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HomeMy WebLinkAboutWATERGLEN SOLAR ARRAY - PDP190010 - DOCUMENT MARKUPS - ROUND 3 - SITE PLANEEE SSSSTTT E ST T IIILLLLD ILD DDD SSSSTTTT ST EEE EMMMM A A AANNNN EM SSSSTTTT A N ST BBBBAAAARRR RNN N NSSSSTTTTOO OORRRRMMMM EEEERRRR SSS S TT BARNSTORMER S TT T RRRR OOO O AAAA RRRR III I N NN N GGGG C C CC RRRR EEE E E EEEK K KK DDD DR R R R R O A R I N G C R EEK D R CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SITE PLAN NOTES: 1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2. 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. 3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 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. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7. 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. 8. 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. 9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 11.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE 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. 12.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 THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 13.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 14.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 15.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 16.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. 17.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. 18.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. STREET TREE NOTES: 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION ELGIN COURT LARIMER AND WELD CANAL LARIMER AND WELD CANAL GREENFIELDS DRIVE CAMPFIRE DRIVE CELTIC LANE RABIT BRUSH PARK 100 YEAR FLOODWAY 100 YEAR FLOODPLAIN CANAL ACCESS ROAD END OF CONCRETE WALL T.O.W. =4979.05' END OF CONCRETE WALL T.O.W. =4978.98' BOXELDER SANITATION 20' SANITARY SEWER EASEMENT EXISTING 20' UTILITY ESAEMENT EX PUMP HOUSE EX IRRIGATION STRUCTURE 100' EASEMENT LARIMER AND WELD CANAL 100' EASEMENT LARIMER AND WELD CANAL 84' ROW 15' UTILITY EASEMENT BFE=4975.49' SECTION 10742 BFE=4979.54' SECTION 11023 NORTH LINE OF SOUTHEAST 1 4 OF SECTION 4, T7N, R68W 75' CHEYENNE-POUDRE TRANSMISSION LINE EASEMENT BFE=4975.45' SECTION 10454 FO FO FO FO FO FO FO FO FO FO X X X X X X X W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X ELGIN COURT LARIMER AND WELD CANAL LARIMER AND WELD CANAL GREENFIELDS DRIVE CAMPFIRE DRIVE CELTIC LANE RABIT BRUSH PARK R30' R30' MIN. (TYPICAL) 68' TURN AROUND CANAL ACCESS ROAD BFE=4975.49' SECTION 10742 BFE=4979.54' SECTION 11023 BFE=4975.45' SECTION 10454 FO FO FO FO FO FO FO FO FO FO X X X X X X X W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X ELGIN COURT LARIMER AND WELD CANAL LARIMER AND WELD CANAL GREENFIELDS DRIVE CAMPFIRE DRIVE CELTIC LANE RABIT BRUSH PARK 100 YEAR FLOODWAY 100 YEAR FLOODPLAIN NORTH LINE OF SOUTHEAST 1 4 OF SECTION 4, T7N, R68W CANAL ACCESS ROAD END OF CONCRETE WALL T.O.W. =4979.05' END OF CONCRETE WALL T.O.W. =4978.98' SILT FENCE 923 LF EX PUMP HOUSE EX IRRIGATION STRUCTURE INVERTER AC COMBINER PANEL & DISCONNECT 4'X4' SQUARE CONCRETE PAD AT 6" THICKNESS TOP OF CONCRETE ELEVATION 78.1' BFE=4975.49' SECTION 10742 BFE=4979.54' SECTION 11023 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 6 of 7 EROSION CONTROL DETAILS SEDIMENT AND VTC 001 CONCRETE WASHOUT AREA 003 VEHICLE TRACKING PAD 004 CONSTRUCTION FENCE w/ ROCK SOCKS CWA SF POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. E E E E E E E E X X X X X X X X X X X X X ELGIN COURT LARIMER AND WELD CANAL LARIMER AND WELD CANAL GREENFIELDS DRIVE CAMPFIRE DRIVE CELTIC LANE CANAL ACCESS ROAD FO FO FO FO FO FO FO FO FO FO X X X X X X X W W W W W W W W W W W W W W X X X X X X FO FO FO FO FO FO FO FO W W W W W W W W W W W W X X X X X X X X X X X X X X X ST 6" 3" 6" 6" 24" 24HX48W" RCP I.E.= 4979.01 D RIM=4982.61 I.E.()(0" xxx)=4982.6 1854 VOID 4979.51 1858 INV 4979.27 E W W W W W W W W W E E E E E E E E E E E E E E W W W W W W W W W W W W 5044 INV 4979.92 5201 WATER ELEV 4973.59 3" 6" 6" 6" 6" 5603 INV 4980.28 5604 INV 4980.09 W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W E E E E E E E G G G G G G G W W X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S RIM=4974.36 I.E.()(4" PVC)=4964.7 I.E.()(8" PVC)=4964.6 I.E.()(4" PVC)=4964.7 I.E.()(4" PVC)=4964.7 W W 6" 9" 2 12" 9" 9" 17 16 22 E W 5392 WATER ELEV 4973.66 S RIM=4977.84 I.E.()(0" PVC)=4965.6 I.E.()(0" PVC)=4965.7 3 4 5 6 5817 7 VOID 4977.38 8 9 10 11 12 13 14 15 5837 VOID 4977.72 18 5847 BOX COR 4979.35 5848 BOX COR 4979.5849 32 BOX COR 4979.12 5850 BOX COR 4979.23 S RIM=4973.33 I.E.()(16" PVC)=4963.4 I.E.()(18" PVC)=4963.5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 1 19 20 21 E E E E E E E E E E E E E E E E Water Budget Chart Low Hydrozone 3 gallons/sqft/season Very Low Hydrozone 0 gallons/sqft/season SPECIES LIST SYMBOL SPECIES QUANTITY SIZE METHOD OF TRANSPLANT SPECIES PERCENTAGE Helianthus Annuus - Sunflower 10 Packs 12 Seeds/Pack Seeding 100% Achilea Millefolium - Yarrow 7 Fully Grown 1 Gallon Seeding & Plug Transplant 100% Linum Lewisii - Blue Flax 6 Fully Grown 1 Gallon Seeding & Plug Transplant 100% Artemesia tridentata - Big Sage Brush 10 Fully Grown 1 Gallon Plug Transplant 100% Chrysothamnus nauseosus - Rabbit Brush 8 Fully Grown 2 Gallon Seeding & Plug Transplant 100% Native Turf Grass Mix 63 LBS 1LB/1000 Sqft Seeding 33% blue grama, 33% little barley, 33% buffalograss "NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY." FO FO FO FO FO FO FO FO FO FO X X X X X X X W W W W W W W W W W W W W W X X X X X X FO FO FO FO FO FO FO FO W W W W W W W W W W W W X X X X X X X X X X X X X X X ST 6" 3" 6" 6" 24" 24HX48W" RCP I.E.= 4979.01 D RIM=4982.61 I.E.()(0" xxx)=4982.6 1854 VOID 4979.51 1858 INV 4979.27 E W W W W W W W W W E E E E E E E E E E E E E E W W W W W W W W W W W W 5044 INV 4979.92 5201 WATER ELEV 4973.59 3" 6" 6" 6" 6" 5603 INV 4980.28 5604 INV 4980.09 W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W E E E E E E E G G G G G G G W W X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S RIM=4974.36 I.E.()(4" PVC)=4964.7 I.E.()(8" PVC)=4964.6 I.E.()(4" PVC)=4964.7 I.E.()(4" PVC)=4964.7 W W 6" 9" 2 12" 9" 9" 17 16 22 E W 5392 WATER ELEV 4973.66 S RIM=4977.84 I.E.()(0" PVC)=4965.6 I.E.()(0" PVC)=4965.7 3 4 5 6 5817 7 VOID 4977.38 8 9 10 11 12 13 14 15 5837 VOID 4977.72 18 5847 BOX COR 4979.35 5848 BOX COR 4979.5849 32 BOX COR 4979.12 5850 BOX COR 4979.23 S RIM=4973.33 I.E.()(16" PVC)=4963.4 I.E.()(18" PVC)=4963.5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 1 19 20 21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 7 of 7 LANDSCAPE PLAN Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. 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. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF ACCESS ROAD CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY A ENGINEER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO BUILDING PERMIT AND AN AS-BUILT SURVEY IS REQUIRED PRIOR TO THE PROJECT COMPLETION TO DOCUMENT THE REQUIRED FLOOD ELEVATION PROTECTION IS SATISFIED 8. THERE IS TO BE NO GRADING, STORAGE OF MATERIALS OR CONSTRUCTION ACTIVITY IN THE FLOODWAY. THIS AREA WILL BE STAKED AND FENCED PRIOR TO CONSTRUCTION. 9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR 4" MIN. 4" MIN. 1 1 2" x 1 1 2" WOODEN FENCE POSTS SF Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com 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 BFE=4975.45' SECTION 10454 PRIMARY ENTRANCE SOUTHWEST ACCESS LOCATION FOR CONSTRUCTION, MAINTENANCE AND EMERGENCY AGGREGATE BASE COURSE FOR ACCESS ROAD CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE FOR EMEGANCY ACCESS ROAD FO FO FO FO FO FO FO FO FO FO X X X X X X X W W W W W W W W W W W W W W X X X X X X FO FO FO FO FO FO FO FO W W W W W W W W W W W W X X X X X X X X X X X X X X X ST 6" 3" 6" 6" 24" 24HX48W" RCP I.E.= 4979.01 D RIM=4982.61 I.E.()(0" xxx)=4982.6 1854 VOID 4979.51 1858 INV 4979.27 E W W W W W W W W W E E E E E E E E E E E E E E W W W W W W W W W W W W 5044 INV 4979.92 5201 WATER ELEV 4973.59 3" 6" 6" 6" 6" 5603 INV 4980.28 5604 INV 4980.09 W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W E E E E E E E G G G G G G G W W X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S RIM=4974.36 I.E.()(4" PVC)=4964.7 I.E.()(8" PVC)=4964.6 I.E.()(4" PVC)=4964.7 I.E.()(4" PVC)=4964.7 W W 6" 9" 2 12" 9" 9" 17 16 22 E W 5392 WATER ELEV 4973.66 S RIM=4977.84 I.E.()(0" PVC)=4965.6 I.E.()(0" PVC)=4965.7 3 4 5 6 5817 7 VOID 4977.38 8 9 10 11 12 13 14 15 5837 VOID 4977.72 18 5847 BOX COR 4979.35 5848 BOX COR 4979.5849 32 BOX COR 4979.12 5850 BOX COR 4979.23 S RIM=4973.33 I.E.()(16" PVC)=4963.4 I.E.()(18" PVC)=4963.5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 1 19 20 21 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE 316 LF 20' ACCESS & UTILITY EASEMENT 20' ACCESS 20' ACCESS 75' CHEYENNE-POUDRE TRANSMISSION LINE EASEMENT BOXELDER SANITATION 20' SANITARY SEWER EASEMENT EXISTING 20' UTILITY ESAEMENT 100' EASEMENT LARIMER AND WELD CANAL 100' EASEMENT LARIMER AND WELD CANAL ROW UTILITY EASEMENT (73.3) (75.1) (72.5) (79.5) (79.08) (75.9) (77.6) (77.97) (78.86) (77.3) (75.8) (73.6) (76.6) (73.2) (74.0) (72.8) (77.2) (76.5) (72.7) (77.6) (73.0) -3.14% -2.70% -2.50% -1.96% -1.22% -2.45% -2.41% -1.48% -2.58% -1.47% -1.36% -3.74% -1.65% -1.65% -2.91% -2.52% -2.81% -2.99% -3.74% ??? -3.76% -1.57% -1.85% -3.51% 80.9 80.5 80.1 79.4 78.8 76.5 76.5 76.5 76.5 76.6 -3.69% -2.73% (78.4) 80.9 (76.6) 80.9 (73.7) 76.7 (74.9) 77.9 -2.44% -0.76% -1.19% -2.81% -0.69% -0.86% CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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. SPOTS ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF CONCRETE ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS OF 4977.50' AND 24" ABOVE THE REQUIRED PROTECTION FROM THE 100-YEAR STORM. 5. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 6. REFER TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS FOR GRADING EROSION SEDIMENT CONTROL STANDARD NOTES AND DETAILS. SF SF NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 76.5 (73.4) 2.0% 5 of 7 EROSION CONTROL DETAILS SEDIMENT AND Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com W W W X X X X X X FO FO FO FO FO FO FO FO W W W W W W W W W W W W X X X X X X X X X X X X X X X ST 6" 3" 6" 6" 24" 24HX48W" RCP I.E.= 4979.01 D RIM=4982.61 I.E.()(0" xxx)=4982.6 1854 VOID 4979.51 1858 INV 4979.27 E W W W W W W W W W E E E E E E E E E E E E E E W W W W W W W W W W W W 5044 INV 4979.92 5201 WATER ELEV 4973.59 3" 6" 6" 6" 6" 5603 INV 4980.28 5604 INV 4980.09 W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W E E E E E E E G G G G G G G W W X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S RIM=4974.36 I.E.()(4" PVC)=4964.7 I.E.()(8" PVC)=4964.6 I.E.()(4" PVC)=4964.7 I.E.()(4" PVC)=4964.7 W W 6" 9" 2 12" 9" 9" 17 16 22 E W 5392 WATER ELEV 4973.66 S RIM=4977.84 I.E.()(0" PVC)=4965.6 I.E.()(0" PVC)=4965.7 3 4 5 6 5817 7 VOID 4977.38 8 9 10 11 12 13 14 15 5837 VOID 4977.72 18 5847 BOX COR 4979.35 5848 BOX COR 4979.5849 32 BOX COR 4979.12 5850 BOX COR 4979.23 S RIM=4973.33 I.E.()(16" PVC)=4963.4 I.E.()(18" PVC)=4963.5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 1 19 20 21 E E E E E E E E E E E E E E E E 20' ACCESS & UTILITY EASEMENT 20' ACCESS 20' ACCESS 10' MINIMUM CLEAR FROM FENCE (TYPICAL) 13' MIN. (TYPICAL) 94' 20' ACCESS 11.1' TYPICAL 175.8' BOXELDER SANITATION 20' SANITARY SEWER EASEMENT EXISTING 20' UTILITY ESAEMENT 100' EASEMENT LARIMER AND WELD CANAL 100' EASEMENT LARIMER AND WELD CANAL ROW UTILITY EASEMENT 75' CHEYENNE-POUDRE TRANSMISSION LINE EASEMENT 175.8' 175.8' 140.5' 146.7' 127.2' 61.9' 100 YEAR FLOODWAY 100 YEAR FLOODPLAIN PROPOSED SOLAR ARRAY LAYOUT FOR 210 kW-DC 11.1' WIDE PANELS WITH 13' SPACE BETWEEEN SURFACE AREA APPROXIMATELY 11,140 SF END OF CONCRETE WALL T.O.W. =4978.98' PROPOSED FENCE 722 LF EX PUMP HOUSE EX IRRIGATION STRUCTURE INVERTER AC COMBINER PANEL & DISCONNECT NORTH LINE OF SOUTHEAST 1 4 OF SECTION 4, T7N, R68W PRIMARY ENTRANCE SOUTHWEST ACCESS LOCATION FOR CONSTRUCTION, MAINTENANCE AND EMERGENCY CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE FOR ACCESS ROAD CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE FOR ACCESS ROAD EXISTING ELECTRIC TRANSFORMER PROPOSED CONNECTION PROPOSED ELECTRIC 438 LF 4975.5' CONTOUR (BFE) 4976.5' CONTOUR END OF CONCRETE WALL T.O.W. =4979.05' 4975.5' CONTOUR (BFE) 4976.5' CONTOUR 40' 34' WETLANDS 150' WETLANDS OFFSET "NATURAL HABITAT BUFFER ZONE" 50' SETBACK FROM TOP OUTSIDE OF CANAL 50' SETBACK FROM TOP OUTSIDE OF CANAL NOTE: FLOODPLAIN LINE HAS BEEN REVISED TO MATCH LAND SURVEY TOPOGRAPHY WITH THE APPROVED FEMA FLOOD PLAIN MODEL AND CROSS SECTION 10742 DATA WITH THE B.F.E. 4975.49' 16' ACCESS ROAD EXISTING CANAL ACCESS ROAD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 4 of 7 SITE PLAN Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. 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. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF ACCESS ROAD CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY A ENGINEER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO BUILDING PERMIT AND AN AS-BUILT SURVEY IS REQUIRED PRIOR TO THE PROJECT COMPLETION TO DOCUMENT THE REQUIRED FLOOD ELEVATION PROTECTION IS SATISFIED 8. THERE IS TO BE NO GRADING, STORAGE OF MATERIALS OR CONSTRUCTION ACTIVITY IN THE FLOODWAY. THIS AREA WILL BE STAKED AND FENCED PRIOR TO CONSTRUCTION. 9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR LIMITS OF EXISTING GRAVEL ACCESS PROPOSED CDOT CLASS 5 OR 6 ROAD BASE W W W W W X X X X X X FO FO FO FO FO FO FO FO W W W W W W W W W W W W X X X X X X X X X X X X X X X ST 6" 3" 6" 6" 24" 24HX48W" RCP I.E.= 4979.01 D RIM=4982.61 I.E.()(0" xxx)=4982.6 1854 VOID 4979.51 1858 INV 4979.27 E W W W W W W W W W E E E E E E E E E E E E E E W W W W W W W W W W W W 5044 INV 4979.92 5201 WATER ELEV 4973.59 3" 6" 6" 6" 6" 5603 INV 4980.28 5604 INV 4980.09 W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W E E E E E E E G G G G G G G W W X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S RIM=4974.36 I.E.()(4" PVC)=4964.7 I.E.()(8" PVC)=4964.6 I.E.()(4" PVC)=4964.7 I.E.()(4" PVC)=4964.7 W W 6" 9" 2 12" 9" 9" 17 16 22 24 23 E W 5392 WATER ELEV 4973.66 S RIM=4977.84 I.E.()(0" PVC)=4965.6 I.E.()(0" PVC)=4965.7 3 4 5 6 5817 7 VOID 4977.38 8 9 10 11 12 13 14 15 5837 VOID 4977.72 18 5847 BOX COR 4979.35 5848 BOX COR 4979.5849 32 BOX COR 4979.12 5850 BOX COR 4979.23 S RIM=4973.33 I.E.()(16" PVC)=4963.4 I.E.()(18" PVC)=4963.5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 1 19 20 21 EXISTING ELECTRIC TRANSFORMER PROPOSED CONNECTION TRACT "A" (PARK, U.E., D.E.) TRACT "C" COTTONWOOD TREES TO BE REMOVED FOR SOLAR ARRAY INSTALLATION RELOCATE OR REPLACE TREE WETLANDS 150' WETLANDS OFFSET "NATURAL HABITAT BUFFER ZONE" 50' SETBACK FROM TOP OUTSIDE OF CANAL 50' SETBACK FROM TOP OUTSIDE OF CANAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 Lamp Rynearson Inc Project No. 0218061.01 Date: 10/5/2018 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: 3 of 7 & DEMOLITION PLAM EXISTING CONDITIONS Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5. SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: Tree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet)0-213-425-9510-141015-1912Over 1915 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. NATURAL AREA BUFFER NOTES: 1. STANDARDS FOR PROTECTION DURING CONSTRUCTION - THE DIRECTOR SHALL ESTABLISH A "LIMITS OF DEVELOPMENT" ("LOD") LINE(S) TO ESTABLISH THE BOUNDARY OF THE PROJECT OUTSIDE OF WHICH NO LAND DISTURBANCE ACTIVITIES WILL OCCUR DURING THE CONSTRUCTION OF THE PROJECT. 2. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. 3. CONSTRUCTION SHALL BE ORGANIZED AND TIMED TO MINIMIZE THE DISTURBANCE OF SENSITIVE SPECIES OCCUPYING OR USING ON-SITE AND ADJACENT NATURAL HABITATS OR FEATURES. 4. CONSTRUCTION OF BARRIER FENCING SHALL BE PROVIDED AT THE LIMITS OF THE DEVELOPMENT DURING CONSTRUCTION. FLOODPLAIN AND FLOODWAY NOTES: 1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATORY 100-YEAR (INSERT NAME OF FLOODWAY) AND HIGH RISK FLOOD FRINGE. 2. ALL DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE FLOODPLAIN REGULATIONS OF CHAPTER 10 OF CITY OF FORT COLLINS MUNICIPAL CODE. 3. CONSTRUCTION OF RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE 100 YEAR FLOODWAY. 4. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE 100 YEAR HIGH RISK FLOOD FRINGE PROVIDED THEY MEET ALL ELEVATION REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 5. NON-STRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN THE 100 YEAR FLOODWAY, PROVIDED THE DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION OR A CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NON-STRUCTURAL DEVELOPMENT IS NOT RESTRICTED IN THE FLOOD FRINGE. NATIVE SEED MIX NOTES 1. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES AND AS OUTLINED IN MUNICIPAL CODE 12-130 THROUGH 12-132. IN NATIVE AREAS THESE REQUIREMENTS ARE TYPICALLY SATISFIED THROUGH SOIL SAMPLES SHOWING QUALITY OF SOIL MEETS THE DEFINITION OF TOP SOIL IN CODE 12-131. THROUGH LOOSENING THE TOP 8 INCHES OF SOIL AND APPLYING 4 INCHES OF TOP SOIL THEN SOIL AMENDMENT REQUIREMENTS CAN BE FULFILLED. 2. AFTER SOIL HAS BEEN PROPERLY PREPARED THEN SEED EVENLY IN TWO DIRECTIONS TO DISTRIBUTE SEED OVER ENTIRE AREA. SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 3. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 4. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 5. GENERALLY DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH (OR APPROPRIATE DEPTH FOR SELECTED SPECIES). WHEN USING BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 6. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 7. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. 8. WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS ESTABLISHED. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. 9. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 10.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS, DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. GENERALLY, MOW NO MORE THAN 3 TO 4 TIMES PER YEAR DURING ESTABLISHMENT PERIOD FOR WEED MANAGEMENT WHEN NECESSARY. 11.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. 12.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. 2 of 7 GENERAL & CONSTRUCTION NOTES Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com B B BB UUU U S S S S C CC C H H H H DDD D RRRR B U S C H D R BBB B UUU U S S SS C C C C HHHH DD D D RRRR B U S C H D R EEE E CCCCOOOO UU U U N N NNTTTTYYY Y RRR ROOOOAAAADD DD 444488 8 E COU 8 N TY ROAD 48 LLL L OO OO W WWW EE E E R R R R LLLL OO O OOOO O P P PP D D DDR R R L R O W E R L O O P DR G GGG LLLL E EEE N NNN WWW W A AA A L LLLLL LL D DDDR R R R G L E N W A L L D R B B BB EEEE RRRRW WWW I ICC II CCKKKK C CCC T TTT B ER W ICK C T B B BB EE E E RR RR WWWWIIII C C C C KK K K LL LLNNN N B E R WI C K LN TTTT OO OO RRRR RR R R IIIIDDD D O OO ONNN N LLLLNN N N T O R R ID O N LN B B BB OO OO NNNN NNN N EEE E Y Y YY MMMM O O OOOO OO RRRR E E E E DDD D RR R R B O N N E Y M OO R E D R YYY YUUUU LL L L E E EE TT TT RRRRAAA A I I I I LL L L DDDDRRR YU R L E T RA I L DR TTTT RRRR AAA AD D D DIIIINNNN GG G G PP P P OOOO SSSS TTTT R R R RDDDD T R A DIN G P O S T RD CC CCUUU U LLL L L L LL E E E E NNNN C C C C TTTT CU L L E N C T GGG G R R RR EEE EEE E E N N NN LLL LAAA A KKKK EE E E DD D D RR R R G R E E N L A K E D R RR R R I I IID D D DGGGGE E E E R RR R U UU U N NNN N NNN EEEE RRRR D DD D R RRR R IDG E RUNN E R DR NNNNEEEE FFFFRRRROOO ONNNNTTTTAAA AGGGGEEEE RRR NE FRONTAGE RDDDD RD NNNNE EEE FFFFRRRRO O OO NNNNTT T T A AAAGG GGEEEE RRRRD NE FRON DDD T AGE RD N NNN EEEE FFFF R RRR OOOO N NNN TT T T A AAA G GG G E E EE R RRRD DD D N E F R O N T A G E R D NNNNEE EE F F FFRR RR OOOO N NNNT TTTAAAAGGGG EEEE RRRRD NE F DDD R NNNN ONTAGE RD EEEE FFFFR RR R O OOO NNNNTTTTA A AA G G GG E EEE RRRRD D NE F DD R ONTA G E RD N NNN EEE E F FF F R RRR O O O O NNNN T TT T AAA A G G G G E E EE R R R R DD D D N E F R O N T A G E R D NNN N E E E E F F F F RRR R OO O O N N NN T TTT AA AA GGG G E E E E RRRR DDDD N E F R O N T A G E R D NNN N E EEE F FFF RRR R OOO O NNNN TTTT A A AA GGG G E EEE RRR R DD D D N E F R O N T A G E R D FFFF R RR R OO O O NNNN TT TT AA A A GGGG EEE E R R RRDDD D F R O N T A G E R D BBB B RRR R A A A A C C C C AA A A D DDD AAAA LL L L EE E E PPP PLLLL B R A C A D A L E PL RRRR A A AA N N N NN N N N OOO O CCCC HHHH S S S S TT T T R A NN O C H S T G G G G A AAA EEEELLLLI ICCCC II P P PPLL LL G AEL IC P L E EEE L L LL GG G G III I N N N N PPPP L L LL E L G I N P L NNNN WWW W FF F F R RRR O O O O NNNN T T T T A A A A G G G G EEEE RR R R DDD D N W F R O N T A G E RD TT T T H HHH RR RR E E E E EEE E F FF F OOOO R R R R K K K K SSSS DDDD RR R R T H R E E F O R K S D R GGGG LLLL AAAA CC CC IIII EEE ERRR R CC C CRR RR EE E E E E E E KKKK DDDD RR RR G L A C I E R CR E E K D R E E EE L L LL GGGGI I II N NNN C C CC TTTT E L G IN C T EEEE LLLL GGGG I III NNN NCCCC T T T T E L G I N C T E E E E LLLL G GG G I III N NN N CCC C T TTT E L G I N C T GGGG LLLL EE EE N NN N L L LL O O O O C C C CHHH H C CCC TTTT G L E N L O C H C T GGG G LLL L EEEE NNNN A AAA R R R R BB B B OO OO R R R R LLLL NN N N G L E N A R B O R L N GGGGI ID II DDDD DDDIIII NNNNGGGGS S SS R RRRD GI DDD D DINGS RD C CCC A AAA MMM M PPPP F FFF III I RRR R EEEE D D D D R R RR C A M P F I R E D R CCCC AAAA M M M M PPP P F F FF II I I R R RR E E EE D D DD R RRR C A M P F I R E D R OCTOBER 10, 2019 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH Lamp Rynearson Inc Project No. 0218061.01 Date: 10/5/2018 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A PORTION OF TRACT A (PARK, U.E., D.E.) - FINAL PLAT WATERGLEN PUD, LOCATED IN THE NORTWEST QUARTER OF THE NORTHEST QUARTER OF SECTION 4, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER/APPLICANT PROJECT TEAM: SITE ENGINEER Northern Engineering Services, Inc. Isaac Tiley 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Isaac@NorthernEngineering.com CONTACT INFORMATION PROJECT TEAM: SHEET INDEX ENGINEER ING N O R T H E RN SITE PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER ** The underground utility locates provided by Primo Utility Locates are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. GAS Xcel Energy Pat Kreager (970) 225-7840 ELECTRIC City of Fort Collins Light & Power Rob Irish (970) 224-6167 ELECTRIC Western Power Administration CABLE Comcast Don Kapperman (970) 567-0425 TELECOM. CenturyLink William Johnson (970) 377-6401 PLANNER City of Fort Collins Planning Services Kai Kleer (970) 416-4284 KKleer@FCGov.vom WATER City of Fort Collins Utilities Shane Boyle (970) 221-6339 WASTEWATER City of Fort Collins Utilities Shane Boyle (970) 221-6339 WASTEWATER Boxelder Sanitary District STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6339 CANAL Larimer & Weld Canal Kim Nelson (970) 454-3377 FIRE Poudre Fire Authority Andrew Rosen (970) 416-2892 ARosenAPoudre-Fire.org PROJECT LOCATION WATERGLEN SOLAR ARRAY I-25 RABBIT BRUSH PARK MOUNTAIN VISTA DRIVE 1 COVER SHEET 2 GENERAL & CONSTRUCTION NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 SITE PLAN 5 EROSION CONTROL PLAN 6 EROSION CONTROL DETAILS 7 LANDSCAPE PLAN Sandbox Solar Ian Skor CSU Powerhouse Fort Collins, Colorado 80521 ijskor@SandboxSolar.com VINE DRIVE RAILROAD RAILROAD GREENFIELDS DRIVE 1 of 7 COVER SHEET Sheet WATERGLEN SOLAR ARRAY E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com