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Home My WebLink AboutPOUDRE GARAGE - BDR160007 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSEAST DR UNIVERSITY AVE W PITKIN ST SOUTH DR UNIVERSITY AVE W PITKIN ST JEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. LAPORTE AVE. MAPLE AVE. S. MASON AVE. S. HOWES AVE. E. MYRTLE ST E. LAUREL ST E. OAK ST S. REMINGTON ST No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C000 No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C001 GENERAL & CONSTRUCTION NOTES F. Wegert F. Wegert NTS City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO S C S H Y D D D W D C S G G C.O. ELEC BRKR AC AC E V.P. SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS G G G G G G G W G G G W W W W W W W W CTV T T T T SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W S C S H Y D D D W D C S G EX. ELEC VAULT T EXISTING "30 MIN. PARKING" SIGN EXISTING "PARKING ENTRANCE" SIGN PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN EXISTING TREE WELL (TYP.) PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN PRESERVE & PROTECT EX. HANDICAP SIGN PROPOSED HANDICAP RAMP (TYP.) PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING UNDERGROUND ELECTRIC VAULT PRESERVE & PROTECT EXISTING TREE PROPOSED GATE (RE: ARCHITECT) PROPOSED TRASH DUMPSTERS (RE: ARCHITECT) PRESERVE & PROTECT EXISTING RAMP AND HANDRAIL REMOVE & RESTORE EXISTING STOP SIGN WITH "REMINGTON STREET" AND "OAK STREET" SIGNS FL RADIUS = 6' SAWCUT LINE (TYP.) PROPOSED BOLLARDS REMMINGTON STREET (100' ROW) 20' WIDE ALLEY EX. SIDEWALK EXISTING SIDEWALK PROPOSED 10.5' WIDE SIDEWALK S C S H Y D D D W D C S G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W G G G W W W W W W W W CTV T SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX. ELEC VAULT SS SS SS SS SS SS SS SS CTV CTV CTV T T T SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W EX. ELEC VAULT 3.0' 4.7' 4.4'± 6.9' 1.0'± 6.1' 1.7'± 4.7'± 6.9' 3.0' 1.8' 10.3'± 4.8' 2.2'± PROPOSED DRIVEWAY 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS ELEC VAULT E E E E E E E 6" F 6" F 6" F 6" F 6" F 6" F 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W W C T CTV CO CO 3' CONNECT TO EXISTING 6" WATER MAIN PER CITY'S STANDARDS & REGULATIONS TIE INTO EXISTING 6" WATER MAIN WITH 6"x6" TAPPING SADDLE, THRUST BLOCK, AND 6" GATE VALVE INSTALL 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. CONNECT TO BUILDING DRAINAGE SYSTEM AT 4976.87. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED UNDERGROUND ELECTRIC VAULT WITH TRANSFORMER INSTALL 1 1 2" WATER SERVICE TO BUILDING'S WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. INSTALL 1 1 2" WATER METER WITH TRAFFIC RATED LID (SEE DETAILS 203 & 204 ON SHEET C602) INSTALL CURBSTOP WITH TRAFFIC RATED LID (SEE DETAIL 208 ON SHEET C602) C S D D C S G ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST EX. ELEC VAULT UD UD UD UD UD CO CO EXISTING TREE WELL (TYP.) PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE & PROTECT EXISTING UNDERGROUND ELECTRIC VAULT REMMINGTON STREET (100' ROW) 20' WIDE ALLEY 142 REMINGTON ST. EXISTING 1-STORY BRICK BUILDING 148 REMINGTON ST. EXISTING 2-STORY BRICK BUILDING PRESERVE & PROTECT EXISTING TREE EXISTING 1-STORY BRICK BUILDING EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK AND RAMP EX. TYPE-R INLET RIM = 4981.16 FLOWLINE = 4980.40 INVERT IN = 4977.31 (NE) INVERT OUT = 4976.86 (N) EX. 15" RCP STORM SEWER EX. 8" DIP STORM SEWER EX.48" STORM SEWER CONNECT TO BUILDING DRAINAGE SYSTEM AT INVERT 4976.87. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED UNDERDRAIN 210 E. OAK STREET EXISTING 1-STORY BRICK BUILDING PROPOSED BUILDING FF = 4982.50 PROPOSED DRIVEWAY MATCH INTO EXISTING MATCH INTO EXISTING S C S H Y D D W D C S G EX. ELEC VAULT RD RD UD UD UD UD UD C T REMMINGTON STREET (100' ROW) 20' WIDE ALLEY EXISTING 1-STORY BRICK BUILDING EXISTING 1-STORY BRICK BUILDING EXISTING 2-STORY BRICK BUILDING OAK STREET (100' ROW) (M) N00°18'49"E 99.99' (R) NORTH 100' (M) S00°20'34"W 99.97' (R) SOUTH 100' (M) N89°42'10"W 69.94' (R) WEST 70' (M) S89°41'11"E 69.99' (R) EAST 70' EXISTING DOOR THRESHOLD ELEV. = 4982.52 EXISTING DOOR THRESHOLD ELEV. = 4982.44 EXISTING DOOR THRESHOLD ELEV. = 4983.99 EXISTING DOOR THRESHOLD ELEV. = 4984.04 EXISTING DOOR THRESHOLD ELEV. = 4982.56 EXISTING DOOR THRESHOLD ELEV. = 4982.46 EXISTING DOOR THRESHOLD ELEV. = 4982.42 EXISTING TREE WELL (TYP.) PRESERVE & PROTECT EXISTING TREE 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. Minimum pedestrian landing area required 5 ft length x 5 ft width, max slope in any direction is 1:50 or 1 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. 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. 6. 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 7. T = Concrete thickness, 6" minimum for entire ramp area. 8. See grading plan for spot elevations. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 6' Transition (TYP.) 5' (min) 6" 2' 1:20 (max) 1:12 (max)  T, See Note 7 0" Curb Lip of Gutter  Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning 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 Notes 2 & 8. 2' (min) No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: NOTE: \pxi-3,l3,t3;1.THE ASPHALT SURFACE SHALL BE SAWED TO FORM A PERPENDICULAR CLEAN JOINT AND A COATING OF BITUMINOUS MATERIALS (PRIME COAT) SHALL BE APPLIED TO THE JOINT PRIOR TO THE PROPOSED SURFACING OPERATION. SAWCUT LINE BEGIN FULL DEPTH ASPHALT \A1;1' (TYP.) VARIES (1' MIN.) REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 12" BIO-RETENTION SAND MEDIA 6" PERFORATED PVC UNDERDRAIN NOTES: 1. REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2. BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3. THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. MIN. 10" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 6" PEA GRAVEL \A1;2" 6" MIN. 3% TYP. 3% TYP. 2.83'± 3.5'± NOTE: 1. SEE GRADING PLAN FOR FLOWLINE, TOP BACK OF CURB, & TOP OF CONCRETE ELEVATIONS TYPICAL SECTION BETWEEN EXISTING BUILDINGS 6" MIN. VARIES SEE 3% TYP. GRADING PLAN 1.42' 9.6' NOTE: 1. SEE GRADING PLAN FOR FLOWLINE, TOP BACK OF CURB, AND TOP OF CONCRETE ELEVATIONS TYPICAL SECTION BETWEEN EXISTING & PROPOSED BUILDINGS TYPICAL PRIVATE OUTFALL CURB - HEIGHT VARIES (SEE DETAIL ON THIS SHEET) EXISTING BUILDING (148 REMINGTON ST. - RE: ARCHITECT) EXISTING BUILDING (142 REMINGTON ST.) INSITU SUBGRADE TYPICAL PRIVATE OUTFALL CURB - HEIGHT VARIES (SEE DETAIL ON THIS SHEET) No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C602 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: SANITARY SEWER BEDDING REQUIREMENTS NOT TO SCALE 201 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %%uGENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. %%UPLAN 48" DIA. VIEW BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 Compact trench as required by Development Construction Standard to support valve box. Locate curb box and water meter according to the approved utility drawings. GENERAL NOTES 2. 1. PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. VALVE W/ WATER BOX STAMPED ON LID \A1;8-12" MIN REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TRAFFIC-RATED CURB STOP INSTALLATION 11A 7/17/2014 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 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 SANITARY SEWER CLEANOUT NOT TO SCALE 202 1 1 2" WATER METER VAULT (PROFILE) NOT TO SCALE 203 1 1 2" WATER METER VAULT (PLAN VIEW) NOT TO SCALE 204 WATER BEDDING REQUIREMENTS NOT TO SCALE 205 STANDARD CONCRETE THRUST BLOCKS NOT TO SCALE 206 TYPICAL WATER SERVICE NOT TO SCALE 207 TRAFFIC RATED CURB STOP NOT TO SCALE 208 W/ SEWER STAMPED ON LID VALVE BOX \A1;6" MIN \A1;WATER TIGHT SCREW CAP \A1;4" HARD ASPHALT SURFACE OR OTHER FLOW DIRECTION DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL TRAFFIC RATED CLEANOUT WW-15 NBJ 4/11/11 INSITU SUBGRADE PROPOSED BUILDING (148 REMINGTON ST. EXISTING BUILDING - RE: ARCHITECT) (142 REMINGTON ST.) FINISH FLOOR (RE: ARCHITECT) SEE NOTE 1 FL - SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 FL - SEE NOTE 1 EX. FINISH FLOOR (RE: ARCHITECT) EX. FINISH FLOOR EX. FINISH FLOOR 30 MIL (MIN.) HDPE GEOMEMBRANE LINER (ENTIRE PERIMETER) 3.5' 30 MIL (MIN.) HDPE GEOMEMBRANE LINER NOTES: 1. INSTALL GEOMEMBRANE LINER PER MANUFACTURER'S RECOMMENDATIONS. 2. REFER TO THE APPROVED STRUCTURAL PLANS FOR ALL BUILDING FOOTING AND FOUNDATION DESIGNS. 6" PERFORATED PVC UNDERDRAIN CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC (ENTIRE PERIMETER) NYLOPLAST RAIN GARDEN DRAIN OUTLET (SEE GRADING PLAN) 9" MINIMUM (SEE GRADING PLAN) REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA BIO-RETENTION SAND MEDIA (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) PEA GRAVEL (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) 2" 30 MIL (MIN.) HDPE GEOMEMBRANE LINER (ENTIRE PERIMETER) PROPOSED BUILDING FOUNDATION (RE: STRUCTURAL ENGINEER) CONNECT GEOMEMBRANE LINER TO CONCRETE PER GEOMEMBRANE CONNECTION DETAIL. EXISTING BUILDING (210 E. OAK STREET) EX. FINISH FLOOR PROPOSED BUILDING (148 REMINGTON ST. - RE: ARCHITECT) FINISH FLOOR (RE: ARCHITECT) 9" MINIMUM (SEE GRADING PLAN) GRAVEL LAYER (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) PROPOSED CONCRETE RETAINING WALL AGAINST EXISTING BUILDING (RE: STRUCTURAL ENGINEER) CONNECT GEOMEMBRANE LINER TO CONCRETE PER GEOMEMBRANE CONNECTION DETAIL. COMPACTED CLAY LAYER AT 10% MINIMUM SLOPE AWAY FROM BUILDING FOUNDATIONS INSITU SUBGRADE DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV C 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 09-05-13 CCA 8" - 30" (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 OR CLASS II 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 {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120%%D 90%%D 60%%D A \A1;C \\A1;B A1;D SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. 1 4" x 2" ALUMINUM, STAINLESS STEEL OR GALVANIZED STEEL BATTEN BAR 2" MIN. GEOTEXTILE SEPERATOR FABRIC COMPACTED CLAY LAYER NOTES: 1. PROVIDE SLACK IN LINER PLACEMENT TO ENSURE PROPER INSTALLATION AND BACKFILL WITHOUT DAMAGE. 2. BACKFILL, UNDERDRAIN SYSTEM, AND REBAR NOT SHOWN. SEE DETAIL 108 ON THIS SHEET. CONCRETE PERIMETER BARRIER 30 MIL (MIN.) HDPE GEOMEMBRANE LINER BUYTL TAC TAPE 3 8" x 3" STAINLESS STEEL ANCHOR BOLT, NUT & WASHER @ 12" O.C. TEMPORARILY ATTACH FABRIC TO WALL DURING BACKFILL PROCESS (DO NOT WRAP AROUND BATTEN BAR) INSITU SUBGRADE \A1;4'-0" \A1;4'-0" 18"%%c TOP, BOTTOM, AND CONCRETE FINISH. CENTER. SOLID UNDISTURBED SOIL. TOP OF PAVEMENT. 24"%%c CONCRETE FOUNDATION. 3/8"%%c WELDED HOOPS. KEYED NOTES PROVIDE PITCH, SMOOTH 6"%%C STANDARD STL. PIPE CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PROTECTED ELECTRIC VAULT CONCRETE FILLED BOLLARD NOTES: 1. INSTALL GEOMEMBRANE LINER PER MANUFACTURER'S RECOMMENDATIONS. 2. REFER TO THE APPROVED STRUCTURAL PLANS FOR ALL BUILDING FOOTING AND FOUNDATION DESIGNS. CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC (ENTIRE PERIMETER) NYLOPLAST RAIN GARDEN DRAIN OUTLET (SEE GRADING PLAN) 9" MINIMUM (SEE GRADING PLAN) REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 2" 30 MIL (MIN.) HDPE GEOMEMBRANE LINER (ENTIRE PERIMETER) GRAVEL LAYER (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) PROPOSED CONCRETE RETAINING WALL (RE: STRUCTURAL ENGINEER) CONNECT GEOMEMBRANE LINER TO CONCRETE PER GEOMEMBRANE CONNECTION DETAIL. COMPACTED CLAY LAYER AT 10% MINIMUM SLOPE AWAY FROM BUILDING FOUNDATIONS INSITU SUBGRADE MATCH TOP OF WALL INTO EXISTING OR PROPOSED CONCRETE SIDEWALK (SEE HORIZONTAL CONTROL PLAN) 6" PERFORATED PVC UNDERDRAIN BIO-RETENTION SAND MEDIA (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) PEA GRAVEL (SEE BIORETENTION SOIL LAYERING DETAIL ON THIS SHEET) SEE TYPICAL RAIN GARDEN SECTION FOR CONTINUATION No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C601 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: BIORETENTION SAND MEDIA SPECIFICATIONS NOT TO SCALE 106 BIORETENTION SOIL LAYERING (RAIN GARDEN) NOT TO SCALE 103 NOT TO SCALE 110 SAWCUT DETAIL 100 TYPICAL SECTION FOR ALLEY NORTH OF 148 REMINGTON STREET NOT TO SCALE CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1. Refer to project specifications for excavation requirements. B.Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. TYPICAL RAIN GARDEN SECTION NOT TO SCALE TYPICAL NYLOPLAST DRAIN BASIN WITH BEEHIVE GRATE 108 NOT TO SCALE 107 DIMENSIONS FOR SLOTTED PVC NOT TO SCALE 101 GEOMEMBRANE CONNECTION DETAIL NOT TO SCALE 104 NOT TO SCALE 109 BOLLARD DETAIL 6" 1" 1 1/2"R. 1'-4" 2" R. 4" 12" MIN. 6" OUTFALL CURB & GUTTER 1-1/2" VARIES 1-1/2" TO PRIVATE CURB & GUTTER NOT TO SCALE 102 RAIN GARDEN SECTION AT CONCRETE WALK NOT TO SCALE 105 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C600 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Lip FL Back of curb Right of Way Line NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1:50 (max.) Property Line N.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 1 706.DRAWING 1 STREET STANDARDS URBAN AREA DATE: 02/17/15 STANDARD DRIVEWAY APPROACH DETACHED WALK (Type I) x=2' (min.) Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2" ROW NOT TO SCALE Y Detached Sidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.) 1/4" per ft. Varies ** Varies ** Ramp Length Ramp Length Detached Detached 1" per ft. 1:12 (max.) See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 1 2" min - 2" max 1:12 (max.) 1:12 (max.) T T 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING 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 CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 02/17/15 TRUNCATED DOME WARNING FOR ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1607 DRAWING DATE: 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 -Face of Curb -Flow line 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 NOT TO SCALE See Note 3 02/17/15 STANDARD SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1601 DRAWING DATE: 4 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, see CONST. 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. NOT TO SCALE Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" TYPICAL CURB & GUTTER WITHIN ROW NOT TO SCALE 001 TRUNCATED DOMES FOR HANDICAP RAMPS NOT TO SCALE 004 STANDARD DRIVEWAY APPROACH (TYPE 1) NOT TO SCALE 005 STANDARD SIDEWALK NOT TO SCALE 002 TYPICAL SIGN POST NOT TO SCALE 006 SIDEWALK DETAIL NOT TO SCALE 003 TYPICAL HANDICAP RAMP NOT TO SCALE 007 NOT TO SCALE 008 STORMWATER BEDDING REQUIREMENTS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC PRESERVE & PROTECT EX. RAMP WITH HANDRAIL PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING UNDERGROUND ELECTRIC VAULT PRESERVE & PROTECT EXISTING TREE OS-A 0.13 AC. A 0.15 AC. OS-B 0.20 AC. PRESERVE & PROTECT EXISTING TREES B 0.01 AC. OSA OSB A PROPOSED BUILDING FF = 4982.50 PROPOSED STORM SEWER PROPOSED UNDERDRAIN PROPOSED RAIN GARDEN EXISTING DOOR THRESHOLD ELEV. = 4981.46 EXISTING DOOR THRESHOLD ELEV. = 4981.47 RD No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C500 DRAINAGE PLAN F. Wegert F. Wegert 1" = 10' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac 80 79 5015 5013 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOURS DESIGN POINT FLOW ARROWS NOTES: LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER RD PROPOSED RAIN GARDEN/LID TREATMENT EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED BUILDING EXPANSION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-002 DATE: DECEMBER 2015 PROPOSED STORM SEWER PROPOSED UNDERDRAIN UD NEW IMPERVIOUS AREA 3,294 FT2 0.076 AC. TRADITIONAL PAVEMENT AREA 59 FT2 0.001 AC. OTHER IMPERVIOUS SURFACES (ROOFS, CONCRETE, WALKS, ETC.) 3,235 FT2 0.075 AC. REQUIRED MINIMUM IMPERVIOUS AREA TO BE TREATED 2,471 FT2 0.057 AC. REQUIRED MINIMUM VOLUME TO BE TREATED 101 FT3 3.74 YD3 DESIGN VOLUME OF RAIN GARDEN 113 FT3 4.18 YD3 CONTRIBUTING AREA TO RAIN GARDEN 2,471 FT2 0.057 AC. PERCENT OF TREATMENT OF NEW IMPERVIOUS AREA 75% 75% ON-SITE TREATMENT BY LID REQUIREMENTS DEVELOPED BASIN SUMMARY BASIN ID BASIN AREA (FT 2) BASIN AREA (AC.) % IMPERVIOUS Q 2-YR (CFS) Q 10-YR (CFS) Q 100-YR (CFS) A 6,618 FT2 0.15 ACRES 91.11% 0.24 CFS 0.43 CFS 0.95 CFS B 377 FT2 0.01 ACRES 95.00% 0.02 CFS 0.03 CFS 0.08 CFS OS-A 5,491 FT2 0.13 ACRES 88.31% 0.19 CFS 0.34 CFS 0.75 CFS OS-B 8,929 FT2 0.20 ACRES 93.76% 0.33 CFS 0.59 CFS 1.30 CFS EXISTING BASIN SUMMARY BASIN ID BASIN AREA (FT 2) BASIN AREA (AC.) % IMPERVIOUS Q 2-YR (CFS) Q 10-YR (CFS) Q 100-YR (CFS) A 6,995 FT2 0.16 ACRES 70.95% 0.16 CFS 0.32 CFS 0.75 CFS OS-A 5,491 FT2 0.13 ACRES 94.21% 0.21 CFS 0.38 CFS 0.83 CFS OS-B 8,929 FT2 0.20 ACRES 93.76% 0.33 CFS 0.59 CFS 1.30 CFS 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.REFER TO THE "FINAL DRAINAGE REPORT FOR POUDRE GARAGE" BY NORTHERN ENGINEERING, DATED MAY 25, 2016 FOR ADDITIONAL INFORMATION. 3.TOTAL DISTURBED AREA FOR PROJECT IS 8,500 FT{}. {4.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING THE STORM SEWER AT ALL TIMES OR BMP'S WILL BE REQUIRED PER CITY OF FORT COLLINS REGULATIONS.} TOTAL DISTURBED AREA = 8,500 SQ. FT MATCH INTO EXISTING FLOWLINE AND TOP BACK OF CURB EX. SIDEWALK 1.0% 1.0% 1.8% 4.5% 10.5% 2.0% 2.3% 3.5% 8.6% 6.7% 4.0% 2.0% 2.0% 2.0% 2.0% 3.0% 3.0% 5.0% 8.7% 5.0% TIE INTO EXISTING STORM SEWER MANHOLE (CORE AND SEAL) AT INVERT 4973.25. STA: 10+00.00 N: 130489.57 E: 195170.71 PROPOSED 45° HDPE BEND STA: 11+10.44 N: 130536.19 E: 195261.89 INV: 4976.57 OAK STREET (100' ROW) EXISTING DOOR THRESHOLD ELEV. = 4982.44 EXISTING DOOR THRESHOLD ELEV. = 4983.99 EXISTING DOOR THRESHOLD ELEV. = 4984.04 EXISTING DOOR THRESHOLD ELEV. = 4982.56 EXISTING DOOR THRESHOLD ELEV. = 4982.46 EXISTING DOOR THRESHOLD ELEV. = 4982.42 (1.1%) (2.9%) (8.1%) (81.74) TC 80.55 FL 81.55 TC (81.77) TC (81.74) TC (81.54) TC 81.35 TC (81.17) TBC 81.49 TC 81.90 TC 81.90 TC 81.65 TC 81.35 TC 81.35 TC 81.25 TBC (80.35) FL 80.75 FL 81.68 TC 81.70 TC 81.70 TC 81.49 TC MATCH INTO EXISTING EX. GROUND ELEV = 4982.04 DOOR THRESHOLD = 4982.52 PROPOSED SIDEWALK PRESERVE & PROTECT EXISTING TREES SAWCUT LINE (TYP.) 6.8% 81.62 TC 80.39 FL 80.73 FL 81.49 TC 4.8% 81.60 TC TC:82.10 (82.04) TC:82.10 (82.04) 3.7% 5.4% 5.9% EXISTING DOOR THRESHOLD ELEV. = 4981.46 EXISTING DOOR THRESHOLD ELEV. = 4981.47 RD 81.32 TC 66.67 LF 12" HDPE @ 3.00% 10.12 LF 12" HDPE @ 3.00% C S UD UD UD UD UD UD UD UD UD UD TBC:82.50 (81.81) TBC:82.50 (81.93) TW/TBC:82.50 (82.08) 81.42 GRD 81.65 FL 81.78 FL 81.89 FL 82.50 TBC 82.25 TC 82.50 TC 81.42 GRD 81.42 GRD 81.42 GRD 81.42 GRD 81.42 GRD 81.42 GRD 81.42 GRD 81.42 GRD 0.8% 0.8% 0.8% 3.4% 5.2% 6.4% 3.1% 0.8% 82.00 FL/HP 1.3% 1.2% 1.2% 1.3% 2.7% 2.7% 2.7% 2.6% PROPOSED THICKEN CONCRETE EDGE 6.2% 7.1% 4.2% 3.1% 3.1% 2.9% 3.1% 3.1% 3.1% 3.1% 3.1% 3.1% EXISTING SIDEWALK EXISTING CURB MATCH INTO EXISTING SIDEWALK PROPOSED GATE (RE: ARCHITECT) PROPOSED DUMPSTERS (RE: ARCHITECT - TYP.) PRESERVE AND PROTECT EXISTING RAMP AND HANDRAIL EXISTING SIDEWALK 142 REMINGTON ST. EXISTING 1-STORY BRICK BUILDING 148 REMINGTON ST. EXISTING 2-STORY BRICK BUILDING CONNECT UNDERDRAIN TO BUILDING DRAINAGE SYSTEM AT INVERT 4978.35. SEE PLUMBING PLANS FOR CONTINUATION PROPOSED UNDERDRAIN 210 E. OAK STREET EXISTING 1-STORY BRICK BUILDING PROPOSED BUILDING FF = 4982.50 EX. SIDEWALK PROPOSED FLOWLINE EXISTING DRIVEWAY 81.94 FL 0.8% 81.52 FL (81.50) FL 6.2% 6.7% PROPOSED 8" NYLOPLAST INLET NORTHING: 130594.55 EASTING: 195292.72 RIM: 4981.75 FINISH GROUND: 4981.25 INV IN: 4978.57 6" PVC INV OUT: 4978.47 6" PVC PROPOSED 8" NYLOPLAST INLET NORTHING: 130618.56 EASTING: 195292.85 RIM: 4981.75 FINISH GROUND: 4981.25 INV IN: 4978.91 6" PVC INV OUT: 4978.81 6" PVC PROPOSED 8" NYLOPLAST INLET NORTHING: 130634.74 EASTING: 195290.67 RIM: 4981.75 FINISH GROUND: 4981.25 INV OUT: 4979.08 6" PVC 81.40 HP 81.40 HP EXISTING DOOR THRESHOLD ELEV. = 4982.44 INSTALL PRIVATE CURB AGAINST EXISTING BUILDING (HEIGHT VARIES) INSTALL RETAINING WALL AGAINST EX. BUILDING (RE: STRUCTURAL ENGINEER) INSTALL TOP OF RETAINING WALL FLUSH WITH EX. SIDEWALK TBC:82.50 (81.65) TBC:82.50 (81.48) 81.56 FL 81.68 FL 81.82 FL 81.93 FL 82.04 FL (82.25) (82.42) (1.3%) (1.9%) (1.3%) (0.7%) TW:82.50 (82.30) TW:82.46 (82.32) TW/TBC:82.36 (82.36) TBC:82.17 (82.17) TBC:82.50 (81.87) TBC:82.50 (81.80) TBC:82.50 (81.96) 12.42 LF 6" PVC @ 1.00% 24.02 LF 6" PVC @ 1.00% 13.90 LF 6" PVC @ 1.00% 3.20 LF 6" PVC @ 1.00% RD EXISTING DOOR THRESHOLD ELEV. = 4981.46 INSTALL PRIVATE CURB AGAINST EXISTING BUILDING (HEIGHT VARIES) 81.57 FL 81.69 FL 81.82 FL 82.50 TBC 81.89 FL 1.7% MATCH INTO EXISTING FLOWLINE & TOP BACK OF CURB MATCH INTO EXISTING SIDEWALK 1.8% 1.0% 2.0% 2.0% 1.7% 1.4% PROPOSED 45° HDPE BEND STA: 10+66.67 N: 130536.44 E: 195218.12 INV: 4975.26 81.71 TBC 81.21 FL 81.49 FL 81.65 FL/HP 81.48 FL 81.88 TC 82.00 TBC 82.15 TBC 81.98 TBC 81.65 TC 81.65 TC TC:82.14 (82.04) TC:81.95 (82.14) 81.84 TC 81.77 TC 81.84 TC 2.0% (81.46) FL (81.89) TBC 3.1% 81.56 FL 1.7% 0.7% 81.97 TC 2.0% 2.0% 1.7% 2.0% 2.0% 4.8% 2.4% 2.3% 81.80 TC 81.45 FL 81.36 FL 81.59 FL 1.0% 81.54 FL 1.0% TC:82.10 (82.14) TC:82.00 (82.14) (1.4%) (82.09) 43.77 LF 12" HDPE @ 3.00% 66.67 LF 12" HDPE @ 3.00% PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES PROPOSED HANDICAP RAMP WITH TRUNCATED DOMES 4.5% SAWCUT LINE (TYP.) 81.27 FL 81.77 TBC PRESERVE AND PROTECT EX. TREE EXISTING 2-STORY BRICK BUILDING 81.96 TC 81.82 TC 81.93 TC 2.0% 2.0% No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C400 GRADING PLAN F. Wegert F. Wegert As Noted City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10.ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING THE STORM SEWER AT ALL TIMES OR BMP'S WILL BE REQUIRED PER CITY OF FORT COLLINS NOTES: SEE DETAIL A ON THIS SHEET SEE DETAIL A ON THIS SHEET RAIN GARDEN AND COURTYARD GRADING 1"=5' A 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) HP - HIGH POINT TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB GRD - ELEVATION AT EXTERIOR WALL OR DOOR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN UD LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER RD PROPOSED RAIN GARDEN/LID TREATMENT EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED BUILDING EXPANSION GRADING PLAN 1" = 10' GRADING FOR HANDICAP RAMPS IN SW CORNER 1"=5' B SEE DETAIL B ON THIS SHEET INSTALL 4" SANITARY SEWER SERVICE TO BUILDING'S SANITARY SEWER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. RECONNECT EXISTING SANITARY SEWER SERVICE TO BUILDING'S SANITARY SEWER SYSTEM AT INVERT ELEV 4974.97. SEE PLUMBING PLANS FOR CONTINUATION. RECONNECT EXISTING TELECOMMUNICATION & CABLE TV SERVICE TO BUILDING PER MEP & UTILITY'S COMPANY'S SPECIFICATIONS CONNECT ELECTRIC SERVICE TO EXISTING VAULT PER UTILITY'S COMPANY'S SPECIFICATIONS PRESERVE & PROTECT EXISTING UNDERGROUND ELECTRIC VAULT PROPOSED BOLLARD EXISTING SIDEWALK PRESERVE & PROTECT EXISTING TREE EXISTING RAMP & SIDEWALK YOKE BOX MANHOLE LID PROPOSED PHONE & CABLE PEDESTALS PROPOSED BOLLARD CTV PRESERVE & PROTECT EXISTING TREE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING 6" WATER MAIN EXISTING GAS MAIN EX. GAS SERVICE T 6.6' 47.80 LF OF 4" PVC SANITARY SEWER AT 2.0% 3.3' No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C301 UTILITY DETAILS F. Wegert F. Wegert 1"=5' LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 5 FEET 5 5 10 15 RD EXISTING TREES PROPOSED ROOF DRAIN DRY UTILITY NOTES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 4" SANITARY SEWER SERVICE 4" SS PROPOSED 1.5" DOMESTIC WATER SERVICE 1.5" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING OVERHEAD ELECTRIC OHE OHE PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED UNDERDRAIN UD UTILITY CONNECTIONS ON SOUTH SIDE OF BUILDING 1"=5' A PROPOSED CABLE TELEVISION CTV PROPOSED SANITARY SEWER CLEANOUT CO 1.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2.PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM EXISTING SERVICE LINE AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3.ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER, VAULT, AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING VAULT TO THE PROPOSED VAULT. THE COST OF THE PRIMARY LINE, TRANSFORMER, VAULT, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5.ELECTRIC TRANSFORMER VAULT SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND VAULT WITH APPROVED ARCHITECTURAL PLANS. 6.XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7.IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 {}" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 {}" AND 2" WATER SERVICES. 10.ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11.ALL PROPOSED STORM SEWER INFRASTRUCTURE, UNLESS SPECIFIED, SHALL BE PRIVATELY OWNED AND MAINTAINED. 12.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED NOTES: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-002 DATE: DECEMBER 2015 SS T ? G INSTALL GAS SERVICE MIN. 1' FROM EXISTING WATER SERVICE 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS G G G G G G G UD UD UD UD UD ELEC VAULT E E E 6" F 6" F 6" F 1.5" W 1.5" W W C T CO CO EXISTING TREE WELL (TYP.) PRESERVE & PROTECT EXISTING TREE (TYP.) PROPOSED HANDICAP RAMP (TYP.) REMMINGTON STREET (100' ROW) 20' WIDE ALLEY PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE EX. SIDEWALK EXISTING SIDEWALK EX. SIDEWALK EX. SIDEWALK AND RAMP EX. TYPE-R INLET RIM = 4981.16 FLOWLINE = 4980.40 INVERT IN = 4977.31 (NE) INVERT OUT = 4976.86 (N) EXISTING STORM SEWER MANHOLE SEALED SHUT EXISTING STORM INLET GRATE @ NORTH FL = 4981.71 INVERT OUT = 4975.14 (E) EX. STORM SEWER MANHOLE RIM = 4982.98 INVERT IN = 4977.28 (SE) INVERT IN = 4965.68 (S) INVERT IN = 4964.68 (W) INVERT OUT = 4964.63 (E) TIE INTO EXISTING SANITARY SEWER MANHOLE (CORE AND SEAL) RIM = 4980.75 PRPSD INV. IN = 4972.26 (4" PVC - W) EX. INVERT IN = 4971.93 (8" PVC - S) EX. INVERT OUT = 4971.83 (8" PVC - N) EX. 15" RCP STORM SEWER EX. 8" DIP STORM SEWER EX. EX. WATER SERVICE 3 4" WATER SERVICE EX. 6" WATER MAIN EX. 3 4" WATER SERVICE EX. 8" PVC SANITARY SEWER @ 0.95% EX. 30" RCP STORM SEWER EX. 84" STORM SEWER EX. 4" WATER MAIN TIE INTO EXISTING STORM SEWER MANHOLE (CORE AND SEAL) 2 2 CONNECT UNDERDRAIN TO BUILDING DRAINAGE SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION PROPOSED PRIVATE STORM SEWER (SEE SHEET C400) PROPOSED UNDERDRAIN 1 CONNECT TO EXISTING GAS MAIN PER UTILITY COMPANY'S STANDARDS & RECOMMENDATIONS CONNECT EXISTING WATER SERVICE TO BUILDING'S WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SAWCUT LINE (TYP.) EX. 6" WATER MAIN OAK STREET (100' ROW) 2 APPROXIMATE LOCATION OF EX. POWER POLE. PRESERVE AND PROTECT POWER POLE. APPROXIMATE LOCATION OF EXISTING TRANSFORMER (M) N00°18'49"E 99.99' (R) NORTH 100' (M) S00°20'34"W 99.97' (R) SOUTH 100' (M) N89°42'10"W 69.94' (R) WEST 70' (M) S89°41'11"E 69.99' (R) EAST 70' 142 REMINGTON ST. EXISTING 1-STORY BRICK BUILDING 148 REMINGTON ST. EXISTING 2-STORY BRICK BUILDING 210 E. OAK STREET EXISTING 1-STORY BRICK BUILDING CONTRACTOR TO MAINTAIN EXISTING WATER SERVICE. CONTRACTOR TO COORDINATE ANY DISRUPTION TO SERVICE WITH CITY OF FORT COLLINS AND OWNERS AND TENANTS AT 210 E. OAK STREET. 90° SANITARY SEWER BEND AT INVERT ELEV. 4974.01 87.51 LF OF 4" PVC SANITARY SEWER AT 2.0% RD No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C300 UTILITY PLAN F. Wegert F. Wegert 1" = 10' LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET RD EXISTING TREES PROPOSED ROOF DRAIN KEY NOTES: 1 INSTALL NEW GAS METER AND GAS SERVICE TO BUILDING PER MEP & UTILITY COMPANY'S SPECIFICATIONS. 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 {}" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 {}" AND 2" WATER SERVICES. 10.ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11.ALL PROPOSED STORM SEWER INFRASTRUCTURE, UNLESS SPECIFIED, SHALL BE PRIVATELY OWNED AND MAINTAINED. 12.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED DRY UTILITY NOTES 1.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2.PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM EXISTING SERVICE LINE AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3.ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER, VAULT, AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING VAULT TO THE PROPOSED VAULT. THE COST OF THE PRIMARY LINE, TRANSFORMER, VAULT, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5.ELECTRIC TRANSFORMER VAULT SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND VAULT WITH APPROVED ARCHITECTURAL PLANS. 6.XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7.IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. PROPOSED UNDERGROUND ELECTRIC E PROPOSED 4" SANITARY SEWER SERVICE 4" SS PROPOSED 1.5" DOMESTIC WATER SERVICE 1.5" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING OVERHEAD ELECTRIC OHE OHE PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED UNDERDRAIN UD NOTES: 2 INSTALL DRAIN BASIN WITH GRATE (SEE SHEET C400). SEE DETAIL A ON SHEET C301 PROPOSED CABLE TELEVISION CTV PROPOSED SANITARY SEWER CLEANOUT CO FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-002 DATE: DECEMBER 2015 EX. SIDEWALK EX. SIDEWALK 34.5' WIDE STANDARD DRIVEWAY (SEE DETAIL) PROPOSED BUILDING EXPANSION NORTHING: 130630.16 EASTING: 195290.61 (OUTSIDE FACE OF WALL) NORTHING: 130630.33 EASTING: 195259.13 (OUTSIDE FACE OF WALL) NORTHING: 130542.93 EASTING: 195295.18 (OUTSIDE FACE OF WALL) NORTHING: 130546.33 EASTING: 195258.75 (OUTSIDE FACE OF WALL) NORTHING: 130582.11 EASTING: 195295.38 (OUTSIDE FACE OF WALL) NORTHING: 130539.78 EASTING: 195295.16 (PROPERTY CORNER) NORTHING: 130540.14 EASTING: 195225.22 (PROPERTY CORNER) NORTHING: 130640.15 EASTING: 195225.48 (PROPERTY CORNER) NORTHING: 130639.74 EASTING: 195295.76 (PROPERTY CORNER) 3.2' 3.2' 6.4' 6.4' 5.1' 5.1' 9.6' 9.6' PLANTER AREA (RE: ARCHITECT) PLANTER AREA (RE: ARCHITECT) PLANTER AREA (RE: ARCHITECT) INSTALL PRIVATE CURB AGAINST EXISTING BUILDING (HEIGHT VARIES) INSTALL RETAINING WALL AGAINST EXISTING BUILDING (RE: STRUCTURAL ENGINEER) INSTALL TOP OF RETAINING WALL FLUSH WITH EXISTING SIDEWALK. PLANTER AREA (RE: ARCHITECT) (M) N00°18'49"E 99.99' (R) NORTH 100' (M) S00°20'34"W 99.97' (R) SOUTH 100' (M) N89°42'10"W 69.94' (R) WEST 70' (M) S89°41'11"E 69.99' (R) EAST 70' 142 REMINGTON ST. EXISTING 1-STORY BRICK BUILDING 148 REMINGTON ST. EXISTING 2-STORY BRICK BUILDING 210 E. OAK STREET EXISTING 1-STORY BRICK BUILDING TREE WELLS (RE: ARCHITECT) OAK STREET (100' ROW) 84' 36' INSTALL TOP OF RETAINING WALL FLUSH WITH PROPOSED CONCRETE. RD PROPOSED 7.0' WIDE SIDEWALK No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C200 HORIZONTAL CONTROL PLAN F. Wegert F. Wegert 1" = 10' LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER RD PROPOSED RAIN GARDEN/LID TREATMENT EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED BUILDING EXPANSION 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 8.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 9.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 10.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 11.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 15.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 16.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 17.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR FIELD SURVEY BY: NOTES: W W ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EX. ELEC VAULT OHT OHT OHT SS SS SS SS SS SS SS SS SS T CTV CTV CTV CTV RD RD RD RD RD RD REMMINGTON STREET (100' ROW) 142 REMINGTON ST. EXISTING 1-STORY BRICK BUILDING 148 REMINGTON ST. EXISTING 2-STORY BRICK BUILDING EX. 15" RCP STORM SEWER EX. 8" DIP STORM SEWER 20' WIDE ALLEY EX. WATER SERVICE EX. WATER SERVICE EX. 6" WATER MAIN EX. 3 4" WATER SERVICE EX. 8" PVC SANITARY SEWER @ 0.95% EX. 30" RCP STORM SEWER EX. 84" STORM SEWER EX. 6" WATER MAIN EX. 4" WATER MAIN 210 E. OAK STREET EXISTING 1-STORY BRICK BUILDING / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RD RD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING "30 MIN. PARKING" SIGN EXISTING "PARKING ENTRANCE" SIGN EX. TYPE-R INLET RIM = 4981.16 FLOWLINE = 4980.40 INVERT IN = 4977.31 (NE) INVERT OUT = 4976.86 (N) REMOVE EXISTING BIKE RACK REMOVE AC UNIT REMOVE BOLLARDS REMOVE ELECTRIC METER & BREAKER BOX REMOVE SANITARY SEWER CLEAN-OUT PER APPROVED ARCHITECTURAL DRAWINGS EXISTING STORM SEWER MANHOLE SEALED SHUT EXISTING STORM INLET GRATE @ NORTH FL = 4981.71 INVERT OUT = 4975.14 (E) EX. STORM SEWER MANHOLE RIM = 4982.98 INVERT IN = 4977.28 (SE) INVERT IN = 4965.68 (S) INVERT IN = 4964.68 (W) INVERT OUT = 4964.63 (E) EX. SANITARY SEWER MANHOLE RIM = 4980.75 INVERT IN = 4971.93 (S) INVERT OUT = 4971.83 (N) REMOVE ROOF DRAINS PER APPROVED ARCHITECTURAL PLANS REMOVE BOLLARDS REMOVE BOLLARDS REMOVE ROOF DRAINS PER APPROVED ARCHITECTURAL PLANS REMOVE ROOF DRAINS PER APPROVED ARCHITECTURAL PLANS REMOVE CONCRETE PAD REMOVE CONCRETE PAD REMOVE CONCRETE PAD REMOVE CONCRETE PAD REMOVE CONCRETE PAD PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN EXISTING TREE WELL (TYP.) PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN PRESERVE & PROTECT EX. "2 HOUR PARKING" SIGN PRESERVE & PROTECT EX. HANDICAP SIGN REMOVE & REPLACE EXISTING HANDICAP RAMPS REMOVE EXISTING PLUGGED ROOF DRAINS AND STORM SEWER IN SIDEWALK PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING TREE PRESERVE & PROTECT EXISTING UNDERGROUND ELECTRIC VAULT PRESERVE & PROTECT EXISTING TREE REMOVE ATTACHED BRICK WALL PER APPROVED ARCHITECTURAL PLANS REMOVE EXISTING POWER POLE PRESERVE & PROTECT EXISTING RAMP AND HANDRAIL 1 2 3 4 1 2 2 4 APPROXIMATE LOCATION OF EXISTING POWER POLE. PRESERVE AND PROTECT POWER POLE. REMOVE EX. STEEL POLE 5 1 OAK STREET (100' ROW) REMOVE & RESTORE EXISTING STOP SIGN WITH "REMINGTON STREET" AND "OAK STREET" SIGNS SAWCUT LINE (TYP.) SAWCUT AND REMOVE EXISTING HEADER CURB AND CONCRETE STEP REMOVE ROOF DRAINS PER APPROVED ARCHITECTURAL PLANS EXISTING DOOR THRESHOLD ELEV. = 4982.44 EXISTING DOOR THRESHOLD ELEV. = 4983.99 EXISTING DOOR THRESHOLD ELEV. = 4984.04 EXISTING DOOR THRESHOLD ELEV. = 4982.52 EXISTING DOOR THRESHOLD ELEV. = 4982.56 EX. DOOR THRESHOLD ELEV. = 4982.46 EXISTING DOOR THRESHOLD ELEV. = 4982.42 APPROXIMATE LOCATION OF EXISTING TRANSFORMER CONTRACTOR TO MAINTAIN EXISTING WATER SERVICE. CONTRACTOR TO COORDINATE ANY DISRUPTION TO SERVICE WITH CITY OF FORT COLLINS AND OWNERS AND TENANTS AT 210 E. OAK STREET. CONTRACTOR TO RE-CONNECT EXISTING WATER SERVICE PER APPROVED UTILITY AND PLUMBING PLANS CONTRACTOR SHALL NOT REMOVE SANITARY SEWER SERVICE FROM MAIN TO PROPERTY LINES. EXISTING DOOR THRESHOLD ELEV. = 4981.46 EXISTING DOOR THRESHOLD ELEV. = 4981.47 CONTRACTOR TO RE-CONNECT EXISTING SEWER SERVICE PER APPROVED UTILITY AND PLUMBING PLANS No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 5/25/2016 PROJECT: 998-002 Sheet Of 13 Sheets POUDRE GARAGE 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 5/25/2016 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C100 & DEMOLITION PLAN EXISTING CONDITIONS F. Wegert F. Wegert 1" = 10' LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-002 DATE: DECEMBER 2015 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER EXISTING STORM SEWER EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC EXISTING GAS G REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT EX. UNDERGROUND TELECOMMUNICATIONS T SAWCUT LINE ST EXISTING OVERHEAD ELECTRIC OHE OHE APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING KEY NOTES: 1 REMOVE GAS METER AND EXISTING GAS SERVICE TO BUILDING PER MEP AND UTILITY COMPANY'S SPECIFICATIONS. 2 REMOVE EXISTING TELECOMMUNICATIONS SERVICE AND OVERHEAD STEEL CONDUIT AND RECONNECT TELECOMMUNICATIONS SERVICE TO BUILDING PER MEP AND UTILITY COMPANY'S SPECIFICATIONS. 3 REMOVE AND RECONNECT CABLE TV SERVICE TO BUILDING PER MEP AND UTILITY COMPANY'S SPECIFICATIONS. 4 REMOVE OVERHEAD ELECTRICAL SERVICE FROM BUILDING TO EXISITNG POWER POLE LOCATED IN ALLEY PER UTILITY COMPANY'S SPECIFICATIONS. EX. OVERHEAD TELECOMMUNICATIONS OHT EXISTING UNDERGROUND CABLE CTV 5 REMOVE AND RECONNECT SANITARY SEWER SERVICE TO BUILDING PER MEP AND CITY'S SPECIFICATIONS. EXISTING ROOF DRAIN RD 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.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. 5.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 6.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 7.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR NOTES: REMOVE EXISTING UTILITY / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING STRUCTURE / / / / / / / / / / / / / / Know what'sbelow. Call before you dig. R 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be 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 Poudre Garage dated May 25, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS Basis of Bearings is the West line West Half of Lots 19, 20, 21, and 22, Block 131 as bearing N00°18'49" E (assumed bearing) as shown on the plat. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: - None GENERAL NOTES: 1. It should be noted that any erosion control plan serves only as a guideline to the Contractor. Staging and/or phasing of Best Management Practices (BMPS) is expected. Additional and/or different BMPS from those originally depicted may be necessary during construction due to changing site conditions or as required by local authorities. 2. The Erosion Control Plan is schematic in nature. As such, graphical symbols may not be to scale, nor are they necessarily shown in their exact location. 3. The Contractor shall be responsible for all permitting (city, state discharge permit, etc.) and compliance with governing authorities. It shall be the responsibility of the Contractor (or Permit Holder) to ensure erosion control measures are properly maintained and followed. 4. Erosion control practices, site protection, and revegetation methods shall follow city regulations. 5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and permanent site stabilization methods. 6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization. 7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized. 8. Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition (i.e., stake-driven wattles for bare soil, sand bags or gravel socks for pavement, etc.) 9. Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. Crimp mulching, hydro mulching, erosion mats, temporary irrigation, and additional wattles or silt fencing may be necessary to establish vegetative cover and stabilize the slope. 10. Additional wattles, silt fence, or other measures, may be necessary to insure that each building pad is stabilized throughout construction. At no time shall sediment be allowed to cross the public sidewalks. 11. Construction waste storage (dumpsters) and portable sanitation units (construction toilets) shall be located at least fifty (50) feet from any stormwater inlet, wetland, or drainage way. Said facilities must be set in a containment area that will not allow pollutants to directly flow, seep, run off, or be washed into a body of water, wetland or drainage way. Dumpsters shall be located on flat, stable ground, and construction toilets shall be staked down. 12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create blowing dust which, in the Inspector's opinion, is hazardous to the public health and welfare. 13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes. EROSION CONTROL NOTES: A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. STREET IMPROVEMENTS NOTES 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. STORM DRAINAGE NOTES 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Poudre Garage dated May 25, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. WATERLINE NOTE 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CONSTRUCTION NOTES: 1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes and the notes below are intended to amend the general notes for the project. 2. Where the General and Construction Notes refer to "Developer" substitute "Contractor". 3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins". 4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets. PROJECT SPECIFIC NOTES: COVER SHEET F. Wegert F. Wegert NTS City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UTILITY PLANS FOR POUDRE GARAGE WEST HALF OF LOTS 19, 20, 21 AND 22, BLOCK 131, CITY OF FORT COLLINS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO MAY 2016 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP 1"=2000' BUILDING ARCHITECT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS Basis of Bearings is the West line West Half of Lots 19, 20, 21, and 22, Block 131 as bearing N00°18'49" E (assumed bearing) as shown on the plat. Northern Engineering Services, Inc NE Project No. 998-002 Date: December 2015 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX OWNER C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN C301 UTILITY DETAILS C400 GRADING PLAN C500 DRAINAGE PLAN C600 - C602 CONSTRUCTION DETAILS GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Coy Althoff (970) 224-6150 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 WASTEWATER--City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 STORMWATER- City of Fort Collins Utilities----------- Heather McDowell (970) 224-6065 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER ** The underground utility locates are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. AU Workshop 405 Linden Street Fort Collins, Colorado 80524 (970) 430-5220 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN Poudre Garage, LLC 148 Remington Street Fort Collins, Colorado 80524 (970) 420-8937