 31.44 31.94 32.01 8' SIDEWALK 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 7' SIDEWALK (36.00) (35.55) 35.28 (35.28) (34.97) 35.50 (35.41) 1.4% 9.9% 6.1% (34.82) (34.81) (34.92) (34.88) 34.93 (35.54) (36.16) 8.7% 14.9% 5.4% 9.6% 14.7% 13.9% 30.70 29.25 29.37 29.33 30.70 2' BERM 33.59 32.62 15' UTILITY EASEMENT ACCESS EASEMENT 31.66 33.64 33.05 33.51 33.48 33.23 32.60 33.05 32.01 32.69 31.99 33.30 TIE TO EXISTING 20' UTILITY EASEMENT LANDSCAPE WALL (SEE LANDSCAPE PLANS) 32.60 Sheet NEC LAKE & SHIELDS 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 16 C4.01 DETAILED GRADING PLAN 09 NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE PROJECT BOUNDARY EXISTING CURB/GUTTER FLOWLINE 50 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 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. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 5. 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. 6. SEE SHEET C2.00 FOR HORIZONTAL INFORMATION INCLUDING CURB AND GUTTER TYPES, PAN WIDTHS, DRIVE AISLE DIMENSIONS, EASEMENTS, ETC. EXISTING STORM SEWER LINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE EXISTING ROW PROPOSED ROW EXISTING LOT LINE PROPOSED LOT LINE EASEMENT EXISTING OUTLET STRUCTURE EXISTING OUTLET STRUCTURE EXISTING EXISTING CHASE CONCRETE PAN EXISTING 2' CONCRETE PAN EXISTING SIDEWALK CHASE EXISTING SIDEWALK CHASE EXISTING ACCESS RAMP W/ TRUNCATED DOMES RAIN GARDEN 2 SCOUR STOP (TYP) OUTFALL TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK EXISTING ACCESS RAMP W/ TRUNCATED DOMES 20' DRAINAGE EASEMENT SHIELDS STREET LAKE STREET JAMES COURT GLENWOOD COMMONS PORTION OF BLOCK 1 COLLEGE HEIGHTS HIDAYAH VILLAGE CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 CAMPUS GARDENS ADDITION BLOCK 3 UNPLATTED UNPLATTED UNPLATTED BENNETT ROAD S SCOUR STOP (TYP) COUR STOP (TYP) DRAINAGE EASEMENT DRAINAGE EASEMENT 9' UTILITY EASEMENT EXISTING 12" RCP CULVERT 9' UTILITY EASEMENT STORM LINE A (SEE SHEET C3.01) STORM LINE B (SEE SHEET C3.01) STORM LINE D (SEE SHEET C3.02) STORM LINE C (SEE SHEET C3.02) STORM LINE E (SEE SHEET C3.02) 20' DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT LOT 1 LOT 2 PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN 24' EMERGENCY ACCESS EASEMENT PROPOSED 4' CONCRETE PAN EXISTING 18" RCP STORM 24' EMERGENCY ACCESS EASEMENT STORM LINE F (SEE SHEET C3.00) EXISTING 3' CONCRETE PAN SCOUR STOP (TYP) SCOURSTOP SCOUR STOP (TYP) 24' EMERGENCY ACCESS EASEMENT FFE=33.85 2' BERM 10' UTILITY EASEMENT 15' UTILITY EASEMENT ACCESS EASEMENT ACCESS EASEMENT (WIDTH VARIES) 10' DRAINAGE EASEMENT 10+05 E-E 20' UTILITY EASEMENT PROPERTY LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 PROPERTY LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 PROPERTY LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 PROPERTY LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 5.72' PROPOSED 8' SIDEWALK EXISTING 6' SIDEWALK 10.38' 7.92' 8.19' PROPOSED 8' SIDEWALK EXISTING 6' SIDEWALK 8.59' 7.91' PROPOSED 8' SIDEWALK EXISTING 6' SIDEWALK 11' 10' EXISTING 6' SIDEWALK TEE INTERSECTION OF SIDEWALK EXISTING GROUND PROPOSED GRADE EXISTING PROPOSED GROUND GRADE PROPERTY LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 5028 5032 5036 5040 5028 5032 5036 5040 -20 0 20 4' EXISTING SIDEWALK 11.45' Sheet NEC LAKE & SHIELDS 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 16 C4.00 OVERALL GRADING PLAN 08 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 LEGEND: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE PROJECT BOUNDARY EXISTING CURB/GUTTER FLOWLINE 50 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 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. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4. REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 5. 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. 6. SEE SHEET C2.00 FOR HORIZONTAL INFORMATION INCLUDING CURB AND GUTTER TYPES, PAN WIDTHS, DRIVE AISLE DIMENSIONS, EASEMENTS, ETC. EXISTING STORM SEWER LINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TREE CROSS SECTIONS TREE # BAR OAK - 13" CRITICAL ROOT ZONE -6.5' SECTION A-A TREE #3 HONEYLOCUST - 6" CRITICAL ROOT ZONE - 3' SECTION B-B SECTION C-C SECTION E-E TREE #5 HACKBERRY - 8" CRITICAL ROOT ZONE 4' TREE #16 HACKBERRY - 11.5" CRITICAL ROOT ZONE - 5.75' A A B B C C D D EXISTING ROW PROPOSED ROW EXISTING LOT LINE PROPOSED LOT LINE EASEMENT SECTION D-D TREE #10 HACKBERRY - 10.5" CRITICAL ROOT ZONE - 5.5' 5040 5045 5020 5025 5030 5035 5040 5045 11+25 11+00 10+00 9+75 FES C STA 10+00.00 INV. 5024.41 (W) 30.12 LF 12" HDPE @ 2.00% RG1 OVERFLOW C1 STA 10+30.12 RIM 5028.5± INV. IN 5025.24 (N) INV. OUT 5025.01 (E) 48.93 LF 4" PERF. HDPE @ 0.20% MONITORING WELL C2 STA 10+79.04 RIM 5027.5± INV. OUT 5025.33 (S) PROPOSED GROUND EXISTING GROUND E H Y D W W W W W W W W X X W W G G G G G G G G G G FES D STA 10+00.00 N: 124776.71 E: 189775.08 98.82 LF 12" HDPE @ 3.50% OUTFALL D1 STA 10+98.82 N: 124769.57 E: 189676.52 DRAINAGE EASEMENT DRAINAGE EASEMENT EXISTING FIRE HYDRANT GAS SERVICE EXISTING 6" WATER MAIN 9' UTILITY EASEMENT JAMES COURT EXISTING 8" WATER MAIN EXISTING 2' CONCRETE PAN 24' EMERGENCY ACCESS EASEMENT LOT 1 LOT 2 15' UTILITY EASEMENT 10' DRAINAGE EASEMENT SCOUR STOP (TYP) 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 11+50 11+00 10+00 9+75 FES D STA 10+00.00 INV. 5021.38 (W) 98.82 LF 12" HDPE @ 3.50% OUTFALL D1 STA 10+98.82 RIM 5028.9± INV. OUT 5024.84 (E) 8'' WATER MAIN STATION=10+39.89 T.O.P=5021.47 PROPOSED GROUND EXISTING GROUND 18" MIN. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 9+75 10+00 11+00 11+25 42.23 LF 4" PERF. HDPE @ 0.20% 33.93 LF 12" HDPE @ 3.00% FES E STA 10+00.00 INV. 5024.27 (E) MONITORING WELL E2 STA 10+76.17 RIM 5028.8± INV. OUT 5026.58 (S) RG2 OVERFLOW E1 STA 10+33.93 RIM 5029.8± INV. IN 5026.50 (N) INV. OUT 5025.29 (W) 15" HDPE STA.=10+66.05 INV.=5024.05 PROPOSED EXISTING GROUND GROUND 18" MIN. CTV CTV CTV CTV CTV CTV T E E E E E E X E E G G G G G G E E E E E E UD UD TF MONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED E E E E E VAULT N YLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON FES E STA 10+00.00 N: 124456.99 E: 189766.11 33.93 LF 12" HDPE @ 3.00% RG2 OVERFLOW E1 STA 10+33.93 N: 124456.99 E: 189800.05 42.23 LF 4" PERF. HDPE @ 0.20% MONITORING WELL E2 STA 10+76.17 N: 124499.23 E: 189800.00 STORM LINE B (SEE SHEET C3.01) STORM LINE A (SEE SHEET C3.01) STORM LINE C (SEE THIS SHEET) DRAINAGE EASEMENT 9' UTILITY EASEMENT LOT 1 LOT 2 PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CONCRETE PAN LAKE STREET SCOUR STOP (TYP) SCOUR STOP (TYP) ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 LEGEND: INLET SCHEDULE: 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700) 7. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET C-001 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 8. 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. 9. CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS PROPOSED GAS LINE G PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE EXISTING STORM SEWER PROJECT BOUNDARY FDC PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE ELECTRIC TRANSFORMER PROPOSED ELECTRIC LINE E PROPOSED PERFORATED STORM UD PROPOSED GAS METER PROPOSED STORM SEWER D S DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST PROPOSED ELECTRIC METER PROPOSED INLET WATER METER TF EXISTING ROW PROPOSED LOT LINE EASEMENT EXISTING LOT LINE PROPOSED ROW GENERAL NOTES: INLET ID BASIN SIZE [IN.] GRATE STYLE B1 12 2' x 2' CURB B3 12 DOME B4 12 DOME F1 8 DOME F2 8 DOME F3 8 DOME Sheet NEC LAKE & SHIELDS 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 16 C3.02 PLAN & PROFILE STORM LINES C, D, & E 07 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner STORM LINE C "PRIVATE STORM LINE" CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: PROFILE SCALE: PROFILE SCALE: STORM LINE D "PRIVATE STORM LINE" STORM LINE E "PRIVATE STORM LINE" NORTH CONCRETE PAN HEADWALL W/ ORIFICE PLATE EXISTING OUTLET STRUCTURE INLET B1 STA 10+22.93 N: 124494.81 UD TF S MONITORING WELL TRAFFIC RATED E E E E E E E E E E N YLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON CTV CTV CTV CTV E E E G E E E E E FES B STA 10+00.00 N: 124489.15 E: 189711.42 8.47 LF 12" HDPE @ 0.75% 99.61 LF 12" HDPE @ 0.75% 6" FIRE SERVICE 1" WATER SERVICE STORM LINE C (SEE SHEET C3.02) LOT 1 LOT 2 24' EMERGENCY ACCESS PROPOSED 4' CONCRETE PAN 22.93 LF 12" HDPE @ 0.75% 90° BEND B2 STA 10+31.40 N: 124494.81 E: 189680.73 INLET B3 STA 11+31.02 N: 124594.43 E: 189680.73 78.65 LF 12" HDPE @ 0.75% INLET B4 STA 12+09.66 N: 124594.43 E: 189602.08 18.72 LF 12" HDPE @ 0.75% RD CONNECTION B5 STA 12+28.38 N: 124613.14 E: 189602.08 INLET B1 STA 10+22.93 N: 124494.81 E: 189689.20 PROPOSED 4' CONCRETE PAN SCOUR STOP (TYP) 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 13+25 13+00 12+00 11+00 10+00 9+75 FES A STA 10+00.00 INV. 5023.28 (W) 224.32 LF 15" HDPE @ 0.35% 12" EXISTING GROUND PROPOSED GROUND 53.79 LF 15" HDPE @ 0.20% PIPE END A2 STA 12+78.12 INV. 5024.16 (E) 4" HDPE STORM STA.=12+46.45 INV.=5026.56 BASIN A1 STA 10+53.79 FL. EL 5028.0± INV. IN 5023.39 (W) INV. OUT 5023.39 (E) 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 12+50 12+00 11+00 10+00 9+75 EXISTING GROUND PROPOSED GROUND INLET B1 STA 10+22.93 FL. EL 5030.3± INV. IN 5027.67 (W) INV. OUT 5027.67 (E) 90° BEND B2 STA 10+31.40 INV. 5027.74 8.47 LF 12" HDPE @ 0.75% 99.61 LF 12" HDPE @ 0.75% INLET B3 STA 11+31.02 FL. EL 5031.7± INV. IN 5028.48 (W) INV. OUT 5028.48 (S) 78.65 LF 12" HDPE @ 0.75% INLET B4 STA 12+09.66 FL. EL 5031.7± INV. IN 5029.07 (N) INV. OUT 5029.07 (E) RD CONNECTION B5 STA 12+28.38 INV. 5029.21 FES B STA 10+00.00 FL. EL 5028.7± INV. IN 5027.50 (W) 22.93 LF 12" HDPE @ 0.75% Sheet NEC LAKE & SHIELDS 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 16 C3.01 PLAN & PROFILE STORM LINES A & B 06 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH STORM LINE A "PRIVATE STORM LINE" PROFILE SCALE: ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 LEGEND: INLET SCHEDULE: 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700) 7. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET C-001 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 8. 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. 9. CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS PROPOSED GAS LINE G PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE EXISTING STORM SEWER PROJECT BOUNDARY FDC PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE ELECTRIC TRANSFORMER PROPOSED ELECTRIC LINE E PROPOSED PERFORATED STORM UD PROPOSED GAS METER PROPOSED STORM SEWER D S DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST PROPOSED ELECTRIC METER PROPOSED INLET WATER METER TF EXISTING ROW PROPOSED LOT LINE EASEMENT EXISTING LOT LINE PROPOSED ROW GENERAL NOTES: INLET ID BASIN SIZE [IN.] GRATE STYLE B1 12 2' x 2' CURB B3 12 DOME B4 12 DOME F1 8 DOME F2 8 DOME F3 8 DOME PROFILE SCALE: STORM LINE B "PRIVATE STORM LINE" NORTH STORM LINE C (SEE SHEET C3.02) STORM LINE E (SEE SHEET C3.02) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R X X X X X X X X X X ELEC E BRKR VAULT ELEC F E S F E S F E S D E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X S S GAS GAS T CABLE D S H Y D VAULT ELEC C VAULT ELEC VAULT ELEC ELEC VAULT ELEC TRAFFIC VAULT S VAULT F.O. VAULT F.O. VAULT ELEC T S S F.O. TRAFFIC VAULT H Y D S C VAULT ELEC VAULT ELEC S G G G G G G W W W W W W W W W E E E W G G G G G G G G G G G G G G E E E G G G G G E E E E E E E E E E E FO FO E E E E E E G G G G G G G G G W W W W W W W E E G G G G G W W W W W W W FO FO FO FO FO FO FO FO 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 W W W W W X X X X W W W G G G G G G G G G G T S C S W W W W W W W W W W W W W W E ELEC T C BRKR SS SS VAULT ELEC TRAFFIC VAULT C S UD UD TF G G S G M ONITORING WELL TRAFFIC RATED MONITORING WELL TRAFFIC RATED E E E E E E E E E E V AULT NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT TRANSFORMER GAS SERVICE ELECTRICAL SERVICE 8"x6" TEE w/ 6" G.V. & T.B. (S) N:124740.37 E:189747.34 1" WATER SERVICE N:124740.53 E:189740.34 EXISTING SAN MH RIM =5024.21 INV. IN = 5018.81 (N) INV. IN = 5018.80 (E) INV. OUT = 5018.74 (S) EXISTING 8" PVC SANITARY EXISTING FES FLOWLINE ELEV. = 5020.59 EXISTING FES FLOWLINE ELEV. = 5020.90 EXISTING FES FLOWLINE ELEV. = 5021.04 EXISTING 12" PVC SANITARY EXISTING SAN MH RIM = 5026.55 INV. IN = 5018.15 (N) INV. IN = 5017.65 (NE) INV. OUT = 5017.54 (S) EXISTING SAN MH RIM = 5031.09 INV. IN = 5016.64 (W) INV. IN = 5016.71 (N) INV. OUT = 5016.64 (E) EXISTING 10" PVC SANITARY EXISTING 8" PVC SANITARY EXISTING SAN MH INV. IN=5019.34 (N) INV. IN=5019.27 (E) INV. OUT=5019.16 (S) FG=5037.84 EXISTING 15" PVC SANITARY EXISTING SAN MH RIM = 5034.30 INV. IN = 5019.35 (N) INV. IN = 5020.40 (W) INV. OUT = 5019.30 (S) EXISTING OUTLET STRUCTURE FLOWLINE ELEV. = 5022.75 EXISTING 6" WATER MAIN EXISTING 6" WATER MAIN EXISTING 12" WATER MAIN DRAINAGE EASEMENT DRAINAGE EASEMENT EXISTING 8" PVC SANITARY EXISTING 12" PVC SANITARY 45° BEND N:124675.35 E:189687.10 FDC 9' UTILITY EASEMENT EXISTING 12" RCP CULVERT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 1" METER & CURB STOP FDC CONNECTION 1" W.S. SERVICE 6" FIRE SERVICE STORM LINE A (SEE SHEET C3.01) STORM LINE B (SEE SHEET C3.01) STORM LINE D (SEE SHEET C3.02) STORM LINE C (SEE SHEET C3.02) STORM LINE E (SEE SHEET C3.02) 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT EXISTING ELECTRIC SWITCHING CABINET TO BE PLACED IN UNDERGROUND COMPOSITE VAULT SCOUR STOP (TYP.) INLET F3 INV.=5029.89 FG=5032.75 INLET F1 INV.=5028.48 FG=5031.89 INLET F2 INV.=5029.13 FG=5032.01 FES F FG=5028.20 27.29 LF 8" HDPE @ 1.00% 75.71 LF 8" HDPE @ 1.00% 65.55 LF 8" HDPE @ 1.00% SHIELDS STREET LAKE STREET JAMES COURT GLENWOOD COMMONS PORTION OF BLOCK 1 COLLEGE HEIGHTS RESUBDIVISION OF WOODS SUBDIVISION HIDAYAH VILLAGE CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 CAMPUS GARDENS ADDITION BLOCK 3 UNPLATTED UNPLATTED UNPLATTED BENNETT ROAD LOT 1 LOT 2 24' EMERGENCY ACCESS EASEMENT PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN 24' EMERGENCY ACCESS EASEMENT PROPOSED 4' CONCRETE PAN EXISTING 8" WATER MAIN EXISTING 18" RCP STORM EXISTING 2' CONCRETE PAN 24' EMERGENCY ACCESS EASEMENT 45° BEND N:124735.57 E:189747.23 45° BEND N:124735.64 E:189740.23 87.66 LF 1.5" WATER SERVICE N44°57'32"E 95.73 LF 6" PVC FIRE SERVICE N44°57'32"E UPSIZE TO 1.5" SERVICE 5.89' AFTER METER PIT AND 1' AFTER THE 45° BEND 10' UTILITY EASEMENT 10' DRAINAGE EASEMENT 15' UTILITY EASEMENT EXST SAN MH INV. IN=5017.65 (W) INV. OUT=5017.60 (E) FG=5034.35 249.71 LF 4" PVC @ 3.00% 154.73 LF 8" PVC @ 0.30% SANITARY SERVICE TAP INV. IN=5018.28 (N) INV. IN=5018.28 (W) INV. OUT=5018.28 (S) FG=5025.10 SS CONNECTION INV. OUT=5025.77 (E) FG=5033.85 Sheet NEC LAKE & SHIELDS 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 16 C3.00 UTILITY PLAN 05 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 LEGEND: GENERAL 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6. ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700) 7. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET C-001 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 8. 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. 9. CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 10. ALL PROPOSED FLARED END SECTIONS HAVE SCOUR STOP. SEE SHEET C5.01 FOR SIZING AND DETAIL. EXISTING SANITARY MH S EXISTING GAS METER G EXISTING ELECTRIC METER E VAULT EXISTING ELECTRIC VAULT ELEC EXISTING TELEPHONE PEDESTAL T H Y D EXISTING FIRE HYDRANT TRAFFIC EXISTING TRAFFIC VAULT VAULT EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING SANITARY SEWER LINE SS PROPOSED GAS LINE G PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE EXISTING STORM SEWER PROJECT BOUNDARY FDC PROPOSED CURB & GUTTER PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE SERVICE LINE ELECTRIC TRANSFORMER PROPOSED ELECTRIC LINE E PROPOSED PERFORATED STORM UD PROPOSED GAS METER PROPOSED STORM SEWER S DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST PROPOSED ELECTRIC METER PROPOSED INLET WATER METER City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R TF EXISTING ROW PROPOSED LOT LINE EASEMENT EXISTING LOT LINE PROPOSED ROW D TIE TO EXISTING CURB AND GUTTER N:124515.11 E:189859.52 9' UTILITY EASEMENT 8' R.O.W 5' SIDEWALK 27' 24' 24' TIE TO EXISTING SIDEWALK N:124792.14 E:189698.77 8' R.O.W BIKE RACK TRASH ENCLOSURE R3' (TYP) R5' (TYP) R3' (TYP) R5' (TYP) R5' (TYP) SAW CUT SAW CUT REPLACE ASPHALT REPLACED CURB AND GUTTER REPLACED CURB AND GUTTER DRAINAGE EASEMENT DRAINAGE EASEMENT EXISTING BUS STOP HANDICAP PARKING STOP SIGN LANDSCAPE WALL (SEE LANDSCAPE PLANS) LANDSCAPE WALL (SEE LANDSCAPE PLANS) SAW CUT SAW CUT SAW CUT REPLACED ROLLOVER CURB AND GUTTER WITH 30" VERTICAL CURB AND GUTTER HIGH VOLUME CONCRETE DRIVE R20' R20' 8' 8' 8' 60' 82' 99' 21' 44' 8' 45' 27' 24' EMERGENCY ACCESS EASEMENT 21.31' OF 30" VERTICAL CURB AND GUTTER 17.59'OF 30" VERTICAL CURB AND GUTTER BIKE LANE, VERTICAL CURB AND GUTTER, AND SIDEWALK TO BE INSTALLED STOP SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN ACCESS EASEMENT ACCESS EASEMENT FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN SHIELDS STREET LAKE STREET JAMES COURT GLENWOOD COMMONS PORTION OF BLOCK 1 COLLEGE HEIGHTS RESUBDIVISION OF WOODS SUBDIVISION HIDAYAH VILLAGE CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 CAMPUS GARDENS ADDITION BLOCK 3 UNPLATTED UNPLATTED UNPLATTED BENNETT ROAD E XISTING 2' CONCRETE PAN EXISTING 2' CONCRETE PAN EXISTING SIDEWALK CHASE EXISTING SIDEWALK CHASE EXISTING 3' CONCRETE PAN 20' DRAINAGE EASEMENT LOT 1 LOT 2 1-6" STAIRS w/ 12" TREADS EXISTING SIDEWALK CHASE PROPOSED 3' CONCRETE PAN PROPOSED SIDEWALK CULVERT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN 7' SIDEWALK 8' SIDEWALK 8' SIDEWALK 8' SIDEWALK 6' SIDEWALK 6' SIDEWALK 5' SIDEWALK 5' 8' SIDEWALK 24' EMERGENCY ACCESS EASEMENT 12' 12' 10.56' 17' (TYP) 9' (TYP) 9' (TYP) 19' (TYP) 17' (TYP) 17' (TYP) 9' (TYP) 2 2 2 2 2 2 2 3 2 3 B B A 1 HC PARKING SIGN 30.3' BIKE RAMP (SEE DETAIL FOR ADDITIONAL INFORMATION) 254.65' PAINTED RED CURB EXTEND EXISTING TURN LANE STRIPING 110' ACCESS EASEMENT BIKE LANE, VERTICAL CURB AND GUTTER, AND SIDEWALK TO BE INSTALLED 24' EMERGENCY ACCESS EASEMENT 10.43' EXISTING CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING REMOVAL OF EXISTING WATER SERVICES 10.01' EXISTING CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING REMOVAL OF EXISTING WATER SERVICES 13.61' EXISTING CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING REMOVAL OF EXISTING WATER SERVICES R10' (TYP) 20' DRAINAGE EASEMENT 3 T 3 T T T T T LANDSCAPE RETAINING WALL (SEE LANDSCAPE PLANS) Sheet NEC LAKE & SHIELDS 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 16 C2.00 HORIZONTAL CONTROL PLAN 04 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: BI-DIRECTION LOCATION ACCESS RAMP A DIRECTIONAL ACCESS RAMP (FLARE OPTION) B 30" VERTICAL CURB AND GUTTER TRANSITION CURB AND GUTTER 18" OUTFALL CURB AND GUTTER T TRANSITION BETWEEN INFLOW AND OUTFALL 18" ROLL OVER CURB AND GUTTER 4 PROJECT BOUNDARY 1. CURVES AND LINES ARE MEASURED AT FLOWLINE OR EDGE OF WALK. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATIONS MANUAL. 3. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 5. REFER TO SITE AND LANDSCAPE PLANS FOR DECORATIVE PAVING, SCORING, ETC. 6. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. NOTES: 18" INFLOW CURB AND GUTTER 3 2 1 ASPHALT PAVING - LITE DUTY ASPHALT PAVING - HEAVY DUTY CONCRETE PAVING EXISTING ROW PROPOSED LOT LINE EASEMENT T EXISTING LOT LINE PROPOSED ROW PROPOSED OUTFALL CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED INFLOW CURB AND GUTTER X X X X X X X X X E LEC E BRKR VAULT ELEC F E S F E S F E S D E E E E E E E E E E E E E E E E E E E E E E E E E E 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 S S GAS GAS T CABLE D S H Y D VAULT ELEC C VAULT ELEC VAULT ELEC ELEC VAULT ELEC TRAFFIC VAULT S VAULT F.O. VAULT F.O. VAULT ELEC T S S F.O. TRAFFIC VAULT M H Y D S C VAULT ELEC W VAULT ELEC S G G G G G G W W W W W W W W W E E E W G G G G G G W W G G G G G G G G W E E E G G G G G E E E E E E E E E E E FO FO E E E E E E G G G G G G G G G W W W W W W W E E G G G G G W W W W W W W FO FO FO FO FO FO FO FO 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 W W W W W X X X X W W W G G G G G G G G G G C S C S C S C S C S T S C S V AULT CABLE C C S W W W W W W W W W W W W W W E E LEC VAULT ELEC ELEC T C BRKR T CABLE C SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS VAULT ELEC TRAFFIC VAULT C S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SHIELDS STREET LAKE STREET JAMES COURT GLENWOOD COMMONS PORTION OF BLOCK 1 COLLEGE HEIGHTS RESUBDIVISION OF WOODS SUBDIVISION HIDAYAH VILLAGE CARRIAGE HOUSE APARTMENTS UNPLATTED UNPLATTED CAMPUS GARDENS ADDITION BLOCK 1 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 CAMPUS GARDENS ADDITION BLOCK 3 UNPLATTED UNPLATTED UNPLATTED BENNETT ROAD 5 1.84' 18" VERTICAL CURB AND GUTTER (TO BE REMOVED) 41.26' OF 2' CONCRETE PAN (TO BE REMOVED) 6.88' OF 2' CONCRETE PAN (TO BE REMOVED) 64.88' 30" VERTICAL CURB AND GUTTER (TO BE REMOVED) 10' SECTION OF REMOVAL FOR PROPOSED STORM PIPE SAM MH RIM =5024.21 INV. IN = 5018.81 (N) INV. IN = 5018.80 (E) INV. OUT = 5018.74 (S) EXISTING 8" PVC SANITARY EXISTING 8" PVC SANITARY EXISTING STRM MH RIM = 5022.49 INV. IN = 5017.85 (S) INV. IN = 5017.79 (E) INV. OUT = 5017.72 (N) EXISTING STRM MH RIM = 5022.53 INV. IN = 5019.83 (W) INV. OUT = 5019.43 (N) EXISTING SAN MH RIM = 5022.80 INV. IN = 5018.10 (N) INV. IN = 5018.04 (E) INV. OUT = 5018.00 (SW) LEFT TURN SIGN MOTORCYCLE PARKING SIGN EXISTING OUTLET STRUCTURE FLOWLINE ELEV. = 5019.95 EXISTING FES FLOWLINE ELEV. = 5020.59 8" WIDE BLOCK WALL EXISTING FES FLOWLINE ELEV. = 5020.90 EXISTING FES FLOWLINE ELEV. = 5021.04 1' WIDE BLOCK WALL 16.20 L.F. 12" RCP @ 0.86% BLOCK WALL EXISTING 8" PVC SANITARY EXISTING 12" PVC SANITARY EXISTING 12" PVC SANITARY RIGHT TURN SLOW SIGN EXISTING SAN MH RIM = 5026.55 INV. IN = 5018.15 (N) INV. IN = 5017.65 (NE) INV. OUT = 5017.54 (S) EXISTING SAN MH RIM = 5031.09 INV. IN = 5016.64 (W) INV. IN = 5016.71 (N) INV. OUT = 5016.64 (E) "NO PARKING DURING STADIUM EVENTS" "2 HR PARKING MON.-FRI." SIGN EXISTING 10" PVC SANITARY EXISTING SAN MH RIM = 5034.35 INV. IN = 5017.65 (W) INV. OUT = 5017.60 (E) EXISTING 8" PVC SANITARY EXISTING SAN MH RIM = 5037.84 INV. IN = 5019.34 (N) INV. IN = 5019.27 (E) INV. OUT = 5019.16 (S) EXISTING 15" PVC SANITARY EXISTING SAN MH RIM = 5034.30 INV. IN = 5019.35 (N) INV. IN = 5020.40 (W) INV. OUT = 5019.30 (S) EXISTING OUTLET STRUCTURE FLOWLINE ELEV. = 5022.75 "PRIVATE PROPERTY" "NO PARKING VIOLATORS WILL BE TOWED" SIGN (TO BE REMOVED) "NO PARKING VIOLATORS WILL BE TOWED" SIGNS (2) (TO BE REMOVED) EXISTING 18" RCP STORM METAL STAKE (TO BE REMOVED TYP.) LIGHT POLE (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) ELECTRIC VAULT (TO BE RELOCATED) TELEPHONE PEDESTAL (TO BE RELOCATED) CABLE VAULT (TO BE RELOCATED) CURB STOP 45 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) CURB STOPS (2) (TO BE REMOVED) 44 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) 46 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) CURB STOP (TO BE REMOVED) EXISTING FIRE HYDRANT CABLE VAULT (TO BE RELOCATED) CABLE PEDESTAL (TO BE RELOCATED) EXISTING TRAFFIC SIGNAL (TO BE PROTECTED) EXISTING BUS STOP (TO BE MAINTAINED) 24 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) CURB STOP (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) MAILBOX (TO BE REMOVED) WATER METER (TO BE REMOVED) METAL STAKE (TO BE REMOVED TYP.) 145 SQ. FT. CONCRETE (TO BE REMOVED) SAW CUT 1035 SQ. FT. ASPHALT/CONCRETE (TO BE REMOVED) 2100 SQ. FT. ASPHALT (TO BE REMOVED) 1245 SQ. FT. ASPHALT (TO BE REMOVED) SAW CUT EXISTING 3' CONCRETE PAN SHRUBS (9) (TO BE REMOVED) TREES (2) (TO BE REMOVED) TREE (TO BE REMOVED) TREE (TO BE REMOVED) 21 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) CURB STOP (TO BE REMOVED) 20 L.F. WATER SERVICE (TO BE ABANDONED AT MAIN) CURB STOP (TO BE REMOVED) 90 L.F. FENCE (TO BE REMOVED) 230 SQ. FT. CONCRETE (TO BE REMOVED) TREES (3) (TO BE REMOVED) SHRUBS (2) (TO BE REMOVED) TREE (TO BE REMOVED) 337 SQ. FT. ASPHALT SAW CUT (TO BE REMOVED AND REPLACE EXISTING 18" VERTICAL CURB AND GUTTER (TO BE REMOVED AND REPLACE TO THE EXTENTS NEEDED FOR THE INSTALLATION OF THE PROPOSED STORM PIPE) EXISTING 8" WATER MAIN EXISTING 6" WATER MAIN EXISTING 6" WATER MAIN EXISTING 12" WATER MAIN EXISTING FENCE (TO BE REMOVED) 790± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE FOR WATER/FIRE SERVICES) 230± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE FOR GAS SERVICE) 70± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) EXISTING ACCESS RAMP EXISTING ACCESS RAMP ROLL-OVER CURB/GUTTER & ATTACHED SIDEWALK (TO BE REMOVED (700± SQ. FT.)) DRIVE CUT, SIDEWALK & BIKE LANE TO BE REMOVED (350± SQ. FT.) DRIVE CUT, SIDEWALK & BIKE LANE TO BE REMOVED (250± SQ. FT.) DRIVE CUT, SIDEWALK & BIKE LANE TO BE REMOVED (200± SQ. FT.) 142' SIDEWALK (TO BE REMOVED) CABLE BOX (TO BE RELOCATED) 72± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) 85± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) 80± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) 75± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) EXISTING SWITCHING CABINET TO BE REPLACED WITH UNDERGROUND COMPOSITE VAULT SHRUB (TO BE REMOVED) EXISTING FIRE HYDRANT EXISTING 2' CONCRETE PAN EXISTING FENCE (TO BE REMOVED) EXISTING 18" VERTICAL CURB AND GUTTER (TO BE REMOVED AND REPLACE TO THE EXTENTS NEEDED FOR THE INSTALLATION OF WATER/FIRE SERVICES) 180.23' STRIPING TO BE REMOVED (TO BE WATER BLASTED OR GRINDED DO NOT PAINT BLACK) 10.43' CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING ABANDONMENT OF WATER SERVICE 10.01' CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING ABANDONMENT OF WATER SERVICE 13.61' CURB AND GUTTER TO BE REPLACED IF DAMAGED DURING ABANDONMENT OF WATER SERVICE 95± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) 2300± SQ. FT. ASPHALT (TO BE REMOVED AND REPLACE) CONCRETE PAD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS ABANDON SANITARY SERVICE PER FORT COLLINS STANDARDS Sheet NEC LAKE & SHIELDS 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 16 NORTH C1.00 & DEMOLTION PLAN EXISTING CONDITIONS 03 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 H Y D TRAFFIC VAULT G W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S G VAULT ELEC T W SS E PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNALBASE. ELEVATION = 5025.74 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION = 5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 = NAVD88 - 3.17 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14 AS BEARING NORTH 00°29'45" EAST. 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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. 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. 6. SEE LANDSCAPE PLANS FOR TREE MITIGATION MEASURES. 7. ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 8. 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. 9. DEMOLITION OF THE EXISTING BUILDING, PAVEMENTS, AND OTHER SITE FEATURES SHOULD INCLUDE COMPLETE REMOVAL OF ALL FOUNDATION SYSTEMS, BELOW-GRADE STRUCTURAL ELEMENTS, PAVEMENTS, AND EXTERIOR FLAT WORK WITHIN THE PROPOSED CONSTRUCTION AREA. THIS SHOULD INCLUDE REMOVAL OF ANY UTILITIES TO BE ABANDONED ALONG WITH ANY LOOSE UTILITY TRENCH BACKFILL OR LOOSE BACKFILL FOUND ADJACENT TO EXISTING FOUNDATIONS. 10. LIMITS OF CONCRETE CURB REMOVAL SHALL BE TO THE NEAREST JOINT. SECTIONS LESS THAN 5' SHALL BE COMPLETELY REPLACED. 11. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, FENCES, AND UTILITIES. 12. CONTRACTOR TO COORDINATE REMOVAL AT EXISTING WATER SERVICES WITH CITY OF FORT COLLINS UTILITIES FIELD OPERATIONS AT (970)416.2165. 13. ALL UNUSED WATER AND SEWER SERVICES TO BE ABANDONED AT THE MAIN PER CITY OF FORT COLLINS STANDARDS. CONTRACTOR TO IDENTIFY ALL UNUSED SERVICES AND COORDINATE WITH THE CITY OF FORT COLLINS FOR SERVICE ABANDONMENT. OVERHEAD UTILITY OHU BURIED ELECTRIC STORM LINE SANITARY SEWER LINE CONIF. TREE DECID. TREE TO BE REMOVED H2O METER TELEPHONE PEDESTAL ELECTRIC VAULT POWER POLE CONIF. TREE TO BE REMOVED DECID. TREE GAS METER DEMO LINE MINOR CONTOUR MAJOR CONTOUR EXISTING CURB/GUTTER WATER LINE BURIED GAS PROPERTY BOUNDARY TRAFFIC VAULT FIRE HYDRANT LIGHT POLE LEGEND: BENCHMARK AND BASIS OF BEARING NOTES: City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING ROW EXISTING LOT LINE EXISTING EASEMENT 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for NEC Lake & Shields, dated June 11, 2019 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 City of Fort Collins Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the 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: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNALBASE. ELEVATION = 5025.74 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION = 5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 = NAVD88 - 3.17 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14 AS BEARING NORTH 00°29'45" EAST. 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. 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 Report for NEC Lake & Shields, dated June 11, 2019 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. 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. TRAVEL 11.5' TRAVEL 10.5' TRAVEL 5' BIKE 6.5' WALK 65' ROADWAY 86' ROW 14' PKWY 10' WALK ESM'T. UTIL. 15' 77' EXISTING 24' PROPOSED SHIELDS STREET 5.5' WALK 37' ROADWAY 18.5' LANE 18.5' LANE 6' PKWY 5' WALK ESM'T. UTIL. 9' 49.5' ROW JAMES COURT 42.5' EXISTING 20' PROPOSED Sheet NEC LAKE & SHIELDS 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 16 C0.00 COVER SHEET 01 SHEET INDEX C0.00 COVER SHEET C0.01 GENERAL & CONSTRUCTION NOTES C1.00 EXISTING CONDITIONS & DEMOLITION PLAN C2.00 HORIZONTAL CONTROL PLAN C3.00 UTILITY PLAN C3.01 STORM LINES A & B PLAN & PROFILE C3.02 STORM LINES C, D, & E PLAN & PROFILE C4.00 OVERALL GRADING PLAN C4.01 DETAILED GRADING PLAN C5.00 EROSION CONTROL PLAN C5.01 EROSION CONTROL DETAILS C6.00 - C6.04 CONSTRUCTION DETAILS C7.00 DRAINAGE EXHIBIT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner JUNE 2019 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Andy Reese 301 North Howes Street, Suite 100 Fort Collins, CO 80524 (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: VICINITY MAP LANDSCAPE ARCHITECT CIVIL ENGINEER PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 19-97 AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETE TRAFFIC SIGNALBASE. ELEVATION = 5025.74 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION = 5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 = NAVD88 - 3.17 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14 AS BEARING NORTH 00°29'45" EAST. ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: OWNER/APPLICANT 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------------------------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 WASTEWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 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. Cathy Mathis, APA TB Group 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 CSURF Michael 'Bo' Brown LEED A.P. 2537 Research Blvd., Suite 200 Fort Collins, CO 80526 (970) 491-2625 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 232-047 DATE: JULY 13, 2018 FINAL UTILITY PLANS FOR NEC LAKE & SHIELDS A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Northern Engineering Services, Inc. Steve Lund, PLS 301 North Howes Street, Suite 100 Fort Collins, CO 80524 (970) 221-4158 SURVEYOR E NGINEER ING N O R T H E RN E NGINEER ING N O R T H E RN PROJECT LOCATION TRAFFIC ENGINEER Delich Associates Matt Delich, PE 2272 Glen Haven Drive Loveland, CO 80538-4903 (970) 669-2061 D:\acad\Blocks\Logos\Consultants\Traffic-Trans\Delich Assoc.jpg .\.\.\acad\blocks\logos\consultants\planners\tbgroup logo.jpg