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Home My WebLink AboutTHE SLAB - PDP - PDP150016 - PLANS - UTILITY PLANSRESEARCH BLVD. ROLLAND MOORE DR. ST AVE DRAKE RD. JUNIPER LN W PITKIN ST SHEELY DR S WHITCOMB ST HOBBIT JOHNSON DR UNIVERSITY AVE SOUTH DR BAY RD W STUART ST W PITKIN ST SPRINGFIELD DR WESTWARD DR SHIRE CT WORTHINGTON BENNETT RD HEATHERIDGE RD S SHIELDS ST UNIVERSITY AVE EAST DR W LAKE ST PROSPECT RD. COLLEGE AVE. (U.S. 287) CENTRE AVE. CENTRE AVE. UNIVERSITY AVE W ELIZABETH ST C0.00 COVER SHEET C. Snowdon B. Ruch N.A. OCTOBER 2015 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 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 C0.01 GENERAL & CONSTRUCTION NOTES C. Snowdon B. Ruch N.A. Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 5028 5028 X X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC H Y D VAULT ELEC VAULT CABLE GAS W VAULT CABLE VAULT ELEC W CABLE H2O WW W C S W W S O X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC UP OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC UP UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD F UD UD UD UD UD UD UD UD UD UD UD UD UD UD W CO E E E E E E E E E E E E E E E E E G G UD UD UD CO CO CO CO CO CO E E E E CO W CO CO CO IR X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC H Y D VAULT CABLE V.P. X X C X X X X X UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT (23.38) (23.73) (23.53) PROPOSED SOFT PAN PROPOSED 2' SIDEWALK CHASE TIE TO EXISTING TIE TO EXISTING EXISTING 31" DRIVE-OVER CURB & GUTTER LOD LOD LOD LOD LOD MONITORING WELL DRY WELL X X X X X X VAULT CABLE VAULT CABLE X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE VAULT 5028 5028 X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE GAS VAULT CABLE VAULT ELEC X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G VAULT CABLE VAULT ELEC G G G G VAULT ELEC VAULT ELEC V.P. X X VAULT ELEC C VAULT ELEC X E E E E E E X X X X UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET on1 2' SIDEWALK CHASE MONITORING WELL DRY WELL 5028 5028 X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE GAS X X X X X X X X X X X X X OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E G G G G G VAULT ELEC VAULT ELEC VAULT ELEC W W W W W W W W W W W W W W W W W W W W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CO G G UD UD UD CO CO CO CO CO CO CO CO CO CO UP WEST PROSPECT ROAD (51' PUBLIC HALF ROW) OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC acres N1 0.59 0.165 0.74 acres N2 0.81 0.377 1.00 acres N3 0.73 0.444 0.92 acres S1 0.66 0.100 0.82 acres S2 0.74 0.211 0.92 acres S3 0.76 0.122 0.94 acres S4 0.48 0.051 0.59 acres OS1 0.74 0.313 0.93 acres OW1 0.34 0.370 0.43 acres ON1 0.60 0.248 0.75 n2 n1 n3 ow1 os1 s1 s2 s3 s4 2' SOFT PAN POND OUTLET STRUCTURE NORTH DETENTION POND 2' TRICKLE PAN CURB CUT 2' CROSS PAN MONITORING WELL WITH SOLID GRATE OVERFLOW BEYOND WATER QUALITY CAPTURE VOLUME PERFORATED UNDERDRAIN BIORETENTION SWALE CURB CUTS CURB CUTS CURB CUTS 2' CROSS PAN CURB CUT CURB CUT SOFT PAN SOFT PAN STORM FES COMBINATION PAVER SYSTEM INLETS PAVER SYSTEM MONITORING WELL MONITORING WELL SOUTH DETENTION POND POND OUTLET STRUCTURE CONCRETE CHASE SIDEWALK CHASE RIPRAP (TYPICAL) AREA INLET GRASS LINED SWALE 2' SOFT PAN STORM FES PAVER SYSTEM MONITORING WELL 2' TRICKLE PAN C7.00 DRAINAGE EXHIBIT C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 MATCHLINE - SEE BELOW NOTES: 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED INFLOW VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B1 0.69 1.79 0.86 f2 BASIN ACREAGE DESIGN POINT BASIN DELINEATION MINOR RUNOFF COEFFICIENT MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE FINAL DRAINAGE REPORT FOR OBSERVATORY PARK BY DMW CIVIL ENGINEERINGS, DATED AUGUST 27, 2007 FOR ADDITIONAL INFORMATION. APPROXIMATE LIMITS OF DEVELOPMENT LOD PROPOSED OUTFALL VERTICAL CURB & GUTTER PROPOSED BIO-SWALE BENCHMARK/BASIS OF BEARING {PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTRE AVE., ON A WATER VALVE PIT. ELEVATION=5010.65 CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION=5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'. BASIS OF BEARINGS BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 1 AS BEARING NORTH 89 22' 14" WEST (ASSUMED BEARING).} LEGEND: CABLE VAULT ELEC VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CO G G UD UD UD CO CO CO CO CO CO CO CO CO CO UP WEST PROSPECT ROAD (51' PUBLIC HALF ROW) OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CWA IP RP RS SF SF SF SF SF SF SF SF SF SF SF IP RP RW RP DETENTION RP POND AREA INLET PROPOSED PERMEABLE PAVERS PROPOSED SOFT PAN OUTLET STRUCTURE SUMP CONNECTION PROPOSED STORM DRAIN SOFT PAN CURB CUT CURB CUT CURB CUT CURB CUT CURB CUT PROPOSED STORM DRAIN SF SF SF SF SF 6" PERFORATED UNDER DRAIN 6" PERFORATED UNDER DRAIN BIORETENTION SWALE 6" PERFORATED UNDER DRAIN 6" PERFORATED UNDER DRAIN IP COMBINATION INLET VTC RW RW RW RS RS RW RW RW RW RW SF SF SF RS RS RS RS RS SF SF SF SF SF SF SF PROPOSED PERMEABLE PAVERS POND OUTLET RS RS IP IP SF SF SF SF SF SF 6" PERFORATED UNDER DRAIN PROPOSED PERMEABLE PAVERS IP SF SF SF SF ELEC V.P. X X VAULT ELEC C VAULT ELEC X E E E E E E X X X X UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET SF SF PROPOSED SOFT PAN RW RS TEMPORARY TYPE III BARRICADE RS SF SF IP PROPOSED DRY WELL C6.00 EROSION CONTROL PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 MATCHLINE - SEE BELOW 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: BENCHMARK/BASIS OF BEARING 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY SILT FENCE SF INLET PROTECTION IP ROCK WATTLE PROTECTION RW ROCK SOCK RS VEHICLE TRACKING PAD VTC SF CONCRETE WASHOUT AREA CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2.TOTAL DISTURBED AREA = 1.989 ACRES 3.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.REFER TO THE SEE SEPARATE TBD FOR ADDITIONAL INFORMATION. } GENERAL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter {PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTRE AVE., ON A WATER VALVE PIT. ELEVATION=5010.65 CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION=5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'. BASIS OF BEARINGS BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 1 AS BEARING NORTH 89 22' 14" WEST (ASSUMED BEARING).} LEGEND: CABLE VAULT CABLE 5028 5028 UP UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CO UD UD UD CO CO CO CO CO CO CO CO CO CO WEST PROSPECT ROAD (51' PUBLIC HALF ROW) OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' DRAINAGE AND UTILITY EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASEMENT EXISTING 8' DRAINAGE AND UTILITY EASEMENT \A1;EXISTING 8' DRAINAGE AND UTILITY EASEMENT FFE=30.17 (26.55) (27.42) 25.46 27.58 27.52 (27.50) 28.07 28.10 27.75 26.11 26.22 26.38 26.58 25.63 25.94 26.00 26.85 26.12 26.18 26.26 26.24 25.94 25.93 26.00 26.06 26.14 26.12 25.82 25.98 26.10 26.14 26.26 26.41 26.29 26.57 26.87 26.93 27.02 26.96 27.21 27.28 27.26 27.19 26.45 27.85 27.80 27.74 27.78 27.72 28.04 27.37 27.11 27.02 27.04 27.04 27.30 28.55 27.87 27.86 27.86 27.86 27.52 27.75 27.73 27.58 27.52 27.52 27.89 28.13 28.28 27.62 28.72 28.09 28.00 28.32 27.54 27.28 27.22 27.22 27.28 27.54 28.04 28.15 27.23 27.25 27.36 25.94 24.79 27.04 26.48 25.83 25.74 23.23 24.82 26.81 25.12 25.50 27.46 25.99 25.71 28.62 28.54 27.92 28.00 26.77 26.79 26.95 28.00 28.50 28.60 28.93 28.14 27.99 26.94 26.80 26.02 25.69 25.49 25.38 25.94 28.18 29.93 27.92 28.37 28.32 24.90 (27.55) (27.71) N:124076.60 E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 28.11 29.19 27.59 28.97 DETENTION POND DETENTION POND AREA INLET 6" PERFORATED UNDER DRAIN 6" PERFORATED UNDER DRAIN BIORETENTION SWALE COMBINATION INLET PROPOSED DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT PROPOSED PERMEABLE PAVERS PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED SOFT PAN MONITORING WELL MONITORING WELL OUTLET STRUCTURE INFLOW CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER INFLOW CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER SUMP CONNECTION CLEANOUT TRASH ENCLOSURE RAMP RAMP RAMP RAMP INFLOW CURB & GUTTER INFLOW CURB & GUTTER MONITORING WELL 2' BARRIER CURB 2' BARRIER CURB 2' BARRIER CURB 2' BARRIER CURB TIE TO EXISTING TIE TO EXISTING EXISTING 30" VERTICAL CURB & GUTTER PROPOSED STORM DRAIN 2' BARRIER CURB SOFT PAN CURB CUT 2' CONCRETE PAN CURB CUT CURB CUT CURB CUT CURB CUT 2' CONCRETE PAN 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN TOP OF WALL EL=5026.61 PROPOSED RETAINING WALL FENCE FENCE & LANDSCAPE WALL PROPOSED STORM DRAIN FENCE MONITORING WELL MONITORING WELL MONITORING WELL 6" PERFORATED UNDER DRAIN TOP OF WALL EL=5028.00 6" PERFORATED UNDER DRAIN LANDSCAPE WALL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD (27.33) (26.81) 27.85 27.15 27.08 26.86 26.97 27.52 27.65 27.64 27.54 27.31 27.43 27.10 27.11 28.10 27.57 27.42 (27.90) 25.68 25.67 25.57 25.23 25.33 28.39 28.29 28.14 28.47 6" PERFORATED UNDER DRAIN MONITORING WELL 27.13 27.05 26.26.24 44 25.23 25.02 28.83 28.23 28.33 28.78 28.53 28.40 28.05 28.05 28.31 28.56 28.61 28.89 28.80 24.69 24.38 23.67 23.33 (22.11) 22.40 22.68 (22.10) (23.40) 26.61 26.28 23.08 26.61 22.80 22.52 26.61 26.61 22.33 22.63 26.61 26.61 29.08 (25.48) (25.32) (26.44) (27.41) 27.85 27.86 27.54 28.45 2' CONCRETE PAN C4.00 GRADING PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R LEGEND: 5013 93 33.43 NOTES: 2.0%%% (47.45) 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.{ 4.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL LOD PROPOSED VERTICAL CURB & GUTTER EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT PROPOSED PAVERS SIDEWALK CHASE FIELD SURVEY BY: NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Northern Engineering Services, Inc NE Project No. 902-003 Date: March 26, 2014 MATCHLINE - SEE BELOW GAS VAULT CABLE VAULT ELEC W W S O X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G W W VAULT CABLE VAULT ELEC C S WV WV WV WV W W W W W G G G G CTV CTV CTV CTV CTV VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO SS SS SS S W W W W W W W W W EXISTING 8" DIP WATER APPROXIMATE LOCATION EXISTING CABLE EXISTING DRAINAGE EASEMENT EXISTING FH WEST PROSPECT ROAD (51' PUBLIC HALF ROW) PROPOSED 2" RESIDENTIAL METER VAULT EXISTING 6" DIP FIRE LINE EXISTING 4" WATER LINE APPROXIMATE LOCATION LIMITS OF ASPHALT REMOVAL AREA AREA OF ASPHALT & CONCRETE REMOVAL OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC 95.00 LF 6" DIP F.S. 37.71 LF 6" DIP F.S. 47.32 LF 2" W.S. 19.33 LF 2" W.S. 2" WATER SERVICE 6" DIP FIRE SERVICE EXMH A2 INV. IN=5021.59 (SW) INV. OUT=5021.39 (N) FG=5028.09 EX SANITARY SERVICE A4 INV. OUT=5024.15 (NE) FG=5030.07 EXCO A3 EXISTNG 64.14 LF 8" PVC @ 2.00% EXISTING CABLE VAULT (TO BE RELOCATED) EXISTING FIBER OPTIC EXISTING GAS LINE MARKER MONITORING WELL A1-3 INV.=5023.74 FG=5026.48 MONITORING WELL A1-6 INV.=5025.87 FG=5028.41 MONITORING WELL A1-5 INV.=5024.67 FG=5027.13 53.55 LF 8" PVC @ 0.50% 39.35 LF 6" PERF. PVC @ 0.50% 59.59 LF 6" PERF. PVC @ 2.00% FES N FG=5024.99 POND OUTLET N1 FG=5024.85 7.99 LF 12" RCP @ 0.50% FES A6 FG=5025.46 INLET A2 INV.=5022.90 FG=5025.00 INLET A4 INV.=5025.13 FG=5028.17 INLET A5 INV.=5025.35 FG=5027.60 SUMP CONNECTION A1-1.1 INV.=5024.20 FG=5030.13 PIPE END A FG=5022.63 BASIN A1-1 INV.=5023.24 FG=5029.28 54.87 LF 12" RCP @ 0.45% 164.25 LF 12" RCP @ 1.15% 23.04 LF 12" RCP @ 0.95% 13.75 LF 12" RCP @ 0.80% 10.29 LF 12" RCP @ 0.45% 76.74 LF 8" PVC @ 0.50% 9.16 LF 6" PVC @ 10.00% PROPOSED PERMEABLE PAVERS PROPOSED BIORETENTION SWALE PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT 20.00 LF 6" PVC @ 2.00% EXSTING SANITARY SERVICE A1 INV. OUT=5021.21 (W) FG=5025.36 DETENTION POND PROPOSED TRANSFORMER PROPOSED ELEC. SERVICE PROPOSED ELEC. METER PROPOSED GAS METER PROPOSED GAS SERVICE PROPOSED SOFT PAN N:124076.60 E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 DETENTION POND PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT EXISTNG 64.14 LF 8" PVC @ 2.00% EXISTNG 53.31 LF 8" PVC @ 1.50% EXISTNG 318.04 LF 8" PVC @ 1.50% PROPOSED SOFT PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED CURB CUT PROPOSED CURB CUT MONITORING WELL A1-4.2 INV.=5024.57 FG=5026.85 108.00 LF 6" PERF. PVC @ 0.50% MONITORING WELL A1-4.1 INV.=5024.03 FG=5026.32 19.50 LF 6" PVC @ 0.50% MONITORING WELL A1-4 INV.=5023.94 FG=5026.36 147.49 LF 6" PERF. PVC @ 0.50% 3.59 LF 6" PERF. PVC @ 0.50% MONITORING WELL A5-1 INV.=5025.37 FG=5027.72 70.79 LF 6" PERF. PVC @ 0.50% MONITORING WELL A5-2 INV.=5025.72 FG=5028.42 PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN 24' PROPOSED EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' DRAINAGE AND UTILITY EASEMENT PROPOSED 15' UTILITY AND DRAINAGE EASEMENT PROPOSED 8' DRAINAGE AND UTILITY EASEMENT PROPOSED SOFT PAN PROPOSED UTILITY EASEMENT PROPOSED ACCESS EASEMENT AREA OF ASPHALT & CONCRETE REMOVAL 30' PROPOSED EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT MONITORING WELL B2 INV.=5023.22 FG=5027.25 314.88 LF 6" PERF. PVC @ 0.60% 8"x12" TEE A1 INV.=5022.85 FG=5025.69 POND OUTLET S1 FG=5022.34 PIPE END S FG=5024.79 6.54 LF 12" RCP @ 0.50% CLEANOUT A3 INV.=5024.79 FG=5028.88 36.66 LF 12" RCP @ 0.95% PROPOSED 2' CONCRETE PAN CLEANOUT A1-2 INV.=5023.50 FG=5028.17 47.13 LF 8" PVC @ 0.50% 34.47 LF 2" W.S. EXISTING 3 4" IRRIGATION TAP AREA OF ASPHALT & CONCRETE REMOVAL UD E E E E CO ELEC V.P. X X S VAULT ELEC C VAULT ELEC X CTV E E E E E E CTV CTV CTV CTV CTV CTV X X X X SS SS SS SS SS S EXISTING ELECTRIC VAULT OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXMH A (DROP MH) INV. IN=5015.82 (S) INV. IN=5012.41 (W) INV. OUT=5012.41 (E) FG=5023.77 EXISTING ELECTRIC VAULT EXISTING CABLE VAULT PROPOSED ELEC. SERVICE PROPOSED 2' SIDEWALK CHASE EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT 8.00 LF 8" PVC @ 1.00% DRY WELL B INV.=5021.25 FG=5023.40 MONITORING WELL B1 INV.=5021.33 FG=5023.81 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. { 9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. } {10.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.} 11.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.{ } 12.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 13.CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 14.CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT H Y D PROPOSED FENCE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH PROPOSED UNDERDRAIN UD NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 C3.00 UTILITY PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R PROPOSED LIGHTING OWNER: RIDGE GATE PARTNERS, LLC EXISTING CONCRETE SLAB FOUNDATION 24' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING ASPHALT PARKING LOT PROPOSED 5' DRAINAGE AND UTILITY EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED 8' DRAINAGE AND UTILITY EASEMENT WEST PROSPECT ROAD (51' PUBLIC HALF ROW) EXISTING 30" VERTICAL CURB & GUTTER TIE TO EXISTING N:123814.98 E:190820.29 TIE TO EXISTING N:123814.15 E:190892.13 TIE TO EXISTING N:123814.42 E:191221.98 8 COMPACT SPACES 15' @ 8' EACH PROPOSED 1' CURB CUT PROPOSED 1' CURB CUT PROPOSED 1' CURB CUT 15' 17' 6 SPACES @ 17' EACH 15' 17' 14 SPACES @ 9' EACH PARKING STRIPE (TYP.) 9 SPACES @ 9' EACH 4 SPACES @ 9' EACH "HANDICAP PARKING" SIGN 5' 17' 8.5' 17' 9 COMPACT SPACES @ 8' EACH 9 COMPACT SPACES @ 8' EACH 10 COMPACT SPACES @ 8' EACH 17' 14 SPACES @ 9' EACH EXISTING DRAINAGE EASEMENT PROPOSED 10' SIDEWALK PROPOSED 10' SIDEWALK 16' EOP-EOP PROPOSED SOFT PAN 16' - PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER TRASH ENCLOSURE 24' - PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED PICNIC AREA PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL EXISTING 6' SIDEWALK R20' EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING 4' SIDEWALK 24' 24' 24' - PROPOSED 2' BARRIER CURB 28' PERMEABLE PAVERS 22' PERMEABLE PAVERS PROPOSED RAMP PROPOSED RAMP PROPOSED RAMP PROPOSED RAMP N:123841.14 E:190823.07 N:124079.38 E:190825.58 N:123838.26 E:191085.46 N:124076.60 E:191088.12 12' - 12' - PROPOSED 2' BARRIER CURB PROPOSED LANDSCAPE WALL PROPOSED RETAINING WALL PROPOSED 2' BARRIER CURB PROPOSED SOFT PAN PROPOSED 1' CURB CUT PROPOSED 1' CURB CUT PROPOSED 2' CURB CUT PROPOSED 2' CURB CUT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CURB CUT PROPOSED FENCE PROPOSED FENCE & LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED FENCE R25' PROPOSED "NO ENTRY" SIGN PROPOSED 31" DRIVE-OVER CURB & GUTTER 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED PUBLIC ACCESS EASEMENT 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 2' SIDEWALK CONCRETE CHASE PROPOSED UTILITY EASEMENT PROPOSED 2' BARRIER CURB 12' PERMEABLE PAVERS PROPOSED 6' SIDEWALK PAVEMENT REMOVAL AREA PAVEMENT REMOVAL AREA PAVEMENT REMOVAL AREA ELEC V.P. X X VAULT ELEC VAULT ELEC X E E E E E E X X X X OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 31" DRIVE-OVER CURB & GUTTER WEST LAKE STREET N:124341.27 E:191117.09 16' EOP-EOP PROPOSED SOFT PAN PROPOSED 2' SIDEWALK CHASE PROPOSED "NO OUTLET" SIGN PROPOSED "NO MOTORIZED VEHICLES" SIGN 12' PERMEABLE PAVERS NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY C2.00 PAVING PLAN HORIZONTAL CONTROL & C. Snowdon B. Ruch 1"=20' EXISTING FENCE X PERMEABLE PAVERS PUBLIC CONCRETE PAVING PROPOSED FENCE NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 4.REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. {5.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. }6.BASE BID PAVERS SHALL BE FILTRAPAVE BY BORGERT PRODUCTS IN THE 'AUTUMN BLEND'. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8.REFER TO LANDSCAPE, STRUCTURAL, AND ARCHITECTURAL PLANS FOR STEPS, CHEEK WALLS, SEAT WALLS, RAILINGS, FENCE, ETC. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE PRIVATE CONCRETE PAVING Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R PUBLIC ASPHALT PATCH X X X X X X X X OHE OHE OHE OHE OHE OHE TRAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G W W VAULT CABLE VAULT ELEC C S WV WV WV WV W W W W W G G G G CTV CTV CTV CTV CTV CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV W W SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO SS SS SS S W W W W W W W W W W EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT TO BE VACATED EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' DRAINAGE AND UTILITY EASEMENT TO BE VACATED EXISTING 15' UTILITY AND DRAINAGE EASEMENT TO BE VACATED EXISTING 10' PUBLIC ACCESS EASEMENT TO BE VACATED 1 1/2 STORY STUCCO HOUSE 1 STORY STUCCO GARAGE 1 STORY STUCCO GARAGE EXISTING 8' DRAINAGE AND UTILITY EASEMENT TO BE VACATED OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC WEST PROSPECT ROAD (51' PUBLIC HALF ROW) EXISTING 6' CITY OF FORT COLLINS EASEMENT TO BE VACATED BY CITY N:124076.60 E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE TO BE REMAIN EXISTING TREE TO BE REMOVED (TYP.) EXISTING GRAVEL DRIVE TO BE REMOVED EXISTING CONCRETE SLAB FOUNDATION EXISTING ASPHALT PARKING LOT EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING 8" DIP WATER APPROXIMATE LOCATION EXISTING FIBER OPTIC EXISTING CABLE EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING DRAINAGE EASEMENT TO BE VACATED EXISTING CONCRETE LANDSCAPE WALL TO BE REMOVED EXISTING 3"x3" WOOD POST TO BE REMOVED EXISTING GAS EXISTING 2" VERT. PVC TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) EXISTING SHED TO BE REMOVED IF NEEDED EXISTING SHED EXISTING SMALL TREES AND SHRUBS TO BE REMOVED EXISTING DRAINAGE EASEMENT TO BE VACATED EXISTING GRAVEL DRIVE ± 32 LF EXISTING VINYL FENCE TO BE REMOVED EXISTING 4' SIDEWALK TO BE REMOVED EXISTING FH EXISTING ELECTRIC VAULT TO BE RELOCATED EXISTING 30" VERTICAL CURB & GUTTER EXISTING 3" RESIDENTIAL METER VAULT AND SERVICE TO BE REMOVED EXISTING 3/4" CURB STOP, METER PIT, AND SERVICE TO BE REMOVED AND ABANDONED AT MAIN EXISTING 6" DIP FIRE LINE EXISTING 8" DIP WATER LINE APPROXIMATE LOCATION LIMITS OF ASPHALT REMOVAL AREA AREA OF ASPHALT & CONCRETE REMOVAL EXISTING CONCRETE LANDSCAPE WALL LIMITS OF CONCRETE REMOVAL AREA EXISTING 8" SANITARY SEWER EXISTING 6" SANITARY SEWER SERVICE TO BE VARIFIED EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING TREE TO BE REMOVED (TYP.) ± 10 LF EXISTING TIMBER WALL TO BE REMOVED EXISTING RETAINING WALL TO BE REMOVED EXISTING WATER METER TO BE ABANDONED AT MAIN PAVEMENT REMOVAL AREA EXISTING BUILDING LIMITS OF ASPHALT REMOVAL AREA LIMITS OF PAVEMENT REMOVAL AREA / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 3/4" CURB STOPS, METER PIT TO BE REMOVED EXISTING 3/4" SERVICE TO BE REMOVED LIMITS OF ASPHALT REMOVAL AREA EXISTING 8" WATER LINE EXISTING 4" WATER LINE ELEC V.P. X X X S VAULT ELEC C VAULT ELEC X CTV E E E E E E CTV CTV CTV CTV CTV CTV X X X X SS SS SS SS SS S EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXISTING SMALL TREES AND SHRUBS TO BE REMOVED EXISTING VINYL FENCE ±28 LF EXISTING VINYL FENCE TO BE REMOVED EXISTING ELECTRIC VAULT EXISTING SANITARY SEWER MANHOLE EXISTING 31" DRIVE-OVER CURB & GUTTER EXISTING 4' SIDEWALK EXISTING 8" SANITARY SEWER PAVEMENT REMOVAL AREA No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 C1.00 DEMOLITION PLAN EXISTING CONDTIONS & C. Snowdon B, Ruch 1"=10' EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 6.REFER TO LANDSCAPE PLANS BY {RUSSELL+MILLS STUDIOS} FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.} EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) Northern Engineering Services, Inc NE Project No. 902-003 Date: March 26, 2014 EXISTING ELEC/TV E/TV W {1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. }{ 8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.} TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 NORTH APPROXIMATE SAWCUT LINE ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R 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 A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing 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 Observatory Park by DMW Civil Engineerings, dated August 27, 2007 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 City of Fort Collins benchmark 28-92 Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit. Elevation=5010.65 City of Fort Collins benchmark 29-92 Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the west bridge parapet wall. Elevation=5025.67 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings Basis of Bearings is the South line of Lot 1 as bearing North 89° 22' 14" West (assumed bearing). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Observatory Park by DMW Civil Engineerings, dated August 27, 2007 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. 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 NORTH 1"=2000' SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 City of Fort Collins benchmark 28-92 Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit. Elevation=5010.65 City of Fort Collins benchmark 29-92 Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the west bridge parapet wall. Elevation=5025.67 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings Basis of Bearings is the South line of Lot 1 as bearing North 89° 22' 14" West (assumed bearing) . Northern Engineering Services, Inc NE Project No. 902-003 Date: March 26, 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET GRADING PLAN UTILITY PLAN C4.00 C3.00 GENERAL & CONSTRUCTION NOTES C0.00 C0.01 EXISTING CONDITIONS & DEMOLITION PLAN C1.00 PRELIMINARY UTILITY PLANS FOR BEING A REPLAT OF LOTS 1 AND 2, OBSERVATORY PARK SUBDIVISION, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO THE SLAB PROPERTY Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R 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 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 HORIZONTAL CONTROL & PAVING PLAN C2.00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 10.7.15 PROJECT: 1033-002 Sheet Of 8 Sheets THE SLAB PROPERTY 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 10.7.15 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 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 Maxiiimo Development Group 706 S. College Ave., Suite 201 Fort Collins, CO 80524 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Russell+Mills Studios 141 South College Ave., Suite 104 Fort Collins, CO 80524 (970) 484-8855 russell mills studios + C6.00 EROSION CONTROL PLAN C7.00 DRAINAGE EXHIBIT