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Home My WebLink AboutJEROME STREET STATION - FDP230006 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC HY DVAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELECHYDHYDHYDCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR V.P. V.P. S S D D S S S D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXWWWWWWWWWWWW EEWWWWWWWWE EGGGGGGGGGGGGGGGG SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS VAULT ELEC HY DD S CONTROL IRR CONTROL IRR GAS XXXXXXXXXXXXXEEEEEFOFOFOFOFOGGGWWXXSSS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHUOHUOHUWGGGGGGGGGGGGGGGG G E E E ELID MHE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXGASSSSSSSSSSSSSSSSSSSSSS E E E E E D ALL KINDS INVESTMENTS, 910 N COLLEGE AVE REMOVE EXISTING 8' CONCRETE PAN REMOVE & REPLACE EXISTING 8' CONCRETE PAN REMOVE & REPLACE EXISTING PEDESTRIAN RAMP REMOVE & REPLACE EXISTING PEDESTRIAN RAMP REMOVE & REPLACE EXISTING PEDESTRIAN RAMP REMOVE & REPLACE EXISTING PEDESTRIAN RAMP REMOVE EXISTING BLOW OFF HYDRANT CLOSE VALVE AT CONNECTION IN STREET REMOVE EXISTING BLOW OFF HYDRANT REMOVE EXISTING 3' CONCRETE TRICKLE CHANNEL EXISTING TREE TO REMAIN (TYP.) REMOVE EXISTING METAL POSTS (TYP.) REMOVE EXISTING GRAVEL ROAD EXISTING SIGN EXISTING FES EXISTING 18" RCP EX-STORM MH RIM=4964.97 INV OUT=4960.75 (S) EXISTING FES EX-STORM MH RIM=4965.35 EX-STORM MH RIM=4965.34 EX-STORM MH RIM=4965.18 INV OUT=4961.45 (S) 24" RCP EX-STORM MH RIM=4970.03 INV=4959.43 (W, E) EX-STORM MH RIM=4970.54 INV=4958.66 (W, E) EXISTING 36" RCP (STORM) EX-CHAIN LINK FENCE EX-SAN MH RIM=4968.77 INV IN=4960.95 (E) INV OUT=4960.87 (S) EX-SAN MH RIM=4967.69 INV IN=4959.99 (N) INV OUT=4959.82 (S) EX-SAN MH RIM=4966.47 INV=4958.78 (N, E, SE) EX-SAN MH RIM=4963.95 INV IN=4956.53 (N) INV IN=4956.25 (W) INV OUT=4955.75 (S) EX-SAN MH RIM=4964.48 INV IN=4957.66 (N) INV OUT=4957.48 (E) EX-SAN MH RIM=4965.40 INV=4958.74 (N, S) EX-SAN MH RIM=4966.71 INV=4960.03 (W, S) EXISTING SAN MH RIM=4964.63 INV IN=4957.59 (NW, E) INV OUT=4957.42 (S) EX-SAN MH RIM=4964.02 INV IN=4958.97 (N) INV OUT=4957.74 (S) LOT 1, BLOCK 1, WILL SUBDIVISION EX-30' UTILITY & DRAINAGE EASEMENTNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 24" SANITARY PVC EXISTING 15' UTILITY EASEMENT EXISTING FIRE HYDRANT BOWL FORT COLLINS LLC, 830 N COLLEGE AVE LAND W PROPERTIES 742 N COLLEGE AVE EXISTING STREET LIGHT (TYP.) EXISTING 8" WATER LINE EXISTING GAS LINE EXISTING FIRE HYDRANT EXISTING ELECTRICAL VAULT (TYP.) EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH 50' - EXISTING UNDERGROUND ELECTRIC UTILITY EXISTING TREE TO REMAIN (TYP.) EXISTING 8" WATER LINE VACATE EXISTING TEMPORARY EMERGENCY ACCESS EASEMENT (WIDTH VARIES) TEMPORARY TURN-AROUND EASEMENT PER PLAT OF OLD TOWN NORTH TO BE VACATED REMOVE EXISTING CONCRETE PAD & STORM INLETS EX-STORM LINE REMOVE EX-CHAIN LINK FENCE 30' UTILITY EASEMENT PER WILL SUBDIVISION VACATE EXISTING 20' TEMPORARY EMERGENCY ACCESS EASEMENT EXISTING SIDEWALK AND CHASE TO REMAIN CONTRACTOR TO ENSURE EXISTING SANITARY LINE REMAINS UNDAMAGED DURING REMOVAL OF TREES IN THIS AREA TRACT JJJ TO BE VACATED LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH REMOVE EXISTING VERTICAL PIPE 100 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN NHBZ-BOUNDARY LINE 76' ROW DEAD TREES TO BE REMOVED EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT 20' DRAINAGE EASEMENT REMOVE & REPLACE EXISTING CURB & GUTTER REMOVE & REPLACE EXISTING CURB & GUTTER 5'± 5' SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 EX1 DEMOLITION PLANEXISTING CONDITIONS &4 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: 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 EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 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.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 NHBZ. EXISTING OVERHEAD UTILITY OHE ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING PROJECT NO. 1124-005 DATE: JUNE 16, 2020 EXISTING GRAVEL (TO BE REMOVED) EXISTING CONCRETE (TO BE DEMOED) 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. before you dig.Call R NHBZ-BOUNDARY LINE EXISTING STORM SEWER SS B BBBBBB B B B B B BBBBBBB BBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBB BBBBBVAULT CABLE VAULT CABLE VAULT CABLE VAULT CABLE VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXCONTROL IRR CONTROL IRR GASFOFO FOFOFOOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS 24' - BOWL FORT COLLINS LLC 830 N COLLEGE AVE LAND W PROPERTIES 742 N COLLEGE AVE 76' ROW 50' -15' SIDEWALK30' EMERGENCY ACCESS & UTILITY EASEMENT 5' SIDEWALK20' - EXISTING 30' UTILITY & DRAINAGE EASEMENT PROPOSED 30' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 10' DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' GAS LINE EASEMENT 26' - 8' SIDEWALK 8' SIDEWALK 15' CRUSHER FINES TRAIL 5' SIDE W A L K 5' SIDEWALK 15' ACCESS/SIDEWALK 5' SIDE W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 20' - 20' EMERGENCY ACCESS & UTILITY EASEMENT EMERGENCY ACCESS & UTILITY EASEMENT (WIDTH VARIES) UTILITY & MAINTENANCE EASEMENT (WIDTH VARIES) 26' EMERGENCY ACCESS EASEMENT PEDESTRIAN WALKWAYBUILDING 1 5' SIDEWALKNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)100 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN100 YR FLOODPLAIN 100 YR FLOODPLAIN PROPOSED 25' UTILITY EASEMENT 15' ACCESS/SIDEWALK 6' UTILITY EASEMENT 6' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 30' UTILITY EASEMENT 9' UTILITY EASEMENT 12' TR A V E L L A N E 12' TR A V E L L A N E 44' ROW 5' SIDEWALK BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 TRACT A TRACT A TRACT B TRACT B PROPOSED 25' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT 20' DRAINAGE EASEMENT PUBLIC ACCESS EASEMENT (WIDTH VARIES) PASCA L S T R E E T JEROME STREET OSIANDER STREET CAJETAN STREET PASCA L STREE T 8' PAN 8' PAN PEDESTRIAN RAMPS (TYP.) PEDESTRIAN RAMP PROJECT BOUNDARY PEDESTRIAN RAMP (TYP.) PEDESTRIAN RAMP PROPOSED SIDEWALK CHASE PROPOSED SIDEWALK CHASE PROPOSED SIDEWALK CHASE PROPOSED DRIVEOVER CURB & GUTTER PROPOSED DRIVEOVER CURB & GUTTER PROPOSED DRIVEOVER CURB & GUTTER PROPOSED DRIVEOVER CURB & GUTTER PROPOSED DRIVEOVER CURB & GUTTER PROPOSED 1' CONCRETE CHASE PROPOSED CURB CUT PROPOSED 10' WALK (TYP.) PROPOSED 5' WALK (TYP.) 1 2 2 2 2 2 2 2 2 1 PROPOSED 10' WALK (TYP.) PROPOSED SIDEWALK CHASEPROPOSED SIDEWALK CHASE 2 2 2 TYPE-III BARRICADE (OR OTHER PERMANENT TYPE, BY OWNER) TYPE-III BARRICADE PARKING STALL STRIPING (TYP.) 4" WHITE STRIPE AS PER LCUASS STANDARDS PARKING STALL STRIPING (TYP.) 4" WHITE STRIPE AS PER LCUASS STANDARDS PROPOSED 2' CURB CUT & CONCRETE CHASE 1 3 5' SIDEWALK 4 PROPOSED 2' CURB CUT & CONCRETE CHASE PROPOSED 2' CURB CUT & CONCRETE CHASE PROPOSED 2' CURB CUT & CONCRETE CHASE SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 PV1 PAVING PLAN5 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EASEMENT LINE NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 4.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 LARIMER COUNTY URBAN AREA STREET 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. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.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 NHBZ. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING 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. before you dig.Call R CRUSHER FINES TRAIL PROPOSED LOT LINE PROPOSED ROW EXISTING EASEMENT LINE 1 2 SIGNS: P0TS FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12" (FORT COLLINS ONLY) NOTE: INCLUDE "PRIVATELY MAINTAINED" STREET NAME SIGN AT CAJETAN STREET ENTRANCE; STANDARD STREET NAME SIGN AT PASCAL RESERVED PARKING 3 VAN- ACCESSIBLE RESERVED PARKING 4 VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC HY DVAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELECHYDCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S S D D S S S D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXWWWWWWWWWWWW EEWWWWWWWWE EGGGGGGGGGGGGGGGG SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS VAULT ELEC HY DD S CONTROL IRR CONTROL IRR GASEE EEEFOFOFOFOFOGGGWWSSS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHUOHUOHUWGGGGGGGGGGGGGGGG G E E E ELID MHE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GASSSSSSSSSSSSSSSSSSSSSS E E E E E D B BBBBBB B B B B B BBBBBBB BBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBB BBBBBG G GGEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E UDGG G G G G GEEE E E E E E UD UD UDGGE E G G E E NEW MANHOLE IN EXISTING SANITARY LINE SANITARY SEWER MANHOLE (TYP.) EXISTING SANITARY SEWER 24' FL-FL CONNECT TO EXISTING SANITARY MHNORTH COLLEGE AVENUEEXISTING 15' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH PROPOSED GAS LINE CONNECTION (NORTH) PROPOSED UNDERGROUND ELECTRICAL UTILITY EXISTING 8" WATER LINE EXISTING FIRE HYDRANT PROPOSED ELECTRICAL TRANSFORMER (TYP.) NEW MH/SANITARY PIPE FLOWS EAST, CONNECTS TO EXISTING PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 20' FL-FL 20' FL-FL 26' FL-FL EXISTING STORM DRAIN PROPOSED CURB CUTPROPOSED RAIN GARDEN & UNDERDRAIN EXISTING GAS LINE PROPOSED RAIN GARDEN & UNDERDRAIN PROPOSED RAIN GARDEN & UNDERDRAIN CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATER MAIN SCOUR-STOP PROTECTION 20' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 100 YR FLOODPLAIN 500 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN PROPOSED DETENTION POND 1 EXISTING 30' UTILITY & DRAINAGE EASEMENT PROPOSED 30' SEWER LINE EASEMENT PROPOSED 25' UTILITY EASEMENT 5' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 30' UTILITY EASEMENT ELECTRIC SERVICES EXTENDING FROM TRANSFORMERS TO BE PRIVATE (TYP.) PROPOSED BLOWOFF HYDRANT 44' ROW 76' ROW 50' FL-FL BY OTHERS SANITARY SEWER PROPOSED GAS LINE BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 TRACT A TRACT A TRACT B TRACT B ALL KINDS INVESTMENTS, 910 N COLLEGE AVE BOWL FORT COLLINS LLC 830 N COLLEGE AVE LAND W PROPERTIES 742 N COLLEGE AVE PROPOSED CULVERT WATER LINE A SEE SHEET WT1 STORM DRAIN A SEE SHEET ST1 SANITARY SEWER A4 SEE SHEET SS2 SANITARY SEWER A SEE SHEET SS1 SANITARY SEWER A4 SEE SHEET SS2 SANITARY SEWER A4 SEE SHEET SS2 SANITARY SEWER A4-5 SEE SHEET SS3 WATER LINE C SEE SHEET WT2 WATER LINE B SEE SHEET WT2 PROPOSED DETENTION POND 2 20' DRAINAGE EASEMENT 20' EMERGENCY ACCESS EASEMENT PROPOSED CULVERT PROPOSED CULVERT PROPOSED CULVERT (TYP) PASCA L S T R E E T JEROME STREET EAST SUNIGA ROAD OSIANDER STREET CAJETAN STREET PASCA L STREE T PUBLIC ACCESS EASEMENT (WIDTH VARIES) PROPOSED CURB CUT & CONCRETE CHASE PROPOSED CURB CUT & CONCRETE CHASE PROPOSED CURB CUT & CONCRETE CHASE PROPOSED CURB CUT & CONCRETE CHASE SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 OU1 OVERALL UTILITY PLAN6 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.GANGED WATER SERVICE CONNECTION AND STOP VALVE AT MAIN CONNECTION SHALL BE 1-1/2". ALL WATER SERVICES SHALL BE 1" UNLESS OTHERWISE NOTED. 12.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 13.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 14.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN. 15.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN. 16.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR FLOODPLAIN. 17.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 18.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 NHBZ. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY PROPOSED TRANSFORMER PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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. before you dig.Call R FPROPOSED FIRE SERVICE UDPROPOSED UNDERDRAIN EXISTING TELEPHONE PEDESTAL VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC HY DVAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE C.O.H2OCONTROL IRR CONTROL IRR C.O. C.O.C.O.CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S S D D S S / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX XXXXXXXXWWWWWWWW WWWWWWEEWW WWWWWWWWWWWWW W W W W W W W W W WEEE EGGGGGGGGGGGGGGG G G SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS GGGGGGGGGGGGGGG G G SSSSSSSSSSSSSSS E E E E E E E E EBBBBBG G G GGGGE EEEEEEEEEEEEEEEEEEEEGEEE E E E E E E E EE E E E E E E GG G G G E E E E E W WWWWWWSSSSS WWWWWWWWWWWWWWWWWW W SSSSSSSSSSSSSSSSSSSSSSSWW S SWWWSSSSSWWWWWWWW EXISTING 15' UTILITY EASEMENT 50' FL-FL EXISTING 9' UTILITY EASEMENT ALL KINDS INVESTMENTS, 910 N COLLEGE AVE BOWL FORT COLLINS LLC 830 N COLLEGE AVE CONNECT TO EXISTING 8" WATER MAIN CONNECT TO EXISTING 8" WATER LINE EX-STORM MH RIM=4970.54 INV=4958.66 (W, E) EXISTING 36" RCP STORM LINE EX-SSMH RIM=4968.77 INV IN=4960.95 (E) INV OUT=4960.87 (S) EX-SAN MH RIM=4966.71 INV=4960.03 (W, S) EXISTING 24" SANITARY PVC EXISTING 8" WATER LINE PROPOSED ELECTRICAL TRANSFORMER (TYP.) PROPOSED WATER SERVICE (TYP.) PROPOSED SANITARY SEWER SERVICE (TYP.) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) PROPOSED 25' UTILITY EASEMENT EXISTING 20' SEWER LINE EASEMENT 76' ROW PROPOSED ELECTRIC SERVICE EXTENDING FROM TRANSFORMER BOX PRIVATE (TYP.) BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 CURB STOP (TYP) GANGED WATER SERVICE CONNECTION STOP VALVE AT MAIN CONNECTION & EACH CONNECTION EXTERIOR TO HOUSE (TYP.) TRACT A SANITARY SEWER A4 SEE SHEET SS2 SANITARY SEWER A4-5 SEE SHEET SS3 WATER LINE B SEE SHEET WT2 WATER LINE B SEE SHEET WT2 PROPOSED FH PROPOSED FH SANITARY SEWER A4 SEE SHEET SS2 SSMH A4-2 SSMH A4-3 SSMH A4-4 SSMH A4-5 SSMH A4-5ESSMH A4-5W JEROME STREET EAST SUNIGA ROAD OSIANDER STREET CAJETAN STREET SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 U1 UTILITY PLAN7 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 NOTES: EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV FPROPOSED FIRE SERVICE UDPROPOSED UNDERDRAIN 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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.GANGED WATER SERVICE CONNECTION AND STOP VALVE AT MAIN CONNECTION SHALL BE 1-1/2". ALL WATER SERVICES SHALL BE 1" UNLESS OTHERWISE NOTED. 12.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 13.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 14.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN. 15.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN. 16.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR FLOODPLAIN. 17.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 18.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 NHBZ. PROPOSED TRANSFORMER EXISTING TELEPHONE PEDESTAL U1 U2 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. before you dig.Call R KEYMAPN. COLLEGE AVENUECAJETA N S T .JEROME STREETE. VINE DRIVE VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELECHYDS S D D D/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWWWW EGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S GAS WXGGSSSSSSGGS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHUOHUOHUOHUOHUOHUWWWGGGGGGGGGGGGGGGGGG G E EEMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GASOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD B BBBB BB B B B B BBBBBBBB BBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBB BB BBB BBB BBBBBBEEEEEEEEEEEEEEEEEEEEEGEE EE E E E E E G UD UD UD UDGG G G G G G G G G G G EEEEE E E E E E E E E E UD UD UD UD UDUDGGGGE E E G G G G E EWW WWWWWWWWSSSSSSSSSSW WWW WWWWWWWWWWSSSSS SSSS SSS SSSSS S S SSSSWWWWWWWWWWWWWS SSSSWSSSWWW26' FL-FL EXISTING 9' UTILITY EASEMENT EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH BOWL FORT COLLINS LLC 830 N COLLEGE AVE PROPOSED POND CONNECT TO EXISTING 8" WATER MAIN 11.25° BEND (W) N:134908.72 E:195609.34 SSMH A3 SSMH A2 SSMH A SSMH A1 SSMH A5 EXISTING SANITARY SEWER EXISTING STORM FES AND PIPING EXISTING STORM LINE EXISTING 18" RCP 24" RCP EX-SAN MH RIM=4963.95 INV IN=4956.53 (N) INV IN=4956.25 (W) INV OUT=4955.75 (S) SAN MH RIM=4964.63 INV IN=4957.59 (NW, E) INV OUT=4957.42 (S) EXISTING FIRE HYDRANT EXISTING STREET LIGHT (TYP.) EXISTING 8" WATER LINE EXISTING UNDERGROUND ELECTRIC UTILITY PROPOSED TRANSFORMER (TYP.) PROPOSED CULVERT 1-1/2" IRRIGATION WATER SERVICE AND METER PROPOSED RAIN GARDEN & UNDERDRAIN PROPOSED RAIN GARDEN & UNDERDRAIN PROPOSED WATER SERVICE (TYP.) CONCRETE WEIR CONCRETE WEIR 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) PROPOSED RAIN GARDEN & UNDERDRAIN EXISTING 30' UTILITY & DRAINAGE EASEMENT PROPOSED 30' SEWER LINE EASEMENT EXISTING 10' DRAINAGE EASEMENT PROPOSED 25' UTILITY EASEMENT 5' UTILITY EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 30' UTILITY EASEMENT PROPOSED SANITARY SEWER BY OTHERS CONCRETE WEIR EXISTING STORM LINE BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 TRACT A TRACT B TRACT B WATER LINE A SEE SHEET WT1 STORM DRAIN A SEE SHEET ST1 SANITARY SEWER A4 SEE SHEET SS2 SANITARY SEWER A SEE SHEET SS1 SANITARY SEWER A SEE SHEET SS1 PROPOSED FH PROPOSED POND EXISTING INLET SCOUR-STOP PROTECTION SSMH A4 SSMH A4-1 SSMH A4-2 SSMH A4-3 GANGED WATER SERVICE CONNECTION CORP STOP VALVE AT MAIN CONNECTION & EACH CONNECTION EXTERIOR TO HOUSE (TYP.) SSMH EX(24'')-1 PROPOSED STREET LIGHT (TYP.) PROPOSED CULVERT PROPOSED CULVERT PROPOSED CULVERT PASCA L S T R E E T JEROME STREET PASCA L STREE T PUBLIC ACCESS EASEMENT (WIDTH VARIES) SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 U2 UTILITY PLAN8 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 KEYMAPN. COLLEGE AVENUECAJETA N S T .JEROME STREETE. VINE DRIVE NOTES: EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV FPROPOSED FIRE SERVICE UDPROPOSED UNDERDRAIN 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 CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.GANGED WATER SERVICE CONNECTION AND STOP VALVE AT MAIN CONNECTION SHALL BE 1-1/2". ALL WATER SERVICES SHALL BE 1" UNLESS OTHERWISE NOTED. 12.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 13.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 14.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN. 15.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN. 16.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR FLOODPLAIN. 17.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 18.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 NHBZ. PROPOSED TRANSFORMER EXISTING TELEPHONE PEDESTAL U1 U2 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. before you dig.Call R B BBBBBB B B B B B BBBBBBB BBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBB BBBBBVAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S S D D S S S D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXVAULT ELEC D S CONTROL IRR CONTROL IRR GASFOFO FOFOFOS S SOHUOHUOHULID MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS S D UD UD UD UDB BBBBBB B B B B B BBBBBBB BBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBB BBBBBALL KINDS INVESTMENTS, 910 N COLLEGE AVE NORTH COLLEGE AVENUEBOWL FORT COLLINS LLC 830 N COLLEGE AVE LAND W PROPERTIES 742 N COLLEGE AVE DETENTION POND 2 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE)100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 TRACT A TRACT B TRACT B PASCA L S T R E E T DETENTION POND 1 JEROME STREET OSIANDER STREET CAJETAN STREET PASCA L STREE T EXISTING 3-18" RCP STORM LINES PROPOSED SIDEWALK CHASE (TYP.) PROPOSED CURB CUT PROPOSED CHASE RAIN GARDEN 1 SEE SHEET RG1 RAIN GARDEN 2 SEE SHEET RG1 RAIN GARDEN 3 SEE SHEET RG2 SWALE SECTIONS SWALE SUMMARY TABLE A1A1 A2A2 A3A3 A4 A4 A6 A6 A5A5 EAST SUNIGA ROAD SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 OG1 OVERALL GRADING PLAN15 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 KEYMAPN. COLLEGE AVENUECAJETA N S T .JEROME STREETE. VINE DRIVE 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. before you dig.Call R PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 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 DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL BEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. 6.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 7.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 8.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED-USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100-YEAR FLOODPLAIN. 9.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. 10.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEARFLOODPLAIN. 11.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 12.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 NHBZ 13.ADA VISITABLE UNITS INCLUDE ALL UNITS IN BUILDINGS 3, 5, 7, 8, 10, 11, AND 12. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK PROPOSED STORM SEWER UD G1 G2 SWALE SECTIONS SWALE SUMMARY TABLE SWALE ID MIN D MIN TW S1 (n:1)BW S2 (n:1)Q A1 - A1 0.54 12.44 3.0 1.0 8.0 3.29 A2 - A2 0.79 11.32 4.0 1.0 4.0 6.58 A3 - A3 0.36 13.76 11.0 0.0 5.0 1.12 A4 - A4 0.62 6.72 3.0 0.0 3.0 3.04 A5 - A5 0.54 15.60 9.0 0.0 6.0 5.47 A6 - A6 0.77 25.40 4.0 0.0 16.0 15.00 B BBBB BB B B B B BB BBBBBBBBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BB BBBB BBBVAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFIC VAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRD D D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEVAULT ELEC D CONTROL IRR CONTROL IRR GASEE EEFOFOFOFOOHUOHUOHUE E E ELID MHE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS E E E E E D UD UD UD UD1.43 ac. A 0.34 ac. B 0.42 ac. C1 1.12 ac. C2 0.31 ac. D 0.97 ac. E1 0.29 ac. E2 0.80 ac. F 0.69 ac. G 0.67 ac. H 0.75 ac. J1 0.17 ac. J2 0.01 ac. J 0.06 ac. K 0.03 ac. I 26' - EXISTING 30' UTILITY & DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTHNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)100 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN j1 g h k d c2 b j f a e1 j2 i c1 e2 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 TRACT A TRACT A TRACT B TRACT B PROPOSED 30' SEWER LINE EASEMENT PROPOSED 25' UTILITY EASEMENT PROPOSED 25' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT 20' DRAINAGE EASEMENT EROSION CONTROL BLANKET EROSION CONTROL BLANKET EROSION CONTROL BLANKET PROJECT BOUNDARY PROPOSED STORM LINE PROPOSED STORM LINE EXISTING STORM DRAIN SCOUR-STOP (TYP.) PROPOSED 1' CHANNEL (TYP.) PROPOSED CURB CUT A1 PROPOSED RAIN GARDEN 1 PROPOSED RAIN GARDEN 2 EXISTING CONCRETE CULVERT CONCRETE WEIR CONCRETE WEIR PROPOSED RAIN GARDEN 3 CONCRETE WEIR DETENTION POND 1 MAXIMUM RELEASE RATE=14.0 CFS TOTAL VOLUME REQ'D = 0.07 AC-FT TOTAL VOLUME PROVIDED= 0.07 AC-FT 100-YR WSEL=4964.56 DETENTION POND 2 MAXIMUM RELEASE RATE=19.36 CFS TOTAL VOLUME REQ'D = 0.41 AC-FT TOTAL VOLUME PROVIDED= 0.41 AC-FT 100-YR WSEL=4964.00 PROPOSED SIDEWALK CHASE C1a PROPOSED SIDEWALK CHASE C2a PROPOSED SIDEWALK CHASE C1b PROPOSED CULVERT X' WALK (TYP) PROPOSED CULVERT PROPOSED CULVERT X' WALK (TYP) CONCRETE WEIR PROPOSED SIDEWALK CHASE F1a PROPOSED SIDEWALK CHASE F1b PROPOSED CULVERT PROPOSED CULVERT SCOUR-STOP 4'x4' SCOUR-STOP 4'x4' SCOUR-STOP 4'x4' SCOUR-STOP 4'x4' DR1DRAINAGE EXHIBIT34 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE FINAL DRAINAGE REPORT, DATED APRIL 11, 2023 FOR ADDITIONAL INFORMATION. 2.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 3.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 4.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100_YEAR FLOODPLAIN. 5.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100 YEAR FLOODPLAIN. 6.AT_RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100 YEAR FLOODPLAIN. 7.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT APPLICANTS OWN RISK THAT THEY CONTINUE THROUGH THE PLANNING PROCESS. 8.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 NHBZ. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 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. before you dig.Call R UDPROPOSED UNDERDRAINC2C100Q2 (cfs) Q100 (cfs) CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRD D D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXVAULT ELEC VAULT ELEC D CONTROL IRR CONTROL IRR GAS M FOFOFOFOFOEOHUOHU OHU OHUSSSSSSOHUOHUOHULID MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS D ?? 1235 930 B BBBB BB B B B B BBBBBBBBBBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBBBBBBBUD UD UD UDB BBBB BB B B B B BBBBBBBBBBB BB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BBB BBBBBBBBB4964. 2 3 ( N A V D 8 8 ) ALL KINDS INVESTMENTS, 910 N COLLEGE AVE, BOWL FORT COLLINS LLC 830 N COLLEGE AVE, LAND W PROPERTIES 742 N COLLEGE AVE 100 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN500 YR FLOODPLAIN100 YR FLOODPLAIN500 YR FLOODPLAIN 100 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN 500 YR FLOODPLAIN NHBZ - BOUNDARY LINE 500 YR FLOODPLAIN 500 YR FLOODPLAIN FFE=68.00 FFE=67.28 FFE=69.47 FFE=68.64 FFE=69.06 FFE=68.91 FFE=68.92 FFE=69.70 FFE=69.95 FFE=71.29 FFE=71.50 FFE=72.22 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 124964.18 (NAV D88)4966.1 (NAVD88)FP1FLOODPLAIN EXHIBIT35 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetJEROME STREET STATIONNOT FOR CONSTRUCTIONREVIEW SETof 35 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. before you dig.Call R Original Field Survey: Northern Engineering Project No. 1124-005 Date: June 16, 2020 LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY NOTES: FIELD SURVEY BY: BENCHMARKS: CROSS-SECTION (CSU CLOMR) 2446 5000ELEVATION NGVD 88 BASE FLOOD ELEVATION (CSU CLOMR) 100-YR FLOODPLAIN - (PER CSU CLOMR) MINIMUM FINISHED FLOOR ELEVATION (FFE) = C (FFE VARIES, SEE PLAN) BASE FLOOD ELEVATION (BFE) = A MINIMUM MECH./ELEC. EQUIPMENT ELEVATION = B BASE FLOOD ELEVATION (BFE) = A 24" MIN.24" MIN. MECH. / ELEC. EQUIPMENT FLOOD ELEVATION DETAIL NTS SLAB-ON-GRADE NHBZ - BOUNDARY LINE 1.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 2.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 3.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED-USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100-YEAR FLOODPLAIN. 4.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. 5.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. 6.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT APPLICANTS OWN RISK THAT THEY CONTINUE THROUGH THE PLANNING PROCESS. 7.REFER TO THE FINAL DRAINAGE REPORT, DATED APRIL 11, 2023 FOR ADDITIONAL INFORMATION. PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 1-00 ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE. ELEV.=4968.74 CITY OF FORT COLLINS BENCHMARK 3-13 APPROX.40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER, ON THE WEST SIDE OF LINDEN ST. , ON A STORM INLET. ELEV.=4962.27 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTER OF SECTION 1-7-69 AS BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON PLAT.