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HomeMy WebLinkAboutCONFLUENCE - FDP - FDP170022 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSJEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. LAPORTE AVE. MAPLE AVE. S. MASON AVE. S. HOWES AVE. E. MYRTLE ST E. LAUREL ST E. OAK ST S. REMINGTON ST No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C000 COVER SHEET F. Wegert F. Wegert NTS City UTILITY of Fort PLAN Collins, APPROVAL Colorado No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C001 GENERAL & CONSTRUCTION NOTES F. Wegert F. Wegert NTS City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO LL LLII I IN N N N C C CC OO OOLL LL NN NN A A A AVV VVEE EE L I N C O L N A V E W W W W IIIILL LL LLL LOO OOWW W W SS SS TT TT W I L L O W S T WWW W II II L LL E WV E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S S S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G E WV E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S D S D S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR AC AC X X X POUDRE STREET (20' ROW) 316 WILLOW STREET NORTHING: 132464.14 EASTING: 195848.91 (OUTSIDE FACE OF WALL) NORTHING: 132386.86 EASTING: 195806.88 (OUTSIDE FACE OF WALL) NORTHING: 132386.85 EASTING: 195806.64 (PROPERTY CORNER) NORTHING: 132471.09 EASTING: 195854.89 (PROPERTY CORNER) 0.17' 0.17' 0.17' 8' 21' 9.17' MATCHLINE EX. RIGHT-OF-WAY PARALLEL PARKING APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER PARKING GARAGE ENTRANCE 0.17' 0.17' 0.17' 310 WILLOW STREET 0.17' 5.0' MIN. 5.0' MIN EX. PROPERTY LINE N41°41'10"E 47.50' N48°18'50"W 20.00' N41°41'10"E 47.50' AC X X X X X X X X X X X X X X X X X E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S S D S D D S VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC E AC S D S S ELEC C T C T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X ST W W W W W W W W W W W W W X X X X X X ST ST ST ST ST ST ST ST SS E D D D VAULT ELEC C S CONTROL IRR CONTROL IRR CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC C S C S X X ST ST ST ST X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST E D D VAULT ELEC C S CONTROL IRR CONTROL IRR IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ELEC C S X X ST X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST C.O. VAULT ELEC W W W IRR X 4958 4960 4965 4970 4975 4958 4960 4965 4970 4975 9+75 10+00 11+00 11+50 PROPOSED 5' DIA. STORM MH A1 STA: 10+00.00 RIM: 4970.10 INV IN: 4961.05 15" RCP (NW) INV IN: 4959.30 36" RCP (SW) INV OUT: 4959.30 36" RCP (NE) 58.64 LF 15" RCP @ 0.80% PROPOSED STORM INLET A2 STA: 10+58.64 FL: 4969.49 INV IN: 4961.52 12" HDPE (NW) INV OUT: 4961.52 15" RCP (SE) 56.71 LF 12" HDPE @ 0.80% PROPOSED CONNECTION TO BUILDING STA: 11+29.31 INV OUT: 4962.09 12" HDPE (SE) EXISTING GROUND FINISH GROUND STA.=10+52.19 ASSUMED T.O.P. = 4965.14 EX. FIBER OPTIC STA.=10+45.69 ASSUMED T.O.P. = 4964.70 EX. ELECTRIC STA.=10+44.56 ASSUMED T.O.P. = 4964.55 EX. IRRIGATION STA.=10+41.42 ASSUMED T.O.P. = 4964.50 EX. ELECTRIC STA.=10+38.66 ASSUMED T.O.P. = 4964.71 EX. CABLE TV STA.=10+31.17 ASSUMED T.O.P. = 4965.24 EX. GAS STA.=10+24.73 ASSUMED T.O.P. = 4965.53 EX. TELEPHONE STA.=10+74.26 ASSUMED T.O.P. = 4965.80 PROPSOED ELECTRIC STA.=10+11.42 INV. = 4958.72 EX. SANITARY SEWER STA.=10+22.11 ASSUMED T.O.P. = 4965.15 EX. WATER P-Strm-B 4962 4965 4970 4975 4962 4965 4970 4975 9+75 10+00 11+00 12+00 EXISTING 6' DIA. STORM MH B1 STA: 10+00.00 RIM: 4970.41 INV IN: 4963.58 36" RCP (NW) INV IN: 4963.76 15" RCP (NE) INV IN: 4965.69 12" RCP (SW) INV OUT: 4963.51 36" RCP (SE) 59.05 LF 15" RCP @ 0.50% (PUBLIC) PROPOSED STORM INLET B2 W/ DRIVEWAY GRATE STA: 10+59.05 FL: 4971.07 INV IN: 4964.06 15" HDPE (NE) INV IN: 4964.06 15" RCP (SE) INV OUT: 4964.06 15" RCP (SW) 96.10 LF 15" HDPE @ 0.50% (PRIVATE) PROPOSED STORM INLET B4 STA: 11+55.15 FL: 4969.79 INV IN: 4964.54 15" HDPE (NE) INV OUT: 4964.54 15" HDPE (SW) 7.88 LF 15" HDPE @ 0.50% (PRIVATE) PROPOSED STORM INLET B5 STA: 11+63.02 FL: 4968.24 INV OUT: 4964.57 15" HDPE (SW) EXISTING GROUND FINISH GROUND EX. EX. EX. CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) STA.=10+50.27 ASSUMED T.O.P. = 4967.39 EX. WATER STA.=10+64.59 ASSUMED T.O.P. = 4967.40 EX. ELECTRIC STA.=10+67.12 ASSUMED T.O.P. = 4967.33 EX. GAS FINISH GROUND S D S C P-Strm-C 4962 4965 4970 4975 4962 4965 4970 4975 9+75 10+00 11+00 PROPOSED STORM INLET C2 CONTECH FILTERRA BIORETENTION SYSTEM STA: 10+50.50 FL: 4970.34 INV OUT: 4964.31 15" RCP (NW) 50.50 LF 15" RCP @ 0.50% EXISTING GROUND CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) PROPOSED STORM INLET B2 W/ DRIVEWAY GRATE STA: ??? FL: 4971.07 INV IN: 4964.06 15" HDPE (NE) INV IN: 4964.06 15" RCP (SE) INV OUT: 4964.06 15" RCP (SW) FINISH GROUND S T T T T T T T T T X X W W W W W W W W W W SS SS SS SS SS SS SS E E E E E E E E G G G G G S S S D S D D D S S GAS X ST ST X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST C.O. X X X X X X X X X X X M M M M M M G C.O. X 4" SS 6" SS T T 8" F 4" SS 4" SS E AC S S S D S D D D S S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR GAS T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR CONTROL IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR 3' 6" 6" 2" 6" 6" 6" 1' 1' 4 1 1 2" 1 2" R. 2" R. GUTTER EDGE MAY BE TAPERED OR BATTERED. (TYPICAL FOR ALL CURB & GUTTER TYPES.) \A1;3' 6" 6" 6" 1' 4 1 2" 1 1 2" R. 2" R. 2% TYP. (SEE GRADING PLAN) No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C601 DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. E AC IRR IRR IRR VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL {DRAWING FILENAME: D:\Projects\947-002\Dwg\Site\947-002_HCP.dwg LAYOUT NAME: HCP DATE: Jun 11, 2015 - 11:35am CAD OPERATOR: fred LIST OF XREFS: [NES-xborder] [947-002_xEXST] [947-002_xSITE] [947-002_xUTIL] [FOCO Hotel 24x36 TB]} 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS \A1;12" \A1;12" GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 3" - 6" ROCK PAVED SURFACE A SECTION A VTC CWA VEHICLE TRACKING CONTROL PAD NOT TO SCALE CONCRETE WASHOUT AREA NOT TO SCALE ROCK SOCK DETAIL NOT TO SCALE ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. MAINTENANCE NOTES: 1. 2. 3. CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC SIGN "CONSTRUCTION ENTRANCE" \A1;R=5' \A1;20' MIN. NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA RUNOFF SEDIMENT BASIN OR OTHER FILTERING MEASURES. SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE 1. INSPECT AND REPAIR FILTER AFTER EACH STORM GENERAL NOTES: 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. SECTION A-A PLAN VIEW 2 IN. X 4 IN. WOOD STUD WIRE SCREEN CURB INLET FILTER WATER OVERFLOW GRAVEL FILTER WIRE SCREEN A A 2 IN. X 4 IN. WOOD STUB CURB INLET WIRE SCREEN (APPROX. 1/2 IN. MESH) CONCRETE BLOCK GRAVEL FILTER (APPROX. 3/4 IN. DIA.) CURB INLET PROTECTION NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON {GENERAL NOTES: }1.INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. 2.CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3.WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". 4.IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. 5.OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. 3.TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. 4.INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. 5.WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) IP 1'-6'' MAX. WRAP WOOD FRAME WITH GEOTEXTILE AND STAPLE TO FRAME. GATHER EXCESS AT CORNERS. DROP INLET BLOCK {AND GRAVEL FILTER} {\LDROP INLET SILT FENCE BOX} BURY GEOTEXTILE AT A DEPTH OF 6'' X 6'' 300 DROP INLET PROTECTION 301 303 304 305 TEMPORARY CONSTRUCTION FENCE WITH ROCK SOCK NOT TO SCALE 302 TEMPORARY CHAIN-LINK FENCE ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK SIDE VIEW CF No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C603 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale IRR C S FO FO FO T T T W W W W W X ST ST ST SS SS SS SS SS SS W W CTV CTV CTV CTV E E E E E E E E E E E E E E G G G G X OUTFALL TO CITY STORM INV. = 61.05 TIE TO BUILDING OUTFALL INV. = 62.35 INTERNAL DRAINS (REFER TO PLUMBING PLANS) WATER QUALITY VAULT INV. = 63.19 (20' x 10.5') DETENTION VAULT INV. = 63.09' (20' x 6.5') 2" W 2" W W W E E E \A1;6.5' A A B B **ALL INTERNAL DRAINS TO CONNECT DIRECTLY TO THE WATER QUALITY VAULT AND INSTALLED WITH A DIFFUSION BAFFLE. ACCESS MANHOLE ELEVATION = 69.09 ACCESS MANHOLE ELEVATION = 69.09 EMERGENCY OVERFLOW PIPE (INV. 67.11') EMERGENCY OVERFLOW PIPE (INV. 67.11') 18" SAND MEDIA 18" WATER QUALITY 12" 8" INLET PIPE INV. = 67.09 4" PERFORATED UNDERDRAIN SURROUNDING BY GRAVEL INV. = 63.09 5" ORIFICE PLATE 12" OUTLET PIPE COVERING 12" OUTLET PIPE INV. = 63.09 VAULTS TO BE HYDRAULICALLY CONNECTED THROUGH PIPES OR BLOCK-OUTS 8" 8" 8" 6.5' DIFFUSION BAFFLE 2'x2' GRAVEL PAD 0.5% 0.5% 4' DETENTION VOLUME 0.5% 10.5' 0.5% 4" PERFORATED UNDERDRAIN SURROUNDED BY GRAVEL SLOPE @ 0.5% UPSTREAM 4" CLEANOUT DOWNSTREAM 4" CLEANOUT 20' EMERGENCY OVERFLOW PIPE (INV. 67.11') 4" OUTLET PIPE (INV. = 63.09) 12" 18" 8" ACCESS MANHOLE ELEVATION = 69.09 CDOT CLASS C FILTER MATERIAL WASHED ASTM No. 57 No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C602 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale STORMWATER BEDDING REQUIREMENTS NOT TO SCALE 201 CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 STANDARD MANHOLE 11/7/00 D-3 NBJ MANHOLE SHALL BE AS FOLLOWS: NOTE: MINIMUM INSIDE DIAMETER OF 27 IN. TO 42 IN. (INCL.) 24 IN. OR LESS VARIABLE ALTERNATE BASE 8 IN. MIN. 6 IN. 1 SLOPE IN./FT. RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE 2 IN. MIN. POURED INVERT 8 IN. MIN. 1 FT. 1 IN./FT. SLOPE 2 IN. 18 IN. MAX 48 IN. MAX. DEPTH 30 IN. MIN. DEPTH 5 FT. MIN. DEPTH RUNGS 12" O.C. MANHOLE 8 IN. SEE NOTE 24 IN. 24 IN. RING AND COVER - 400 LB. OR APPROVED EQUAL DENVER HEAVY BY MACLEAR FINISHED GRADE 16 IN. MAX 28 IN. MAX 48 IN. 72 DIAMETER 60 IN. IN. MIN. MANHOLE POURED CONCRETE INSIDE AND OUT GROUT BASE TO CONE BASE MANHOLE SECTIONS ASTM C-478 INSIDE AND OUT GROUT SHIPLAP JOINT ECCENTRIC CONE ASTM C-478 GROUTED INSIDE AND OUT ADJUSTMENT SHIM BRICK &/OR CONCRETE GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL. PLAN VIEW A A B B 35 3/4 IN. 6 IN. 23 3/4 IN. 3 IN. CIR. O.F. 2 IN. CIR L.F. #4 @ 12 IN. CTRS. (TYP.) #4 @ 12 IN. CTRS. F #4 BAR CONCRETE PIPE O.D. 3 IN. CIR. CONCRETE PIPE I.D. D SECTION A-A SECTION B-B 12 IN. LAP DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT PIPE AROUND #4 12 IN. MIN. INLET GRATES CTRS. (TYP.) #4 @ 12 IN. 2 IN. CIR L.F. 3 IN. CIR. O.F. 28 1/4 IN. 6 IN. 16 1/4 IN. H AND FLOOR 6 IN. TYPICAL WALLS 12 IN. SPACING STEP MAX. APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 NBJ 12/8/00 D-9A AREA INLET STORM SEWER MANHOLE NOT TO SCALE 202 AREA INLET NOT TO SCALE 203 NYLOPLAST INLET NOT TO SCALE 204 PLAN VIEW OF SAND FILTER NOT TO SCALE 205 SECTION A-A OF SAND FILTER NOT TO SCALE 206 SECTION B-B OF SAND FILTER NOT TO SCALE 207 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale WATER BEDDING REQUIREMENTS NOT TO SCALE 101 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS %%UNOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %%uGENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. %%UPLAN 48" DIA. VIEW BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 STANDARD CONCRETE THRUST BLOCKS NOT TO SCALE 102 FIRE HYDRANT NOT TO SCALE 103 TYPICAL WATER SERVICE NOT TO SCALE 104 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 WATER BEDDING REQUIREMENTS NOT TO SCALE 105 STANDARD CONCRETE THRUST BLOCKS NOT TO SCALE 106 SANITARY SEWER BEDDING REQUIREMENTS NOT TO SCALE 108 TYPICAL SANITARY SEWER SERVICE NOT TO SCALE 107 Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C600 CONSTRUCTION DETAILS F. Wegert F. Wegert Not to Scale Transition back of walk (typ.) Broom finish Broom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varies * (max.) A A 5' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish BACK OF WALK / LANDING Retaining Curb (Optional) 12" (max.) (min.) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies * Detectable Warning REVISION NO: 2 DATE: 02/17/15 DRAWING STREET STANDARDS DRAWINGS 1603 URBAN AREA LARIMER COUNTY ACCESS RAMP DETAILS CONSTRUCTION NOT TO SCALE 1/4" per ft. 1" per ft. 1" per ft. 1" per ft. 1" per ft. On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed 02/17/15 TRUNCATED DOME WARNING FOR ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1607 DRAWING DATE: Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb FOC -Face of Curb -Flow line Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC NOT TO SCALE See Note 3 ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING TYPICAL CURB & GUTTER NOT TO SCALE 001 SIDEWALK DETAIL NOT TO SCALE 002 HANDICAP RAMP NOT TO SCALE 003 TRUNCATED WARNING DOMES NOT TO SCALE 004 CURB & GUTTER ALONG LINDEN STREET NOT TO SCALE 005 PRIVATE CURB AND GUTTER NOT TO SCALE 006 CONTROL IRR CONTROL IRR VAULT ELEC VAULT CABLE ELEC C T C VAULT ELEC C S C S T X ST ST X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST C.O. C ABLE TELE VAULT CABLE VAULT ELEC W W W W IRR X X X X X X X X X X X M M TELE M M AC AC WV WV M M C CONTROL IRR W S O G E C.O. X T T 8" F LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET STAIRS STAIRS PROPOSED SIDEWALK EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY PROPOSED STORM SEWER MANHOLE EXISTING STORM SEWER MANHOLE PROPOSED STORM SEWER UNDER FLOWLINE PROPOSED AREA INLET PROPOSED TOP BACK OF VERTICAL CURB BASIN 1 WATER QUALITY TREATMENT PROVIDED IN PROPOSED SAND FILTER (SEE DRAINAGE REPORT) BASIN 3 WATER QUALITY TREATMENT PROVIDED IN EXISTING BAYSAVER PER DOWNTOWN RIVER DISTRICT REPORT AND PLANS (SEE DRAINAGE REPORT) NO BUILD EASEMENT PROPOSED RIGHT-OF-WAY EX. 36" RCP STORM SEWER @ 1.89% EX. 36" RCP STORM SEWER @ 0.36% EX. 36" RCP STORM SEWER @ 0.11% EX. 6' Ø STORM SEWER MANHOLE PROPOSES STORM SEWER (PRIVATE) PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE 1 0.23 3 0.15 2 0.03 1 3 2 4 0.005 4 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF WILLOW STREET (ROW VARIES) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT EXISTING CURB INLET PROPOSED SANITARY SEWER SERVICE BY DIRECTIONAL BORE REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C501 EROSION CONTROL PLAN A.Cvar F. Wegert 1" = 20' A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac 80 79 5015 5013 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOURS DESIGN POINT FLOW ARROWS EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED VERTICAL CURB & GUTTER EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED STORM SEWER PROPOSED STORM INLET LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROPOSED ASPHALT PAVEMENT (FULL DEPTH) PROPOSED ASPHALT OVERLAY RS IP RS RS RS RS RS RS IP IP IP IP INLET PROTECTION ROCK SOCK TEMPORARY BMP'S RS IP TEMPORARY CHAIN LINK CONSTRUCTION FENCE WITH ROCK SOCK SEDIMENT CONTROL CF NOTES: 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION OF OVERLOT GRADING. 5. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 6. REFER TO THE "FINAL DRAINAGE REPORT FOR CONFLUENCE LOT 2" BY NORTHERN ENGINEERING, DATED DECEMBER 13, 2017 FOR ADDITIONAL INFORMATION. 7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 8. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 9. SEE SHEET C001 - GENERAL & CONSTRUCTION NOTES - OF THE UTILITY PLANS FOR ADDITIONAL EROSION CONTROL NOTES. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. RS RS {A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. }{J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. } {M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. N.ALL ROOFTOP DRAINAGE SHALL BE BLOCKED FROM ENTRY INTO SAND FILTER AND STORM SEWER DURING CONSTRUCTION. O.CONTRACTOR TO PROVIDE EROSION CONTROL MEASURES FOR THE FOLLOWING: ·ENTRANCE CONTROL DIAGRAM ·MATERIAL STORAGE AREAS ∂ ∂ ∂ EROSION CONTROL NOTES: RS RS RS IP RS RS RS RS 4" SS 4" SS 4" SS LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET STAIRS STAIRS PROPOSED SIDEWALK PROPOSED ASPHALT WALK EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY PROPOSED STORM SEWER MANHOLE EXISTING STORM SEWER MANHOLE PROPOSED STORM SEWER UNDER FLOWLINE PROPOSED AREA INLET PROPOSED TOP BACK OF VERTICAL CURB 1 0.23 3 0.15 2 0.03 BASIN 1 WATER QUALITY TREATMENT PROVIDED IN PROPOSED SAND FILTER (SEE DRAINAGE REPORT) BASIN 3 WATER QUALITY TREATMENT PROVIDED IN EXISTING BAYSAVER PER DOWNTOWN RIVER DISTRICT REPORT AND PLANS (SEE DRAINAGE REPORT) 1 3 2 NO BUILD EASEMENT PROPOSED RIGHT-OF-WAY EX. 36" RCP STORM SEWER @ 1.89% EX. 36" RCP STORM SEWER @ 0.36% EX. 36" RCP STORM SEWER @ 0.11% 4 0.005 4 PROPOSED AREA INLET EX. 6' Ø STORM SEWER MANHOLE PROPOSED CURB INLET PROPOSES STORM SEWER (PRIVATE) PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE OS1 0.35 SEE OFFSITE BASIN EXHIBIT IN DRAINAGE REPORT FOR OFFSITE BASIN OS1 OS1 WILLOW STREET (ROW VARIES) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C500 DRAINAGE PLAN A.Cvar F. Wegert 1" = 20' A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac 80 79 5015 5013 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOURS DESIGN POINT FLOW ARROWS 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE "FINAL DRAINAGE REPORT FOR CONFLUENCE LOT 2" BY NORTHERN ENGINEERING, DATED DECEMBER 13, 2017 FOR ADDITIONAL INFORMATION. NOTES: EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED VERTICAL CURB & GUTTER EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED STORM SEWER PROPOSED STORM INLET LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROPOSED ASPHALT PAVEMENT (FULL DEPTH) PROPOSED ASPHALT OVERLAY DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 0.23 0.95 1.00 5.0 5.0 0.6 2.3 2 2 0.03 0.95 1.00 5.0 5.0 0.1 0.3 3 3 0.15 0.95 1.00 5.0 5.0 0.4 1.5 4 4 0.01 0.95 1.00 5.0 5.0 0.0 0.1 X X X X X X X X X M W V G G 50.50 LF 15" RCP @ 0.50% STORM INLET C2 STA 10+50.50 N: 132243.21 E: 195809.31 WILLOW STREET (ROW VARIES) PROPOSED BUILDING EX. 6" DIP WATER MAIN EX. RIGHT-OF-WAY STORM INLET B2 STA ??? N: 132273.66 E: 195769.02 PROPOSED CURB & GUTTER PER CITY OF FORT COLLINS EX. 24" SANITARY SEWER MAIN STORM SEWER B SEE SHEET C403 REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C404 STORM SEWER C PLAN & PROFILE F. Wegert F. Wegert 1" = 10' EXISTING TREES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 6" SANITARY SEWER SERVICE 6" SS PROPOSED 2" DOMESTIC WATER SERVICE 2" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CABLE TELEVISION CTV EXISTING FIBER OPTIC FO NOTES: PROPOSED LIGHTS (RE: ARCHITECT) PROFILE SCALE: HORIZ. VERT. 1" = 1' 1" = 10' 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. UNLESS NOTED, ALL PROPOSED STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. 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. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET C2 AREA INLET S T T T T X X ST ST W W W W W W W W W W ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS E E E E G X X X X X X X X X X X X X M W V X X G G WILLOW STREET (ROW VARIES) PROPOSED BUILDING EX. 6" DIP WATER MAIN EX. RIGHT-OF-WAY EX. 24" SANITARY SEWER MAIN EX. 36" RCP STORM SEWER (PUBLIC) EX. 12" RCP STORM SEWER 320 WILLOW STREET 316 WILLOW STREET EX. STORM MH B1 STA 10+00.00 N: 132220.32 E: 195743.68 59.05 LF 15" RCP @ 0.50% (PUBLIC) STORM INLET B2 STA 10+59.05 N: 132273.66 E: 195769.02 96.10 LF 15" HDPE @ 0.50% (PRIVATE) STORM INLET B4 STA 11+55.15 N: 132345.47 E: 195832.89 7.88 LF 15" HDPE @ 0.50% (PRIVATE) STORM INLET B5 STA 11+63.02 N: 132351.35 E: 195838.12 EX. 36" RCP STORM SEWER(PUBLIC) CONNECT PROPOSED 15" RCP STORM SEWER TO EXISTING MANHOLE (CORE & SEAL) PRESERVE & PROTECT EXISTING FENCE EXISTING EDGE OF ASPHALT EXISTING DOOR THRESHOLD ELEV. = 4970.74 13.8' BUILDING FACE TO EDGE OF PIPE 18" FENCE LINE TO OUTER PIPE 5.0' SETBACK FROM LOT LINE EXISTING FENCE EXISTING PROPERTY LINE REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C403 STORM SEWER B PLAN & PROFILE F. Wegert F. Wegert 1" = 10' EXISTING TREES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 6" SANITARY SEWER SERVICE 6" SS PROPOSED 2" DOMESTIC WATER SERVICE 2" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CABLE TELEVISION CTV EXISTING FIBER OPTIC FO NOTES: PROPOSED LIGHTS (RE: ARCHITECT) PROFILE SCALE: HORIZ. VERT. 1" = 1' 1" = 10' 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. UNLESS NOTED, ALL PROPOSED STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. 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. 10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 11. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 12. ANY PRIVATE FEATURES ON ADJOINING PROPERTIES EXISTING PRIOR TO CONSTRUCTION - INCLUDING SIDEWALKS, PRIVATE FENCES, RETAINING WALLS, AND VEGETATION - DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THEIR PRE-CONSTRUCTION OR BETTER CONDITIONS. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET B2 AREA INLET STORM INLET B4 AREA INLET STORM INLET B5 AREA INLET STA.=10+39.55 ASSUMED T.O.P. = 4964.65 EX. ELECTRIC EX. EX. PROPOSED STORM INLET A3 STA: ??? FL: 4971.13 INV IN: 4961.97 12" HDPE (NW) INV IN: 4961.97 6" PVC (SW) INV OUT: 4961.97 12" HDPE (SE) 13.96 LF 12" HDPE @ 0.81% E IRR IRR IRR IRR IRR C S FO FO FO FO FO T T T T T W W W W W W W W ST ST ST ST ST ST SS SS SS SS SS SS W CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G 2" W 2" W 2" W 2" W 2" W 2" W W W E E E E E E E E E STORM MH A1 STA 10+00.00 N: 132238.46 E: 195991.71 58.64 LF 15" RCP @ 0.80% STORM INLET A2 STA 10+58.64 N: 132277.46 E: 195947.92 56.71 LF 12" HDPE @ 0.80% CONNECTION TO BUILDING STA 11+29.31 N: 132324.46 E: 195895.14 LINDEN STREET (100' ROW) EXISTING DECK 405 LINDEN STREET PROPOSED BUILDING 3' MIN. EX. 8" PVC SANITARY SEWER EX. RIGHT-OF-WAY PROPOSED STORM SEWER UNDER FLOWLINE EX. 3 4" COPPER WATER SERVICE EX. 12" C900 WATER MAIN EX. 36" STORM SEWER 11.86 LF 6" PVC @ 4.00% 13.96 LF 12" HDPE @ 0.81% STORM INLET A3 STA ??? N: 132315.18 E: 195905.57 PROPOSED 12" NYLOPLAST INLET GRATE: 4969.14 INV OUT: 4962.71 7.00 LF 6" HDPE @ 2.0% No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C402 STORM SEWER A PLAN & PROFILE F. Wegert F. Wegert 1" = 10' EXISTING TREES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 6" SANITARY SEWER SERVICE 6" SS PROPOSED 2" DOMESTIC WATER SERVICE 2" W PROPOSED 6" FIRE SERVICE 6" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CABLE TELEVISION CTV EXISTING FIBER OPTIC FO NOTES: PROPOSED LIGHTS (RE: ARCHITECT) PROFILE SCALE: HORIZ. VERT. 1" = 1' 1" = 10' 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 7. UNLESS NOTED, ALL PROPOSED STORM SEWER AS SHOWN ON THESE DRAWINGS ARE PRIVATE. 8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 9. 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. SCHEDULE OF INLETS: INLET NUMBER TYPE STORM INLET A2 AREA INLET X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M WV WV M M CONTROL IRR W S O G E C.O. X X X X X X T T EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS NO BUILD EASEMENT POUDRE STREET (20' ROW) EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET EX. ASPHALT PATH WILLOW STREET (ROW VARIES) PROPOSED BUILDING (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING) STAIRS STAIRS PROPOSED SIDEWALK EX. 36" RCP STORM SEWER @ 0.11% EX. 36" RCP STORM SEWER EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY PRESERVE & PROTECT TREE PRESERVE & PROTECT EX. TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) MATCH INTO EX. SIDEWALK MATCH INTO EX. SIDEWALK (71.30) 70.00 TC 69.87 TC 70.08 TC 69.87 FL 71.06 FL 69.41 FL 69.14 GRATE 69.48 FL 1.5% 3.4% 3.5% 2.0% 2.0% 1.1% 2.0% 2.0% 1.6% 1.0% 2.0% 2.0% 2.0% 2.0% 2.0% 7.0% 2.0% 2.0% 1.9% 2.0% 2.5% 4.7% 2.9% 3.7% 3.1% 3.6% 2.6% LOWER FINISH FLOOR ELEV = 4970.08 UPPER FINISH FLOOR ELEV = 4971.25 71.24 TC 71.23 TC 71.23 TC 71.24 TC 71.24 TC 71.00 GRD 71.23 TC 71.23 TC 71.23 TC 1.1% 69.25 TC/FF 69.45 TC 69.00 TC/FF 69.65 (69.45) 69.84 (69.94) (69.45) 9.9% 8:1 6.6% 10:1 70.40 GRD 4:1 4:1 70.00 GRD GRD:69.70 TC:70.23 (69.44) 1.5% 71.12 TC/TS 69.97 TC 69.92 TC 69.46 GRATE 2.0% 68.77 TC 69.00 TC/FF 69.25 TC/FF 2.0% 1.5% 1.6% 70.08 TC 1.5% EXISTING DOOR THRESHOLD ELEV. = 4971.42 EXISTING DOOR THRESHOLD ELEV. = 4971.42 PROPOSED STORM SEWER A UNDER FLOWLINE (SEE SHEET C402) PROPOSED AREA INLET 71.25 FF 71.00 GRD 2.0% 70.06 GRD/BW 4.1% 2.0% 69.03 FL 70.24 GRD APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER EXISTING DOOR THRESHOLD ELEV. = 4970.74 EXISTING DOOR THRESHOLD ELEV. = 4971.11 EXISTING DOOR THRESHOLD ELEV. = 4971.20 3:1 2:1 3:1 5:1 (2.8%) (3.0%) 10.8% 5.3% (71.72) REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA 71.17 BW 70.01 BW INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT 69.65 (69.68) 3.1% 3.8% 2.6% 3:1 5.0% 68.57 FL (2.8%) 68.71 FL 71.00 GRD 69.99 GRD 70.00 GRD 68.28 FL 2:1 5.0% 5:1 INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT INSTALL VERTICAL CURB AGAINST BUILDING AND BASEMENT ENTRANCE 69.16 FL 69.71 FL 6.9% 68.77 FL 6.6% (70.34) GRD (70.57) GRD 68.96 FL 1.4% 1.5% 1.5% 70.24 GRD 25.5% 55.4% 9:1 71.00 GRD (69.43) 6:1 3:1 70.25 GRD 70.28 FL (69.82) GRD 5:1 3:1 70.00 GRD SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. 7:1 8:1 EXISTING 6' Ø STORM SEWER MANHOLE RIM = 4971.36 EX. INV IN = 4963.40 (36" RCP; NW) EX. INV OUT = 4963.18 (36" RCP; SE) EX. 6' Ø STORM SEWER MANHOLE 2:1 1.5% REPLACE ENTRANCE INTO BASEMENT (71.00) (70.97) (70.63) (70.11) 70.16 GRD MATCHLINE SEE SHEET C400 MATCHLINE SEE SHEET C400 MATCH INTO BACK OF EXISTING RIBBON CURB MATCH INTO BACK OF EXISTING RIBBON CURB MATCH INTO BACK OF EX. RIBBON CURB (69.02) (68.91) (68.71) (68.50) 3:1 6:1 7:1 10:1 9:1 3:1 3:1 68.68 FL 68.86 FL 1.4% 1.4% 5:1 (69.93) (69.58) (69.97) 5.0% EXISTING SHED 69.89 GRD (69.83) (70.00) (70.13) 68.28 FL (69.94) (69.95) 70.99 71.00 71.00 71.00 71.07 70.98 3.1% 3.2% 3.1% PROPOSED STORM SEWER B SEE SHEET C403 6:1 20:1 6.6% 6.5% 4:1 4:1 1.5% 2.0% THICKEN CONCRETE EDGE 70.20 GRD 71.25 GRD/TC 4.4% 5.2% 2.4% 26:1 2.4% 14.4% 12.4% 2.1% 2.0% 4.5% 4.6% 4.5% 71.15 FL 70.79 FL 70.93 FL 1.5% 1.0% 0.5% 0.5% 2.4% (8.6%) (3.1%) (4.9%) (5.6%) (9.2%) (4.9%) CONSTRUCT CURB & GUTTER AGAINST BUILDING. DRAIN FLOWLINE OF CURB TOWARDS POUDRE ST. AT EX. GRADE (69.82) (69.79) (70.02) REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA 2.1% 9.9% 1.5% 70.25 GRD GRD:(70.05) GRD:70.68 GRD:(69.90) GRD:70.42 GRD:(69.97) GRD:70.62 GRD:(69.95) GRD:70.39 WD:(71.08) TC:71.50 WD:(71.07) TC:71.50 WD:(70.15) TC:71.50 WD:(70.08) TC:71.50 69.31 FL 3:1 3:1 70.25 GRD 70.37 GRD 70.31 GRD 5.2% 1.5% 7.7% TC 71.50 TC 71.50 69.37 FL No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 C401 GRADING PLAN (NORTH HALF) F. Wegert F. Wegert 1" = 10' EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED VERTICAL CURB & GUTTER EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB INV - INVERT TOG - TOP OF GRATE WD - TOP OF EXISTING WOODEN PANEL COVERING BASEMENT GRD - ELEVATION AT EXTERIOR WALL OR DOOR EXISTING AIR CONDITIONING UNIT AC SEE DETAIL ON THIS SHEET SPOT ELEVATIONS AT EX. BASEMENT ENTRANCE NOT TO SCALE NOTES: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING THE STORM SEWER AT ALL TIMES OR BMP'S WILL BE REQUIRED PER CITY OF FORT COLLINS REGULATIONS. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 14. ANY PRIVATE FEATURES ON ADJOINING PROPERTIES EXISTING PRIOR TO CONSTRUCTION - INCLUDING SIDEWALKS, PRIVATE FENCES, RETAINING WALLS, AND VEGETATION - DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THEIR PRE-CONSTRUCTION OR BETTER CONDITIONS. PROPOSED ASPHALT PAVEMENT (FULL DEPTH) PROPOSED ASPHALT OVERLAY ST ST ST ST ST ST ST ST ST ST ST ST ST V AULT ELEC W W W IRR X X X X X X X X X X X X X X X X X M WV X X 0.9% LINDEN STREET (100' ROW) EX. SIDEWALK EX. SIDEWALK WITH PAVERS EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING 320 WILLOW STREET EX. ASPHALT PATH WILLOW STREET (ROW VARIES) PROPOSED BUILDING (SEE ARCHITECTURAL DRAWINGS FOR GARAGE FIRST FLOOR GRADING) STAIRS STAIRS PROPOSED SIDEWALK EX. 36" RCP STORM SEWER @ 0.11% EX. 36" RCP STORM SEWER EX. 12" RCP STORM SEWER EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PROPOSED TOP BACK OF VERTICAL CURB PRESERVE & PROTECT EX. TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) SAWCUT LINE (TYP.) MATCH INTO EX. CURB, GUTTER, & SIDEWALK EXISTING HANDICAP RAMP (TYP.) MATCH INTO EX. SIDEWALK MATCH INTO EXISTING CURB & GUTTER SAWCUT LINE (TYP.) MATCH INTO EX. SIDEWALK MATCH INTO EX. CURB & GUTTER (68.31) FL 69.15 FL 70.39 FL 70.47 FL (70.56) FL (71.30) 70.00 TC 69.87 TC 70.08 TC 69.87 FL 71.06 FL 69.41 FL 69.14 GRATE 69.48 FL 1.5% 3.4% 3.5% 2.0% 2.0% 1.1% 2.0% 2.0% 1.6% 1.0% 2.0% 2.0% 2.0% 2.0% 2.0% 7.0% 2.0% 2.0% 1.9% 2.0% 2.5% 2.7% 0.9% 2.8% 1.0% LOWER FINISH FLOOR ELEV = 4970.08 UPPER FINISH FLOOR ELEV = 4971.25 71.24 TC 71.23 TC 71.23 TC 71.24 TC 71.24 TC 71.00 GRD 71.23 TC 71.23 TC 71.23 TC PROPOSED STORM SEWER MANHOLE 1.1% (70.93) FL 69.65 (69.45) 69.84 (69.94) (69.45) 9.9% 8:1 6.6% 10:1 70.40 GRD 4:1 4:1 70.00 GRD GRD:69.70 TC:70.23 (69.44) 1.5% 2.4% 71.12 TC/TS 69.97 TC 69.92 TC 69.46 GRATE 2.0% 2.0% 1.5% 1.6% 70.08 TC 1.5% EXISTING DOOR THRESHOLD ELEV. = 4971.42 EXISTING DOOR THRESHOLD ELEV. = 4971.42 PROPOSED STORM SEWER A UNDER FLOWLINE (SEE SHEET C402) PROPOSED AREA INLET 71.25 FF PROPOSED TOP BACK OF VERTICAL CURB 2.0% 5.0% 70.06 GRD/BW 4.1% (69.46) (69.80) 1.0% 2.0% (3.6%) 69.03 FL 70.24 GRD EXISTING DOOR THRESHOLD ELEV. = 4970.74 EXISTING DOOR THRESHOLD ELEV. = 4971.20 3:1 10.8% 5.3% (71.72) REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA (1.7%) 71.17 BW 70.01 BW INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT 69.65 (69.68) 68.57 FL (2.8%) FL GRD 70.00 GRD 68.28 FL 2:1 5.0% 5:1 INSTALL VAPOR/MEMBRANE AGAINST EXISTING BUILDING AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT INSTALL VERTICAL CURB AGAINST BUILDING AND BASEMENT ENTRANCE 69.16 FL 69.71 FL 6.9% 68.77 FL 6.6% (70.34) GRD 1.4% 1.5% 3:1 70.25 GRD 70.28 FL (69.82) GRD 5:1 70.00 GRD SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. SWALE WITH FL @ 1.5% MIN. EXISTING 6' Ø STORM SEWER MANHOLE RIM = 4971.36 EX. INV IN = 4963.40 (36" RCP; NW) EX. INV OUT = 4963.18 (36" RCP; SE) EX. 6' Ø STORM SEWER MANHOLE 2:1 1.5% REPLACE ENTRANCE INTO BASEMENT (71.00) (70.97) (70.63) (70.11) 70.16 GRD MATCHLINE SEE SHEET C401 MATCHLINE SEE SHEET C401 3:1 6:1 7:1 10:1 9:1 3:1 3:1 68.68 FL 68.86 FL 1.4% 1.4% 5:1 (69.93) (69.58) (69.97) 5.0% EXISTING SHED 68.28 FL (69.94) (69.95) 69.35 FL 70.99 71.00 71.00 71.00 71.07 70.98 3.1% 3.2% 3.1% (71.10) FL PROPOSED STORM SEWER B SEE SHEET C403 6:1 20:1 6.6% 6.5% 4:1 4:1 1.5% 2.0% THICKEN CONCRETE EDGE 70.20 GRD 71.25 GRD/TC 4.4% 5.2% 2.4% 26:1 2.4% 14.4% 12.4% 2.1% 2.0% 4.5% 4.6% 4.5% 71.15 FL 70.79 FL 70.93 FL 1.5% 1.0% 0.5% 0.5% 2.4% REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA 2.1% 68.71 FL No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 NOTES: C400 GRADING PLAN (SOUTH) F. Wegert F. Wegert 1" = 10' EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED VERTICAL CURB & GUTTER EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SAW CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM ENTERING THE STORM SEWER AT ALL TIMES OR BMP'S WILL BE REQUIRED PER CITY OF FORT COLLINS REGULATIONS. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 14. ANY PRIVATE FEATURES ON ADJOINING PROPERTIES EXISTING PRIOR TO CONSTRUCTION - INCLUDING SIDEWALKS, PRIVATE FENCES, RETAINING WALLS, AND VEGETATION - DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THEIR PRE-CONSTRUCTION OR BETTER CONDITIONS. 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB INV - INVERT TOG - TOP OF GRATE GRD - ELEVATION AT EXTERIOR WALL OR DOOR EXISTING AIR CONDITIONING UNIT AC PROPOSED ASPHALT PAVEMENT (FULL DEPTH) PROPOSED ASPHALT OVERLAY SEE DETAIL ON SHEET C401 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E G G G G G X X X X X X X X X X X X X X X X X X X X X X X M M T ELE M M AC AC WV WV M M C CONTROL IRR W S O G E C.O. X X X X X X POUDRE STREET POUDRE STREET (20' ROW) 409 LINDEN STREET PROPOSED BUILDING 405 LINDEN STREET 310 WILLOW STREET 4" SS 6" SS G G E E T T E E E E E E E 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS E E E E EX. 24" SANITARY SEWER MAIN PROPOSED BUILDING PROPOSED BUILDING EX. 8" PE SANITARY SEWER @ 0.74% EXISTING TRANSFORMER TO BE RELOCATED ON OPPOSITE SIDE OF POUDRE STREET WITHIN EXISTING EASEMENT. INSTALL TRAFFIC RATED VAULT FOR EXISTING ELECTRICAL TERMINATIONS. CONTACT FORT COLLINS CITY LIGHT AND POWER FOR VAULT SIZE. PROPOSE GAS SERVICES. SEE MEP PLANS FOR CONTINUATION. PROPOSED 18.3 LF OF 6" PVC RESIDENTIAL SANITARY SEWER SERVICE AT 1.0% AT INVERT ELEVATION 4963.49. SEE PLUMBING PLANS FOR CONTINUATION. PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4970.68 INV IN: 495712 (NE) INV OUT: 4957.12 (SE) EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY CONNECT TO EXISTING GAS MAIN PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT ELECTRIC SERVICE TO BUILDING SERVICE AT EXISTING ELECTRIC METER (RE: MEP) CONNECT TO EX. 3-PHASE ELECTRIC LINE IN LINDEN ST. WITH A PRIMARY DUCT LINE AND VAULT PER UTILITY COMPANY'S SPECIFICATIONS. PROPOSED NYLOPLAST INLET PROPOSED STORM SEWER APPROX. LOCATION OF RELOCATED SHED TO BE COORDINATED WITH ADJACENT PROPERTY OWNER PROPOSE ELECTRIC SERVICE. SEE MEP PLANS FOR CONTINUATION. EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA CONNECT TO EXISTING SANITARY SEWER WITH 8"x4" TAPPING SADDLE AT INVERT ELEVATION 4963.33. CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4963.30. PROPOSED 18.3 LF OF 4" PVC COMMERCIAL SANITARY SEWER SERVICE AT 2.0% AT INVERT ELEVATION 4963.70. SEE PLUMBING PLANS FOR CONTINUATION. EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) EX. 24" SANITARY SEWER MAIN EX. 36" RCP STORM SEWER PROPOSED AREA INLET (SEE SHEET C403) PROPOSED AREA INLET (SEE SHEET C403) MATCHLINE SEE SHEET C300 MATCHLINE SEE SHEET C300 320 WILLOW STREET 316 WILLOW STREET CONTRACTOR TO ABANDON IN PLACE EXISTING SANITARY SEWER SERVICE CONNECT TO EXISTING SANITARY SEWER SERVICE AT INVERT 4964.67. CONTRACTOR TO VERIFY INVERT OF SEWER SERVICE PRIOR TO CONSTRUCTION. CONNECT TO EXISTING SANITARY SEWER MAIN AT INVERT = 4959.78 DIRECT BORE 142.71 LF SANITARY SEWER SERVICE AT 3.4% CONNECT TO EX. 6' Ø STORM SEWER MANHOLE (SEE SHEET C403) STORM SEWER B SEE SHEET C403 STORM SEWER B SEE SHEET C403 PROPOSED AREA INLET (SEE SHEET C403) CONNECT TO SAND FILTER (RE: MEP) 3' MIN. APPROXIMATE LOCATION OF RELOCATED TRANSFORMER VAULT 8' EX. UTILITY EASEMENT PROPOSED NYLOPLAST INLET PROPOSED STORM SEWER CONNECT TO BUILDING DRAIN SYSTEM (RE: MEP) WILLOW STREET (ROW VARIES) EXISTING EDGE OF ASPHALT CONTRACTOR SHALL COORDINATE SANITARY SEWER BORE WITH UTILITY COMPANIES TO AVOID IMPACTING PEDESTALS AND VAULTS. IF NECESSARY, SANITARY SEWER ALIGNMENT SHALL BE REALIGNED TO THE SOUTH TO AVOID CONFLICTING WITH PEDESTALS AND VAULTS. CONTRACTOR SHALL COORDINATE SANITARY SEWER BORE UNDER RAIN GARDEN AND BLOCK STONE WALL WITH OWNER OF 316 WILLOW STREET. (SEE NOTES 15, 16, AND 17.) EXISTING FENCE (SEE NOTES 15, 16, AND 17) EXISTING TREE EDGE OF EXISTING CONCRETE PATH EX. 24" SANITARY SEWER MAIN PROPOSED SWITCH VAULT PER UTILITY COMPANY'S SPECIFICATIONS PROPOSED AREA INLET (SEE SHEET C404) REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA PROPOSED TRANSFORMER (CONNECT TRANSFORMER TO EX. 3-PHASE ELECTRIC LINE IN LINDEN ST. WITH A PRIMARY DUCT LINE AND VAULT PER UTILITY COMPANY'S SPECIFICATIONS.) STORM SEWER C SEE SHEET C404 No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C301 UTILITY PLAN (NORTH HALF) F. Wegert F. Wegert 1" = 10' ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 NOTES: LEGEND: EXISTING TREES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 6" SANITARY SEWER SERVICE 6" SS PROPOSED 2" DOMESTIC WATER SERVICE 2" W PROPOSED 8" FIRE SERVICE 8" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CABLE TELEVISION CTV EXISTING FIBER OPTIC FO PROPOSED LIGHTS (RE: ARCHITECT) 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 1 2" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 1 2" AND 2" WATER SERVICES. 9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. ALL PROPOSED STORM SEWER INFRASTRUCTURE, UNLESS SPECIFIED, SHALL BE PRIVATELY OWNED AND MAINTAINED. 12. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 15. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 16. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 17. ANY PRIVATE FEATURES ON ADJOINING PROPERTIES EXISTING PRIOR TO CONSTRUCTION - INCLUDING SIDEWALKS, PRIVATE FENCES, RETAINING WALLS, AND VEGETATION - DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THEIR PRE-CONSTRUCTION OR BETTER CONDITIONS. DRY UTILITY NOTES 1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2. PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM EXISTING SERVICE LINE AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3. ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER, VAULT, AND PRIMARY LINE FROM THE CONNECTION POINT TO THE PROPOSED TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, VAULT, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE COST OF THE RELOCATION OR MODIFICATION OF EXISTING TRANSFORMERS INCLUDING ANY EXTENSIONS, SPLICES, AND RELOCATION OF EXISTING SERVICES, SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5. ELECTRIC TRANSFORMER VAULT SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND VAULT WITH APPROVED ARCHITECTURAL PLANS AND CITY OF FORT COLLINS LIGHT AND POWER. 6. XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7. IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 1 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 2 3 4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. 5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) 6 CONNECT TO EXISTING ELECTRIC LINE. PROPOSED 4" SANITARY SEWER SERVICE 4" SS VAULT ELEC C S T FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G IRR X X X X X X X X X X X X X X X M WV X X EX. SIDEWALK LINDEN STREET (100' ROW) EX. SIDEWALK EX. SIDEWALK EXISTING DECK 409 LINDEN STREET PROPOSED BUILDING 405 LINDEN STREET 4" SS 4" SS 4" SS 6" SS 6" SS 6" SS CTV G G 2" W 2" W 2" W 2" W 2" W 2" W W W E E E E E E E E E E 8" F 8" F 8" F E PROPOSED BUILDING 3' MIN. 46.3 LF 4" PVC SANITARY SEWER SERVICE AT 4.0% 46.3 LF 6" PVC SANITARY SEWER SERVICE AT 4.0% EX. 12" C900 PVC WATER MAIN EX. 12" C900 PVC WATER MAIN EX. 8" PVC SANITARY SEWER @ 0.40% EX. 36" RCP STORM SEWER @ 1.89% EX. 6" DIP WATER MAIN RELOCATE EXISTING CABLE AMPLIFIER & TELEPHONE BOX RELOCATE EXISTING CABLE TELEVISION PROPOSE GAS SERVICES. SEE MEP PLANS FOR CONTINUATION. CONTINUATION. RELOCATED FIRE HYDRANT PROPOSED 8" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4971.86 INV IN: 4956.76 (NW) INV IN: 4958.03 (NE) INV IN: 4958.06 (SW) INV OUT: 4956.68 (SE) EX. SAN. SEWER MH RIM: 4968.40 INV IN: 4959.06 (NE) INV OUT: 4959.01 (SW) EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. RIGHT-OF-WAY CONNECT TO EXISTING GAS MAIN PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT TO EXISTING STORM SEWER WITH PROPOSED MANHOLE (SEE SHEET C402) CONNECT ELECTRIC SERVICE TO BUILDING SERVICE AT EXISTING ELECTRIC METER (RE: MEP) 1 2 3 PROPOSED NYLOPLAST INLET 1 4 3 PRESERVE & PROTECT EX. WATER METER & CURB STOP 2 1 CONNECT INTO EXISTING 12" WATER MAIN WITH 12"x6" SWIVEL TEE, THRUST BLOCK, AND 6" GATE VALVE. CONNECT TO EXISTING SANITARY SEWER WITH 8"x4" TAPPING SADDLE AT INVERT ELEVATION 4959.21. CONNECT TO EXISTING SANITARY SEWER WITH 8"x6" TEE AT INVERT ELEVATION 4959.22. PROPOSED STORM SEWER 1 4 PROPOSED AREA INLET (SEE SHEET C402) PROPOSE ELECTRIC SERVICE. SEE MEP PLANS FOR CONTINUATION. EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA 5 5 RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. PROPOSED 18.3 LF OF 4" PVC COMMERCIAL SANITARY SEWER SERVICE AT 2.0% AT INVERT ELEVATION 4963.70. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED 4" COMMERCIAL SANITARY SEWER SERVICE AT INVERT ELEVATION 4961.06. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED 6" RESIDENTIAL SANITARY SEWER SERVICE AT INVERT ELEVATION 4961.07. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED COMMERCIAL WATER SERVICE WITH METER & CURB STOP CONNECT INTO EX. 12" WATER MAIN PER CITY'S STANDARDS & REGULATIONS RELOCATE EXISTING ELECTRIC SERVICE PROPOSED STORM SEWER UNDER FLOWLINE 6 MATCHLINE SEE SHEET C301 MATCHLINE SEE SHEET C301 EXISTING 6' Ø STORM SEWER MANHOLE 320 WILLOW STREET EX. 3 4" WATER SERVICE EX. 3 4" COPPER WATER SERVICE EX. 3 4" COPPER WATER SERVICE STORM SEWER A SEE SHEET C402 CONNECT TO SAND FILTER (RE: MEP) STORM SEWER A SEE SHEET C402 3' MIN. 5' MIN. PRESERVE & PROTECT EXISTING POWERLINE LOCATION OF RELOCATED BENCH (RE: LANDSCAPE ARCHITECT) CONNECT INTO EXISTING 12" WATER MAIN WITH 12"x8" TAPPING SADDLE, THRUST BLOCK, AND 8" GATE VALVE. PROPOSED NYLOPLAST INLET PROPOSED STORM SEWER CONNECT TO BUILDING DRAIN SYSTEM (RE: MEP) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT PROPOSED RESIDENTIAL WATER SERVICE WITH METER & CURB STOP WILLOW STREET (ROW VARIES) REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C300 UTILITY PLAN (SOUTH HALF) F. Wegert F. Wegert 1" = 10' LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 EXISTING TREES PROPOSED UNDERGROUND ELECTRIC E PROPOSED 6" SANITARY SEWER SERVICE 6" SS PROPOSED 2" DOMESTIC WATER SERVICE 2" W PROPOSED 8" FIRE SERVICE 8" F PROPOSED TELECOMMUNICATIONS T CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D EXISTING GAS G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CABLE TELEVISION CTV EXISTING FIBER OPTIC FO 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 1 2" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 1 2" AND 2" WATER SERVICES. 9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. ALL PROPOSED STORM SEWER INFRASTRUCTURE, UNLESS SPECIFIED, SHALL BE PRIVATELY OWNED AND MAINTAINED. 12. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 17. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 18. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 19. ANY PRIVATE FEATURES ON ADJOINING PROPERTIES EXISTING PRIOR TO CONSTRUCTION - INCLUDING SIDEWALKS, PRIVATE FENCES, RETAINING WALLS, AND VEGETATION - DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO THEIR PRE-CONSTRUCTION OR BETTER CONDITIONS. NOTES: DRY UTILITY NOTES 1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2. PHONE, INTERNET, CABLE AND FIBER SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM EXISTING SERVICE LINE AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 3. ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, CABLE AND FIBER SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 4. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER, VAULT, AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING VAULT TO THE PROPOSED VAULT. THE COST OF THE PRIMARY LINE, TRANSFORMER, VAULT, THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING, AND THE RELOCATION OF ANY EXISTING ELECTRIC FACILITIES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5. ELECTRIC TRANSFORMER VAULT SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND VAULT WITH APPROVED ARCHITECTURAL PLANS AND CITY OF FORT COLLINS LIGHT AND POWER. 6. XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 7. IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 1 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 2 3 4 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. 5 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) PROPOSED LIGHTS (RE: ARCHITECT) 6 CONNECT TO EXISTING ELECTRIC LINE. PROPOSED 4" SANITARY SEWER SERVICE 4" SS X X X X X X X X X X X X X X X X X M AC X X LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. SIDEWALK WITH PAVERS NO BUILD EASEMENT EXISTING DECK 409 LINDEN STREET 405 LINDEN STREET PROPOSED BUILDING WILLOW STREET (ROW VARIES) PROPOSED BUILDING 86' 106' 81' 80' NORTHING: 132265.39 EASTING: 195832.61 (OUTSIDE FACE OF WALL) NORTHING: 132320.35 EASTING: 195881.56 (OUTSIDE FACE OF WALL) NORTHING: 132213.15 EASTING: 195888.80 (OUTSIDE FACE OF WALL) NORTHING: 132272.29 EASTING: 195935.28 (OUTSIDE FACE OF WALL) NORTHING: 132393.86 EASTING: 195927.83 (OUTSIDE FACE OF WALL) NORTHING: 132327.25 EASTING: 195897.63 (OUTSIDE FACE OF WALL) NORTHING: 132400.60 EASTING: 195934.05 (PROPERTY CORNER) NORTHING: 132276.85 EASTING: 195949.71 (PROPERTY CORNER) NORTHING: 132327.88 EASTING: 195898.41 (PROPERTY CORNER) NORTHING: 132318.58 EASTING: 195902.85 (PROPERTY CORNER) NORTHING: 132211.13 EASTING: 195891.19 (PROPERTY CORNER) NORTHING: 132258.04 EASTING: 195825.84 (PROPERTY CORNER) NORTHING: 132320.34 EASTING: 195881.32 (PROPERTY CORNER) STAIRS STAIRS 0.29' 0.13' 0.17' 10' 0.17' 0.17' 0.17' PROPOSED SIDEWALK (WIDTH VARIES) 7.8' 12' 7.75' 15.6' 8' TYP. 21' TYP. SEE INSERT ON THIS SHEET MATCHLINE EX. RIGHT-OF-WAY PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE PRESERVE & PROTECT TREE PROPOSED TOP BACK OF VERTICAL CURB PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) SAWCUT LINE (TYP.) MATCH INTO EX. SIDEWALK MATCH INTO EX. CURB, EXISTING HANDICAP RAMP (TYP.) GUTTER, & SIDEWALK MATCH INTO EXISTING MATCH INTO EX. SIDEWALK MATCH INTO EXISTING CURB & GUTTER SAWCUT LINE (TYP.) 1 PARALLEL PARKING PARALLEL PARKING 13.0' 3.0' 3.0' PARKING GARAGE EXIT PARKING GARAGE ENTRANCE RECONSTRUCT EXISTING HANDICAP RAMP IN ORIGINAL LOCATION EXISTING PARKING AND HANDICAP STRIPING TO REMAIN IN ORIGINAL LOCATION (TYP.) 3.13' 0.29' 0.17' 0.17' 0.17' 9.17' 0.17' 0.17' 1.00' 2.00' 0.13' CONTRACTOR SHALL REPLACE EXISTING TIMELINE/PAVERS WITHIN DEMOLITION AREAS. CONTRACTOR SHALL REPLACE EXISTING TREE GRATE IN ORIGINAL LOCATION EX. PROPERTY LINE EX. PROPERTY LINE EX. PROPERTY LINE 320 WILLOW STREET EX. FENCE N41°41'10"E 83.42' N48°18'50"W 100.00' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' S48°18'50"E 62.75' S41°41'10"W 4.00' S48°18'50"E 9.50' S41°41'10"W 30.50' EXTEND EX. TIMELINE (RE: LANDSCAPE ARCHITECT) RAISED PLANTER (RE: LANDSCAPE ARCHITECT) PROPOSED VERTICAL CURB 2 3.0' 0.5' 0.5' 2 WALL (RE: LANDSCAPE ARCHITECT) WALL (RE: LANDSCAPE ARCHITECT) COBBLE PLANTING AREA (RE: LANDSCAPE ARCHITECT) AREA WAY TO BASEMENT (RE: ARCHITECT) COBBLE PLANTING AREA (RE: LANDSCAPE ARCHITECT) LOCATION OF RELOCATED BENCH (RE: LANDSCAPE ARCHITECT) CONCRETE STOOP (RE: LANDSCAPE ARCHITECT) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT 5' WIDE CONCRETE WALK REFER TO THE WILLOW STREET PLAZA IMPROVEMENT PROJECT FOR PLANS OF THIS AREA No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 INSERT NOTES: C200 HORIZONTAL CONTROL PLAN F. Wegert F. Wegert 1" = 10' 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 8.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 9.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 10.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 11.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 15.CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, ETC.. ALL SIDEWALKS SHALL BE A SANDSCAPE FINISH. 16.SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 17.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT (FULL DEPTH) PROPOSED VERTICAL CURB & GUTTER EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES 1 KEY NOTES: REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 5' OF EXISTING METAL & WOOD RAMP. STRIPING AND SIGNAGE LEGEND: 1 PROPOSED 4" SOLID WHITE LINE 1 1 2 PROPOSED TREE (RE: LANDSCAPE ARCHITECT) PROPOSED ASPHALT OVERLAY 3 PROPOSED CONTECH FILTERRA BIOFILTRATION SYSTEM WITH TREE VAULT CABLE ELEC C T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST W W W W W W W W W W 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 X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G E I RR X X X X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M AC AC AC WV WV M M C CONTROL IRR W S O G E C.O. X X X X X X E WV E AC IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR S D S D S T VAULT ELEC C S VAULT CABLE CONTROL IRR CONTROL IRR H Y D IRR C S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR VAULT CABLE ELEC C T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST W W W W W W W W W W 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 X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G E I RR X X X X X X X X X X X X X X X X X X X X X X X X X X M M TELE M M AC AC AC WV WV M M C CONTROL IRR W S O G E C.O. X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RELOCATE EXISTING CABLE & TELEPHONE BOXES PER UTILITY COMPANY'S SPECIFICATIONS. RELOCATE EXISTING CABLE TELEVISION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EX. SIDEWALK POUDRE STREET (20' ROW) PRESERVE & PROTECT EX. TELEPHONE PEDESTAL EX. PROPERTY LINE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. 8" PE SANITARY SEWER @ 0.74% EX. SIDEWALK REMOVE EIXISTING CONCRETE DRIVEWAY EX. PROPERTY LINE DEMOLISH BRICK SHED NO BUILD EASEMENT DEMOLISH WOOD SHED DEMOLISH 1 STORY STUCCO BUILDING EXISTING TRANSFORMER TO BE RELOCATED INTO VAULT ON OPPOSITE SIDE OF POUDRE STREET WITHIN EXISTING EASEMENT POUDRE STREET (20' ROW) EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EX. TELEPHONE PEDESTAL TO BE REMOVED & TERMINATED IN PLACE EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA EXISTING DECK PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE 409 LINDEN STREET 401 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET 316 WILLOW STREET 310 WILLOW STREET REMOVE EX. BIKE RACK REMOVE EXISTING CONCRETE CHASE REMOVE EXISTING CONCRETE PAD REMOVE EXISTING CONCRETE PAD EX. 6" DIP WATER MAIN REMOVE EXISTING CURB STOP AND WATER METER. REMOVE EX. ELECTRIC SERVICE AND METER PER UTILITY COMPANY'S SPECIFICATIONS. REMOVE EXISTING TREE REMOVE TREES (TYP.) REMOVE EX. FENCE REMOVE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. FENCE REMOVE EX. FENCE REMOVE EX. FENCE RELOCATE ELECTRIC SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. (SEE UTILITY & MEP PLANS) 3 4 2 5 2 6 PRESERVE & PROTECT EX. WATER METER & CURB STOP 6 4 RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. 1 3 2 PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) REMOVE EXISTING CONCRETE PAD CONTRACTOR SHALL SAVE & RESTORE ANY DISTURBED EXISTING PAVERS/TIMELINE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. BOLLARDS REMOVE GAS METER REMOVE EX. GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. N41°41'10"E 83.42' N48°18'50"W 100.00' N41°41'10"E 47.50' N48°18'50"W 20.00' N41°41'10"E 47.50' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' REMOVE EXISTING TREE NEXT TO BUILDING EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT PRESERVE & PROTECT EXISTING SHED MATCHLINE SEE SHEET C100 MATCHLINE SEE SHEET C100 9 CONTRACTOR TO ABANDON IN PLACE EXISTING SANITARY SEWER SERVICE PRESERVE & PROTECT EXISTING AIR CONDITIONING UNIT PRESERVE & PROTECT EXISTING AIR CONDITIONING UNIT EX. 8" PE SANITARY SEWER @ 0.74% 11 EX. STORM SEWER MH RIM: 4970.41 INV IN: 4963.58 (NW) INV IN: 4965.69 (SW) INV OUT: 4963.51 (SE) EX. 36" RCP STORM SEWER @ 0.11% PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE 10 / EX. SANITARY SEWER MH RIM: 4970.68 INV IN: 4957.12 (NE) INV OUT: 4957.12 (SE) EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) EX. 24" PVC SANITARY SEWER WILLOW STREET (ROW VARIES) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT EXISTING 1.0' BLOCK AND STONE WALL EXISTING FENCE EXISTING TREE EX. FF = 4971.20 EX. FF = 4970.74 EX. FF = 4970.70 EDGE OF EXISTING CONCRETE PATH EX. FF = 4971.20 EXISTING TELEPHONE AND CABLE PEDESTALS No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C101 DEMOLITION PLAN (NORTH HALF) EXISTING CONDITIONS & F. Wegert F. Wegert 1" = 10' LEGEND: EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING PAVERS EXISTING CURB & GUTTER EXISTING STORM SEWER EXISTING IRRIGATION BOX/CONTROL VALVE EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING WATER METER EXISTING WATER VALVE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 CONTROL IRR EXISTING GAS G REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT EXISTING TELEPHONE T SAWCUT LINE ST EXISTING UNDERGROUND ELECTRIC E REMOVE EXISTING STRUCTURE/TREE/UTILITY / / / / / / / / / / PRESERVE & PROTECT EXISTING BUILDING APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB STOP C S H Y D EXISTING FIRE HYDRANT WV W REMOVE EXISTING BUILDING EXISTING TRANSFORMER ELEC EXISTING ELECTRIC METER E EXISTING LIGHT POLE EXISTING ELECTRIC VAULT VAULT ELEC EXISTING CABLE PEDESTAL EXISTING CABLE VAULT C VAULT CABLE EXISTING TELEPHONE PEDESTAL EXISTING GAS METER T G EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET D EXISTING SANITARY SEWER MANHOLE S EXISTING HANDICAP RAMP EXISTING RAISED DECK EXISTING CONCRETE REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / EXISTING FENCE X MILL EXISTING ASPHALT ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 2 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 3 REMOVE EXISTING FIRE HYDRANT AND CONNECT PROPOSED FIRE SERVICE TO EXISTING 6" LATERAL. (SEE SHEET C300) 4 5 PRESERVE & PROTECT EXISTING WATER VALVE. 6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. REMOVE EXISTING SIGN 7 8 REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 5' OF EXISTING METAL & WOOD RAMP. RELOCATE EXISTING SHED. COORDINATE NEW SHED 9 LOCATION WITH OWNER OF 310 WILLOW STREET 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 5.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 6.THE REMOVAL OF CONCRETE SHALL BE TO THE NEAREST JOINT. 7.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 8.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 11.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO NOTES: 10 PRESERVE & PROTECT EXISTING BIKE RACK. CONTRACTOR TO DISCONNECT EXISTING SANITARY 11 SEWER SERVICE AT MAIN AND ABANDON IN PLACE. CONTROL IRR VAULT ELEC WV VAULT CABLE T C C S T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE TELE VAULT CABLE VAULT ELEC W W W W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E IRR X X X X X X X X X X X X X X X X X X X M AC WV X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RELOCATE EXISTING CABLE & TELEPHONE BOXES PER UTILITY COMPANY'S SPECIFICATIONS. RELOCATE EXISTING CABLE TELEVISION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / LINDEN STREET (100' ROW) EX. SIDEWALK POUDRE STREET (20' ROW) EX. 12" C900 PVC WATER MAIN EX. 12" C900 PVC WATER MAIN PRESERVE & PROTECT EX. TELEPHONE PEDESTAL EX. PROPERTY LINE PRESERVE & PROTECT EX. CABLE TELEVISION VAULT EX. 3 4" WATER SERVICE EX. RIGHT-OF-WAY EX. PROPERTY LINE EX. PROPERTY LINE EX. SAN. SEWER MH RIM: 4968.40 INV IN: 4959.06 (NE) INV OUT: 4959.01 (SW) EX. SANITARY SEWER MH RIM: 4968.87 INV OUT: 4963.28 (NW) EX. 8" PE SANITARY SEWER @ 0.74% REMOVE EXISTING CONCRETE CHASE WITH SIDEWALK CULVERT EX. 3 4" COPPER WATER SERVICE EX. 3 4" COPPER WATER SERVICE EX. 8" PVC SANITARY SEWER @ 0.40% EX. 36" RCP STORM SEWER @ 1.89% EX. SIDEWALK REMOVE EIXISTING CONCRETE DRIVEWAY DEMOLISH BRICK SHED NO BUILD EASEMENT DEMOLISH 1 STORY STUCCO BUILDING REMOVE & RELOCATE EXISTING BENCH PER LANDSCAPING PLANS EXISTING CABLE TELEVISION PEDESTAL TO BE REMOVED AND RESPLICED INTO A VAULT EX. TELEPHONE PEDESTAL TO BE REMOVED & TERMINATED IN PLACE EX. RIGHT-OF-WAY REMOVE & REPLACE EXISTING AIR CONDITIONING UNIT FOR REGRADING IN THIS AREA EXISTING DECK PRESERVE & PROTECT EX. BLOCK RETAINING WALL PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE 409 LINDEN STREET 401 LINDEN STREET 405 LINDEN STREET 320 WILLOW STREET REMOVE EX. BIKE RACK REMOVE EXISTING CONCRETE CHASE REMOVE EXISTING CONCRETE PAD REMOVE EXISTING CONCRETE PAD EX. 6" DIP WATER MAIN CONTRACTOR TO REMOVE & PLUG EXISTING 3 4" WATER SERVICE AT THE MAIN PER CITY OF FORT COLLINS STANDARDS & REGULATIONS REMOVE EXISTING CURB STOP AND WATER METER. REMOVE EX. ELECTRIC SERVICE AND METER PER UTILITY COMPANY'S SPECIFICATIONS. REMOVE EXISTING TREE REMOVE TREES (TYP.) REMOVE EX. FENCE REMOVE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. FENCE REMOVE EX. FENCE RELOCATE ELECTRIC SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. (SEE UTILITY & MEP PLANS) 2 3 4 2 5 2 6 7 PRESERVE & PROTECT EX. TREE PRESERVE & PROTECT EX. WATER METER & CURB STOP 6 4 PRESERVE & PROTECT EX. TREE RELOCATE BANK OF IRRIGATION VAULTS, CONTROLS, & WATER METER PER CITY OF FORT COLLINS. 8 1 PRESERVE & PROTECT EX. WATER METER & CURB STOP 3 2 PRESERVE & PROTECT EXISTING TREE (TRUNK LOCATED ON NEIGHBORS PROPERTY) REMOVE EXISTING CONCRETE PAD CONTRACTOR SHALL SAVE & RESTORE ANY DISTURBED EXISTING PAVERS/TIMELINE EX. FENCE REMOVE & REPLACE EXISTING FENCE REMOVE EX. BOLLARDS REMOVE GAS METER REMOVE EX. GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS. N41°41'10"E 83.42' N48°18'50"W 100.00' S48°18'50"E 106.00' S41°41'10"W 47.50' S48°18'50"E 94.00' S41°41'10"W 122.5' N54°19'22"W 80.44' REMOVE EXISTING TREE NEXT TO BUILDING CONTRACTOR TO REMOVE & PLUG EXISTING 6" LATERAL TO FIRE HYDRANT AT MAIN PER CITY OF FORT COLLINS STANDARDS & REGULATIONS PRESERVE & PROTECT EXISTING SHED MATCHLINE SEE SHEET C101 MATCHLINE SEE SHEET C101 PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT EXISTING FENCE PRESERVE & PROTECT TREE 10 SAWCUT LINE (TYP.) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EX. SANITARY SEWER MH RIM: 4971.49 INV IN: 4957.27 (NW) INV OUT: 4957.19 (SE) X. 24" PVC SANITARY SEWER WILLOW STREET (ROW VARIES) EX. ASPHALT PATH EXISTING EDGE OF ASPHALT EX. FF = 4971.20 EX. FF = 4970.74 EX. FF = 4971.20 No. Revisions: By: Date: REVIEWED BY: C. Snowdon DESIGNED BY: DRAWN BY: SCALE: DATE: 12/13/2017 PROJECT: 998-003 Sheet of 12 CONFLUENCE LOT 2 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 12/13/2017 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C100 DEMOLITION PLAN (SOUTH HALF) EXISTING CONDITIONS & F. Wegert F. Wegert 1" = 10' LEGEND: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING PAVERS EXISTING CURB & GUTTER EXISTING STORM SEWER EXISTING IRRIGATION BOX/CONTROL VALVE EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING WATER METER EXISTING WATER VALVE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 CONTROL IRR EXISTING GAS G REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT EXISTING TELEPHONE T SAWCUT LINE ST EXISTING UNDERGROUND ELECTRIC E REMOVE EXISTING STRUCTURE/TREE/UTILITY / / / / / / / / / / PRESERVE & PROTECT EXISTING BUILDING APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB STOP C S H Y D EXISTING FIRE HYDRANT WV W REMOVE EXISTING BUILDING EXISTING TRANSFORMER ELEC EXISTING ELECTRIC METER E EXISTING LIGHT POLE EXISTING ELECTRIC VAULT VAULT ELEC EXISTING CABLE PEDESTAL EXISTING CABLE VAULT C VAULT CABLE EXISTING TELEPHONE PEDESTAL EXISTING GAS METER T G EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET D EXISTING SANITARY SEWER MANHOLE S EXISTING HANDICAP RAMP EXISTING RAISED DECK EXISTING CONCRETE REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / EXISTING FENCE X 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 5.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 6.THE REMOVAL OF CONCRETE SHALL BE TO THE NEAREST JOINT. 7.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 8.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 11.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO NOTES: MILL EXISTING ASPHALT ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 PRESERVE & PROTECT EXISTING ELECTRIC VAULT. 2 PRESERVE & PROTECT EXISTING LIGHT POLE. KEY NOTES: PRESERVE & PROTECT EXISTING CABLE VAULT. 3 REMOVE EXISTING FIRE HYDRANT 4 5 PRESERVE & PROTECT EXISTING WATER VALVE. 6 PRESERVE & PROTECT EXISTING IRRIGATION VAULT. REMOVE EXISTING SIGN 7 8 REMOVE AND RECONSTRUCT IN SAME LOCATION FIRST 5' OF EXISTING METAL & WOOD RAMP. RELOCATE EXISTING SHED. COORDINATE NEW SHED 9 LOCATION WITH OWNER OF 310 WILLOW STREET 10 PRESERVE & PROTECT EXISTING BIKE RACK. L L L L LOO OO W W WW S SS STT T T W I L L O W ST C C C C H HHHEE EESS S S T T T TN NN NUU U U TT T T SS SS T TTT CH E S T NUT S T P P PP O O OOUUU UDD DD RR R REE E E SS SSTT POU TT D RE S T LLLL IIII N NNNDDDD EEEEN N NN CCCCEE EE N NNN TT TT E E E ER R R R DDD DRRRR LINDEN C EN TE R D R O OO O LL L LDDDDT TTTOO O OWWWWNN N N S S S S Q Q Q Q O L D T OWN SQ LLLLLOOOOOGGGGGAAAAANNNNNAAAAAVVVVVEEEEE 1111SS SSTTTT SS 1ST SSTTTT ST EEE E OOOOAAA AKKKKSSS ESTTTT OAKST EEE E OOOOAAA AKKKKSSS E OAK STTTT ST EEEE MMM MYYYYRRR RTTTTLL L LEEEE SSS EMYRTLESSTTTTT EEE E MMMMYYY YRRRRTTT TLLLLEEE E SSSSTTT E MYRTLE ST T EEEE MMM MYYYYRRR RTTTTLL L LEEEE SSS E MYRTLEST STTTT EEE E MMMMYYY YRRRRTTT TLLLLEEE E SSSSTTT E MYRTLEST T TTTTRRRRIIIIMMMMBB TRIMBBBLLLLLEEEEECCCCTTTT CT EEEE MM MMAA AAGGGGNN NNOOOOLL LLII IIAA AA SSSS E TTTT M AGNOLIAST EEEE MMMMAAAA GGGGNNNN OOOOLL LL II IIAAAA SSSSTTTT E MAGNOLIAST EEEE MMMM AAAAGGGG NNNNOOOO LL LLII II AAAA SSSS E MAGNOLIAST TTTT EEEE ELLIIIIVVVVEEEESSSSTTTT OOOOLL OL IVEST EEEE OOO OLLLLIII IVVVVEEE E SSSSTTT E OLIVE ST T EEEE OOO OLLLLII I IVVVVEEE E SSSSTTT E OLIVEST T PPPPE EEETTTTE EEERRRRS SSSOOOON NNNSSSST PPPPEPETERSONST TTT EEETTTTE EEERRRRS SSSOOOON NNN SSSST SSSST PETERSON ST TTT ST TTT DRAFT 12/13/17 Sheet Of 2 Sheets CONFLUENCE NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown 301 North Howes Street, Suite 100 hereon. Fort Collins, Colorado 80521 ENGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 1 CITY OF FORT COLLINS STATE OF COLORADO MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 For and on behalf of Northern Engineering CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:________________________________________ Address: ________________________________________ ________________________________________ Registration No.:__________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer NOTES: 1) The Basis of Bearings is the Northwesterly right of way line of Linden Street, as bearing South 41°41'10" West (assumed bearing) as monumented on drawing. 2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Property Information Binder Order Number FCC25144199 prepared by Land Title Guarantee Company, dated September 27, 2016. 3) The lineal unit of measurement for this plat is U.S. Survey Feet. 4) There shall be no private conditions or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Section 12-120 - 12-122 of the City Code. OWNER: BY:_________________________________ STATE OF COLORADO ) )ss COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by __________________________, as ______________________ of _______________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: A tract of land being a portion of Block 2, City of Fort Collins, located in the Northwest Quarter of Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: A tract of land being a portion of Lots 2, 4, 6, 8, Block 2, City of Fort Collins, located in the Northwest Quarter of Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the Northwesterly right of way line of Linden Street, monumented as shown on the Plat of Confluence, as bearing South 41º41'10" West and with all bearings contained herein relative thereto: COMMENCING at the Northeast Corner of Lot 2, Block 2, Town of Fort Collins; thence along the Southeasterly line of said Lot 2 said line also being the Northwesterly right of way line of Linden Street, South 41º41'10” West, 47.50 feet to the POINT OF BEGINNING; thence continuing along said line, South 41º41'10” West, 122.50 feet to a point on the Northeasterly right of way line of Willow Street recorded at Book 399, Page 208 Larimer County Clerk and Recorder; thence along said line, North 54º19'22” West, 80.44 feet; thence departing said line, North 41º41'10” East, 83.42 feet; thence, North 48º18'50” West, 100.00 feet; thence, North 41º41'10” East, 47.50 feet; thence, North 48º18'50” West, 20.00 feet; thence, North 41º41'10” East, 47.50 feet to a point on the Southwesterly line of a 20 foot alley per Map of the Town of Fort Collins, also known as Poudre Street; thence along said line, South 48º18'50” East, 106.00 feet; thence departing said line, South 41º41'10” West, 47.50 feet; thence, South 48º18'50” East, 94.00 feet to the POINT OF BEGINNING. The above described tract of land contains 19,922 square feet or 0.457 acres, more or less, and is subject to all easements and rights-of-way now on record or existing. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known as CONFLUENCE (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land. CONFLUENCE BEING A REPLAT OF PORTIONS OF LOTS 2, 4, 6 & 8, BLOCK 2, TOWN OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LIENHOLDER: BY:_________________________________ STATE OF COLORADO ) )ss COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by __________________________, as ______________________ of _______________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Community Development and Neighborhood Services N VICINITY MAP 1" = 1000' SITE COLLEGE AVE. MULBERRY ST. LINDEN ST. LINCOLN AVE. JEFFERSON ST. WILLOW ST. MOUNTAIN AVE. Know what'sbelow. Call before you dig. R 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Confluence Lot 2 dated December 13, 2017 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the Linden St. Bridge over the Poudre River, on the west side of Linden St., on a storm inlet. ELEVATION: 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 Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing S41°41'10" W (assumed bearing) as shown on the plat. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: - None GENERAL NOTES: 1. It should be noted that any erosion control plan serves only as a guideline to the Contractor. Staging and/or phasing of Best Management Practices (BMPS) is expected. Additional and/or different BMPS from those originally depicted may be necessary during construction due to changing site conditions or as required by local authorities. 2. The Erosion Control Plan is schematic in nature. As such, graphical symbols may not be to scale, nor are they necessarily shown in their exact location. 3. The Contractor shall be responsible for all permitting (city, state discharge permit, etc.) and compliance with governing authorities. It shall be the responsibility of the Contractor (or Permit Holder) to ensure erosion control measures are properly maintained and followed. 4. Erosion control practices, site protection, and revegetation methods shall follow city regulations. 5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and permanent site stabilization methods. 6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization. 7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized. 8. Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition (i.e., stake-driven wattles for bare soil, sand bags or gravel socks for pavement, etc.) 9. Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. Crimp mulching, hydro mulching, erosion mats, temporary irrigation, and additional wattles or silt fencing may be necessary to establish vegetative cover and stabilize the slope. 10. Additional wattles, silt fence, or other measures, may be necessary to insure that each building pad is stabilized throughout construction. At no time shall sediment be allowed to cross the public sidewalks. 11. Construction waste storage (dumpsters) and portable sanitation units (construction toilets) shall be located at least fifty (50) feet from any stormwater inlet, wetland, or drainage way. Said facilities must be set in a containment area that will not allow pollutants to directly flow, seep, run off, or be washed into a body of water, wetland or drainage way. Dumpsters shall be located on flat, stable ground, and construction toilets shall be staked down. 12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create blowing dust which, in the Inspector's opinion, is hazardous to the public health and welfare. 13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes. EROSION CONTROL NOTES: A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. STREET IMPROVEMENTS NOTES 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. STORM DRAINAGE NOTES 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Confluence Lot 2 dated December 13, 2017 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. WATERLINE NOTE 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CONSTRUCTION NOTES: 1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes and the notes below are intended to amend the general notes for the project. 2. Where the General and Construction Notes refer to "Developer" substitute "Contractor". 3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins". 4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets. PROJECT SPECIFIC NOTES: Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UTILITY PLANS FOR CONFLUENCE LOT 2 BEING A REPLAT OF PORTIONS OF LOTS 2, 4, 6, & 8, BLOCK 2, TOWN OF FORT COLLINS LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DECEMBER 2017 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP 1"=2000' BUILDING ARCHITECT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-00 on parapet wall at the northwest end of the Lincoln Ave. Bridge near the Northeast Corner of Lincoln Ave. and Willow St. ELEVATION: 4967.33 BENCHMARK #2: City of Fort Collins Benchmark 3-13 approximately 40 ft south of the Linden St. Bridge over the Poudre River, on the west side of Linden St., on a storm inlet. ELEVATION: 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 Basis of Bearings is the Northwesterly right-of-way line of Linden Street as bearing S41°41'10" W (assumed bearing) as shown on the plat. ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX DEVELEPOR C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN (SOUTH HALF) C101 EXISTING CONDITIONS & DEMOLITION PLAN (NORTH HALF) C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN (SOUTH HALF) C301 UTILITY PLAN (NORTH HALF) C400 GRADING PLAN (SOUTH HALF) C401 GRADING PLAN (NORTH HALF) C402 STORM SEWER A PLAN & PROFILE C403 STORM SEWER B PLAN & PROFILE C404 STORM SEWER C PLAN & PROFILE C500 DRAINAGE PLAN C501 EROSION CONTROL PLAN C600 - C603 CONSTRUCTION DETAILS GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Rob Irish (970) 224-6167 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER ** The underground utility locates are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. AU Workshop 405 Linden Street Fort Collins, Colorado 80524 (970) 430-5220 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN Confluence LLC 6950 South Jordan Road Centennial, Colorado 80112 (303) 386-9223 ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 998-003 DATE: OCTOBER 2016