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Home My WebLink AboutTHE GREEN SOLUTION - PDP/FDP - FDP150045 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOVER SHEET GREEN SOLUTION - FORT COLLINS FORT COLLINS, CO TGSFCCO01 12/15/15 MAM JAR DJM Plotted: 12/15/2015 5:35 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Cover Sheet.dwg Updated By: mmcguire A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 684.8 FEET NORTH OF THE SOUTHWEST CORNER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN; THENCE NORTH 75.00 FEET; THENCE EAST 230.00 FEET; THENCE SOUTH 75.00 FEET; THENCE WEST 230.00 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 40.00 FEET THEREOF HERETOFORE CONVEYED TO THE BOARD OF COUNTY COMMISSIONERS BY DEED RECORDED IN BOOK 599 AT PAGE 295; ALSO EXCEPT THAT PORTION CONVEYED BY DEED RECORDED OCTOBER 20, 2011 AT RECEPTION NO. 20110064350. GREEN SOLUTION - FORT COLLINS PROJECT DEVELOPMENT PLAN 810 N COLLEGE AVE FORT COLLINS, CO 80524 A PART OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS AND COUNTY OF LARIMER, STATE OF COLORADO VICINITY MAP LEGAL DESCRIPTION SITE SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING PLAN 5 UTILITY PLAN PROJ. MGR.: DRAWN BY: DATE: OF SHEET PROJ. ASSOC.: DATE REVISIONS DRAWN BY c 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED TM 1 12/15/15 1ST SUBMITTAL TO CITY JAR S PROPERTY LINE EASEMENT CENTERLINE SETBACK BUILDING EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED SPILL CURB AND GUTTER PROPOSED SIDEWALK SAWCUT PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CATCH BASIN NORTH COLLEGE AVENUE EXISTING FENCE TO BE REMOVED EXISTING OVERHEAD ELECTRIC TO REMAIN EXISTING PLANTER BOX TO BE DEMOLISHED EXISTING STRUCTURE TO BE DEMOLISHED EXISTING CONCRETE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING OVERHEAD ELECTRIC TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING BUILDING TO REMAIN BUILDING HEIGHT 15 FT. EXISTING BOWLING ALLEY EXISTING LIQUOR STORE EXISTING FIRE HYDRANT EXISTING CAR SALES APPROXIMATELY ~145' TO SOUTH LIMITS OF EXISTING BUILDING TO BE DEMOLISHED CAP SANITARY CONNECTION AT PROPERTY LINE EXISTING CONCRETE PAD TO BE REMOVED FLOOD ZONE AE BOUNDARY SAWCUT LINE APPROXIMATE LOCATION OF EXISTING SANITARY SERVICE TO BE REMOVED 0 SCALE: 1"=10' 5 10 20 EXISTING CONDITIONS GREEN SOLUTION - FORT COLLINS FORT COLLINS, CO TGSFCCO01 12/15/15 MAM JAR DJM Plotted: 12/15/2015 5:35 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Existing Conditions.dwg Updated By: mmcguire ~145' TO FIRE HYDRANT PROJ. MGR.: DRAWN BY: DATE: OF SHEET PROJ. ASSOC.: DATE REVISIONS DRAWN BY c 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED TM 1 12/15/15 1ST SUBMITTAL TO CITY JAR EXISTING BUILDING TBA: 2330 S.F. BUILDING HEIGHT: 15 FT. EXISTING BOWLING ALLEY EXISTING LIQUOR STORE NORTH COLLEGE AVENUE EXISTING CAR SALES APPROXIMATE LIMITS OF BUILDING EXPANSION TBA: 2470 S.F. BUILDING HEIGHT: 17 FT. 8.00' 8.00' 9.00' (TYP) цϮϴ͘ϬΖ цϵϰ͘ϱΖ 5.00' 5.00' 5.00' 5.00' 17.00' TRASH ENCLOSURE 5.00' 9+90 10+00 11+00 8.00' 23.00' 4 BICYCLE RACKS (1 TO BE ENCLOSED) MAIN INGRESS/EGRESS TO NORTH COLLEGE AVENUE 7.93' SIDEWALK 7.95' SIDEWALK 10.61' 40.13' EXISTING MONUMENT SIGN LANDSCAPE AREA CURB RAMP APN:9701300035 PROPOSED STEPS LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA SAWCUT LINE FLOOD ZONE AE BOUNDARY 0 SCALE: 1"=10' 5 10 20 SITE PLAN GREEN SOLUTION - FORT COLLINS FORT COLLINS, CO TGSFCCO01 12/15/15 JAR EXISTING BUILDING APN:9701300035 FFE = 4968.9' EXISTING BOWLING ALLEY EXISTING LIQUOR STORE NORTH COLLEGE AVENUE EXISTING CAR SALES APPROXIMATE LIMITS OF BUILDING EXPANSION FFE = 4968.9' 9+90 10+00 11+00 11+55 15.0' UTILITY EASEMENT 1.0% 1.0% 1.2% 1.0% 0.8% FLOOD ZONE AE BOUNDARY EX. 1.4% EX. 0.5% EX. 0.6% SAWCUT LINE 0 SCALE: 1"=10' 5 10 20 PROJ. MGR.: DRAWN BY: DATE: OF SHEET PROJ. ASSOC.: DATE REVISIONS DRAWN BY c 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED TM 1 12/15/15 1ST SUBMITTAL TO CITY JAR GRADING PLAN GREEN SOLUTION - FORT COLLINS FORT COLLINS, CO TGSFCCO01 12/15/15 MAM JAR DJM Plotted: 12/15/2015 5:35 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Grading Plan.dwg Updated By: mmcguire ~144' TO FIRE HYDRANT 9+90 10+00 11+00 11+55 EXISTING BUILDING APN:9701300035 EXISTING BOWLING ALLEY EXISTING LIQUOR STORE NORTH COLLEGE AVENUE EXISTING CAR SALES APPROXIMATE LIMITS OF BUILDING EXPANSION цϮϴ͘ϬΖ цϵϰ͘ϱΖ APPROXIMATE LOCATION OF EXISTING 10" SAN EX. 3/4" WATER EX. 10" VCP SAN EX. 8" WATER EX. OVERHEAD ELECTRIC EXISTING GAS EX. RCP STM EX. RCP STM CONNECT TO EXISTING INLET EXISTING MANHOLE APPROXIMATE LOCATION OF EXISTING STM LINE AND STRUCTURES 15.0' UTILITY EASEMENT PROPOSED SANITARY CONNECTION CAP SANITARY CONNECTION AT PROPERTY LINE 0 SCALE: 1"=10' 5 10 20 PROJ. MGR.: DRAWN BY: DATE: OF SHEET PROJ. ASSOC.: DATE REVISIONS DRAWN BY c 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED TM 1 12/15/15 1ST SUBMITTAL TO CITY JAR UTILITY PLAN GREEN SOLUTION - FORT COLLINS FORT COLLINS, CO TGSFCCO01 12/15/15 MAM JAR DJM Plotted: 12/15/2015 5:35 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plan.dwg Updated By: mmcguire ~144' TO FIRE HYDRANT DJM Plotted: 12/15/2015 5:35 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Site Plan.dwg Updated By: mmcguire PARKING STALL TABLE EXISTING PROPOSED TOTAL FLOOR AREA 2330 S.F. 4800 S.F. LOT SIZE 13310 S.F. 13310 S.F. ACREAGE 0.305 GROSS 0.305 GROSS RATIO 0.18 0.36 ZONING SERVICE COMMERCIAL DISTRICT SERVICE COMMERCIAL DISTRICT LAND USE MEDICAL MARIJUANA STORE RETAIL MARIJUANA STORE FLOODPLAIN ZONE AE ZONE AE PROPOSED COVERAGE SQUARE FOOTAGE PERCENTAGE TOTAL 13310 100.00 BUILDING 4800 36.06 DRIVEWAY/ PARKING 2370 17.81 PUBLIC R.O.W. 0 0.00 LANDSCAPE 4390 32.98 ACTIVE RECREATIONAL USE 0 0.00 PROJ. MGR.: DRAWN BY: DATE: OF SHEET PROJ. ASSOC.: DATE REVISIONS DRAWN BY c 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED TM 1 12/15/15 1ST SUBMITTAL TO CITY JAR PROPOSED DRAIN MANHOLE PROPOSED SANITARY SEWER EXISTING SANITARY SEWER EXISTING WATER MAIN EXISTING GAS LINE EXISTING ELECTRICAL EXISTING TELECOM EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED WATER PROPOSED SEWER CLEANOUT PROPOSED FDC EXISTING OVERHEAD ELECTRIC PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SIGN EXISTING SIGN PARKING COUNT SYMBOL ADJ ADJUST ARCH ARCHITECT BOP BOTTOM OF PIPE B/W BACK OF WALK BM BENCHMARK B/O BY OTHERS BW BOTTOM OF WALL CB CATCH BASIN CL CENTERLINE C.O.F. CITY OF FORT COLLINS CONC CONCRETE CY CUBIC YARD DIA DIAMETER DIP DUCTILE IRON PIPE E ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ESMT EASEMENT EX EXISTING FDC FIRE DEPARTMENT CONNECTION FG FINISHED GRADE FF FINISHED FLOOR FFE FINISH FLOOR ELEVATION FES FLARED END SECTION FL FLOW LINE/ FIRE LANE G GROUND G/F GRADE AT FOUNDATION G/S GARAGE SLAB GW GUY WIRE HP HIGH POINT HYD HYDRANT INL INLET INV INVERT LP LOW POINT ME MATCH EXISTING MAX MAXIMUM MH MANHOLE MIN MINIMUM PA PUBLIC ACCESS PL PROPERTY LINE PP POWER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE PIPE P PAVEMENT R RADIUS ROW RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE SAN SANITARY SEWER SF SQUARE FOOT SMH SANITARY MANHOLE ST STORM SEWER SW SIDEWALK SY SQUARE YARDS TB THRUST BLOCK TBR TO BE REMOVED T TELEPHONE TC TOP OF CURB TF TOP OF FOUNDATION TOP TOP OF PIPE TW TOP OF WALL TEMP TEMPORARY U UTILITY WM WATER MAIN WSE WATER SURFACE ELEVATION LEGEND ABBREVIATIONS 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS M TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS' ASSOCIATION. THE PROPERTY OWNERS' ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. 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. 13. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. NOTES: THE GROW SHOP, LLC PO BOX 1428 FORT COLLINS, CO 80522 CONTACT: JOE DICE MANHARD CONSULTING LTD 8008 EAST ARAPAHOE COURT SUITE 110 CENTENNIAL, CO 80112 CONTACT: DANIEL MADRUGA PE ENGINEER: OWNER/DEVELOPER: SICKBERT & ASSOCIATES 5375 PENNSYLVANIA AVENUE BOULDER, CO 80303 CONTACT: MIKE SICKBERT ARCHITECT: FLOOD PLAIN ENGINEER HIGH POINT ENGINEERING PO BOX 150894 LAKEWOOD, CO 802015 CONTACT: JOHN TOMPKINS LANDSCAPE ARCHITECT NATURE'S DESIGN ASSOCIATES, LLC 15674 INDIANA GULCH ROAD JAMESTOWN, CO 80455 CONTACT: BECKY MARTINEK APPLICANT/TENANT THE GREEN SOLUTION, LLC 700 17TH STREET, SUITE 2200 DENVER, CO 80202 CONTACT: KYLE SPEIDELL SOURCE BENCHMARKS: 1. CITY OF FORT COLLINS BM 1-CO 2" ALUMINUM CAP ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE AVENUE. ELEVATION = 4968.74 (NAVD 88) 2. CITY OF FORT COLLINS BENCHMARK 43-97 2" ALUMINUM CAP LOCATED ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE AND CONIFER STREET. ELEVATION = 4960.11 (NAVD 88) MEASURED ELEVATION = 4960.18 SITE BENCHMARKS: 1. CHISELED CROSS ON THE EAST SIDE OF THE CONCRETE BASE OF A LIGHT POLE LOCATED APPROXIMATELY 40 FEET EAST OF THE CENTER LINE OF NORTH COLLEGE AVENUE AND 805 FEET NORTH OF EAST VINE DRIVE. ELEVATION = 4969.30 2. NO. 4 REBAR 1 FOOT NORTH OF A CHAIN LINK FENCE CORNER LOCATED APPROXIMATELY 230 FEET EAST OF THE CENTER LINE OF NORTH COLLEGE AVENUE AND 760 FEET NORTH OF EAST VINE DRIVE. ELEVATION = 4966.63 BENCHMARKS