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HomeMy WebLinkAboutJEFFERSON & LINDEN RESTAURANT - FDP - FDP170002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. MOUNTAIN AVE RIVERSIDE AVE. LINDEN ST. WILLOW ST. E. LINCOLN AVE. JEFFERSON ST. CHERRY ST. MAPLE ST. MASON ST. HOWES ST. LAPORTE AVE. N. COLLEGE AVE. POUDRE RIVER No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C000 COVER SHEET A. Reese A. Boese NTS 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 City Engineer Date Date No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C001 CONSTRUCTION NOTES GENERAL AND A. Reese A. Boese NTS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner A. GENERAL NOTES 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 VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC H Y D ELEC ELEC H2O IRR W VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT CONTROL IRR S VAULT ELEC MW WV H Y D C.O. X X X X X X X X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS X X X X X X X X X X X X X X X X X X X TF 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 JEFFERSON STREET (70' PUBLIC R.O.W.) UNION PACIFIC RAILROAD COMPANY 1 1 1 1 TRASH ENCLOSURE ELECTRIC TRANSFORMER PAD 6' SIDEWALK 6.5' SIDEWALK 5.5' SIDEWALK R5' R5' R5' R5' R5' "NO PARKING FIRE LANE" N:132044.22 E:195271.02 HC PARKING N:132041.66 E:195301.15 SAWCUT LINE X X X C S X X X X X X X X X X X X X X X X LINDEN STREET (100' PUBLIC R.O.W.) EXISTING CONCRETE WALK 2 BUS PAD CONCRETE STOOP BIKE RACK (TYP.) JEFFERSON STREET (70' PUBLIC R.O.W.) UNION PACIFIC RAILROAD COMPANY No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: W F S E E E E E E E E E E UD UD W VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC H Y D ELEC ELEC VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S VAULT ELEC MW WV H Y D C.O. X X X X X X X X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS TF X X X X X X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC H Y D ELEC ELEC VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S VAULT ELEC MW WV H Y D C.O. X X X X X X X X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W TF X X X X X X X X X X X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC MW WV H Y D C.O. X X X X X X X X X X X X X X X X X X X 6" W 78.37 78.76 E E E E E E E E E E E E E E E E E E E E E E (78.13) (78.54) (78.35) 78.50 78.37 79.11 78.98 78.59 (78.31) (78.31) (78.25) 78.67 (78.21) (78.28) 78.32 78.36 78.59 79.42 79.42 79.16 79.62 0.5% 2.0% 2.1% 2.2% (1.5%) (0.9%) (1.3%) (2.3%) VAULT ELEC VAULT ELEC T VAULT ELEC VAULT ELEC ELEC ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W C S X X X X X X X X X X X X X X X X X X X X X X JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) W F S E UD UD UD UD UD W 74.70 SUB 2.99 LF 15" RCP @ 0.20% 78.54 EXISTING 6' WALK 74.69 SUB 74.79 SUB 74.80 SUB 74.80 SUB 78.57 78.65 78.68 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C500 SITE DETAILS A. Reese A. Boese NTS 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C501 UTILITY DETAILS A. Reese A. Boese NTS 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C502 DRAINAGE DETAILS A. Reese A. Boese NTS 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C503 DRAINAGE DETAILS A. Reese A. Boese NTS 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C504 DRAINAGE DETAILS A. Reese A. Boese NTS 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC ELEC ELEC VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S VAULT ELEC MW C.O. X X X X X X X X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS C S TF X X X X X X X X X X X X X X X X X X X X X E E E E VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC ELEC ELEC VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S VAULT ELEC MW C.O. X X X X X X X X X X 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS C S TF X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E UD UD X X X X X X X X X X X X X X X X JEFFERSON STREET No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C701 EROSION CONTROL DETAILS A. Reese A. Boese N.T.S. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 16 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 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CWA VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'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. PLAN CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. 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. VTC 001 ROCK SOCK C701 NOT TO SCALE 002 CONCRETE WASHOUT AREA C701 NOT TO SCALE 003 VEHICLE TRACKING CONTROL C701 NOT TO SCALE 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING \A1;12" \A1;12" {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. 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 WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER TUBULAR MARKER 2' RS NOT TO SCALE 004 C701 TEMPORARY CONSTRUCTION FENCE w/ ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK TEMPORARY CHAIN-LINK FENCE ROCK SOCK SIDE VIEW CF X MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET WIRE ENCLOSED 2"x4" WOOD STUD GRAVEL FILTER SHALL BE OVERFLOW FILTERED RUNOFF SECTION A-A A A PLAN VIEW CURB INLET GRAVEL FILTER (CONTINUOUS GRADE) SECTION B-B PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 3' 2' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP) INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. 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". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. GENERAL NOTES: 1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. MAINTENANCE NOTES: 1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CIP WIRE ENCLOSED 1 1/2" CRUSHED ROCK 1' 1' 1' DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW SECTION A-A PLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS AND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING WATTLE FILTER DROP INLET INLET PLAN VIEW ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT DROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. 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. 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". 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. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. GENERAL NOTES: 1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. 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. MAINTENANCE NOTES: 1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) IP NOT TO SCALE 005 C701 DROP INLET PROTECTION NOT TO SCALE 006 C701 CURB INLET PROTECTION (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) X X X X X X X X X X X X X X X X X X X X X PROTECT TRENCH DRAIN WITH ROCK SOCKS UNTIL FINAL SITE STABILIZATION CIP CIP CF CF CF CF RS RS VTC CF CF CF CF CF CF IP IP IP IP IP IP IP IP IP IP IP IP IP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C700 EROSION CONTROL PLAN STATIC A. Reese A. Boese 1"=20' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. 4953 PROPOSED CONTOUR PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 5-00 On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation=4978.05 City of Fort Collins Benchmark 1-13 Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation=4979.75 Basis of Bearings: Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West CURB INLET PROTECTION CIP VEHICLE TRACKING CONTROL PAD VTC {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. }4.REFER TO THE {FINAL DRAINAGE & EROSION CONTROL REPORT FOR JEFFERSON AND LINDEN RESTAURANT DATED JANUARY 11, 2017} BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: ROCK SOCK RS CONCRETE WASH AREA CWA 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE TOWN'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. {14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION EROSION CONTROL NOTES: 15 CONSTRUCTION FENCE w/ ROCK SOCK x CF TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Jefferson and Linden Restaurant CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete 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 Riprap INLET PROTECTION IP E E E E E E UD UD 1 0.16 2 0.27 1 JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) 2 3 0.02 3 EXISTING INLET OUTFALL PIPE CHAMBER OUTLET STRUCTURE EXISTING INLET ROOF LEADERS ROOF LEADERS TRENCH DRAIN STORMTECH CHAMBER No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C600 DRAINAGE EXHIBIT A. Cvar A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM DRAIN PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT 1 FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROJECT BENCHMARKS NOTES: 1. REFER TO THE "FINAL DRAINAGE & EROSION CONTROL REPORT FOR JEFFERSON AND LINDEN RESTAURANT" BY NORTHERN ENGINEERING, DATED JANUARY 11, 2017 FOR ADDITIONAL INFORMATION. BASIN DESIGNATION BASIN AREA (AC) FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED UNDERDRAIN UD PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation: 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation: 4979.75 1 X.XXX City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 14 On-Site LID Treatment Project Summary Total Impervious Area 10,991 sf Target Treatment Percentage 75% Minimum Area to be Treated by LID measures 8,243.23 sf Infiltration Gallery/Underground Vaults Total Vault Treatment Area 9,342 sf Total Treatment Area 9,342 sf Percent Total Project Area Treated 85.0% DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C10 C100 10-yr Tc (min) 100-yr Tc (min) Q10 (cfs) Q100 (cfs) 1 1 0.16 0.38 0.48 15.0 14.4 0.20 0.52 2 2 0.27 0.70 0.88 9.0 8.7 0.74 1.94 3 3 0.02 0.15 0.19 5.0 5.0 0.01 0.04 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 13 5 ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 7 INTEGRATED DUCTILE IRON FRAME & SOLID COVER TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN WITH WEIR: 5199AGWEIR DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7004-110-058 REV A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH WEIR QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 5-10-06 DRAWN BY EBC 5-10-06 CJA THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 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. INLET PIPE 1 OUTLET WEIR 1 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 2 3 HIGH-FLOW/SECONDARY OUTLET FIRST-FLUSH OUTLET INLET PIPE 4 6 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 1 - WEIR AVAILABLE FOR ALL 18" - 30" STRUCTURE OPTIONS (CUSTOM BASIN, ROAD & HIGHWAY, & CURB INLET) 18" WEIR CONSTRUCTION LIMITED - CALL FOR DETAILS 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 3 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 4 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MINIMIZE LOSS OF OUTLET PIPE OPEN AREA 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 6 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 7 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 SIDE SECTION & TOP VIEW: ENLARGED TO SHOW DETAIL THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NOT TO SCALE 318 C504 WATER QUALITY WEIR SUMMARY TABLE Water Quality Structure ID Type Pipe Invert Weir Height (from invert) Weir Elevation WQ Bsain A2 24" Basin 4974.31 3.06' 4977.37 NOT TO SCALE 316 C504 WATER QUALITY BASIN 317 C504 4" TRENCH DRAIN NOT TO SCALE \A1;0.9' MINIMUM 0.5' TO BE MONOLITHICALLY POURED WITH ADJACENT COLORED CONCRETE \A1;MINIMUM 0.25' \A1;\A1;1.4' 1' \A1;0.5' MINIMUM 0.5' DEPTH VARIES PER PLAN 319 C504 INSERTA TEE DETAIL NOT TO SCALE \A1;0.9' \A1;MINIMUM 0.5' \A1;\A1;MINIMUM 1' 0.25' \A1;1.\A1;4' 0.5' \A1;DEPTH PER PLAN MINIMUM 0.5' TO BE MONOLITHICALLY POURED WITH ADJACENT \A1;\A1;0.0.4' 9' City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 315 C503 MONITORING BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARS. INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS BOTTOM w/ CAP 12" NYLOPLAST STANDARD H-20 HINGED GRATE SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-310 STANDARD CROSS SECTION 11/18/14 JLM 1 1 JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-310 END CAP D C B A PERIMETER STONE (SEE NOTE 6) 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN 6" 34" (865 mm) 12" (300 mm) TYP (150 mm) MIN 6" (150 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS 16" (405 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-310 ISOLATOR ROW DETAILS 11/18/14 JLM 1 1 JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC310EPE12B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE SC-310 ISOLATOR ROW DETAIL NTS STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC-310 CHAMBER SC-310 END CAP OPTIONAL INSPECTION PORT SC-310 6" INSPECTION PORT DETAIL NTS SC-310 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART#6IPSSWST31IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) DWV SCH40 PIPE (BY OTHERS) CONCRETE COLLAR 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP SOLID COVER: 1299CGC GRATE: 1299CGS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION PART # STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) --- SC310EPE06B / SC310EPE06BPC --- 0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm) 11.9" (302 mm) 3.5" (89 mm) --- SC310EPE08B / SC310EPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0.88 m³) WEIGHT 35.0 lbs. (16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" 34.0" (864 mm) 16.0" (406 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A B C SC-310 TECHNICAL SPECIFICATION NTS 9.9" (251 mm) 45.9" (1166 mm) 15.6" (396 mm) 15.6" (396 mm) NOT TO SCALE ACCEPTABLE FILL MATERIAL: 312 STORMTECH SC 310 C503 NOT TO SCALE 313 SC-310 ISOLATOR ROW DETAIL C503 NOT TO SCALE 314 SC-310 TECHNICAL SPECIFICATIONS C503 STORMTECH GENERAL NOTES 1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICES REPRESENTATIVE OR VISIT WWW. STORMTECH.COM TO RECEIVE A COPY OF OUR INSTALLATION INSTRUCTIONS. 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER IS 18" [457 mm] NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 96" [2438 mm] INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24" [610 mm], MAXIMUM COVER IS 96" [2.438 m]. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694 OR VISIT WWW.STORMTECH.COM DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067 PHONE: 888-892-2694 | FAX: 866-328-8401 Detention Retention Recharge Subsurface Stormwater ManagementSM WWW.STORMTECH.COM STORMTECH GENERAL NOTES N/A 3/30/10 KLJ NOT TO SCALE 309 STORMTECH GENERAL NOTES C503 UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. CONNECTION DETAIL NTS 8" (200 mm) 4" (100 mm) SCHED 40 PVC COUPLING 4" (100 mm) SCHED 40 PVC 4" (100 mm) SCHED 40 PVC CORE 4.5" (114 mm) Ø HOLE IN CHAMBER (4.5" HOLE SAW REQ'D) ANY VALLEY LOCATION STORMTECH CHAMBER 4" (100 mm) SCHED 40 SCREW-IN CAP NYLOPLAST 12" (300 mm) INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE CONCRETE COLLAR PAVEMENT 18" (450 mm) MIN WIDTH 8" (200 mm) MIN THICKNESS NOT TO SCALE 310 TYPICAL UNDERDRAIN DETAIL C503 NOT TO SCALE 311 TYPICAL INSPECTION PORT C503 12 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 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 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC 305 STORM BEDDING REQUIREMENTS C502 NOT TO SCALE 308 C502 ROOF DRAIN CONNECTION \A1;VARIES DIMENSIONS FOR SLOTTED PVC PIPE {NOTES}: 1."SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 2.SLOTTED PIPE MAY BE CONTECH A-2000 PERFORATED PIPE, IPGC OR SIMILAR APPROVED EQUIVALENT. 3.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE ENGINEER. 120%%D 90%%D 60%%D A \A1;C \\A1;B A1;D SCREEN SLOT TABLE GUIDELINES A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. 302 C502 NOT TO SCALE 307 C502 INLINE DRAIN INSTALLATION (LANDSCAPED AREAS) 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD 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. 9-30-99 CJA NOTE: 1. ALL DRAINS SHALL INCLUDE SUMP INSERT GEOMEMBRANE LINER / CONCRETE CONNECTION DETAIL NOT TO SCALE 304 C502 NOT TO SCALE GEOMEMBRANE LINER / UNDERDRAIN 303 PENETRATION DETAIL C502 PVC GEOMEMBRANE LINER NOTES: 1.THE PVC GEOMEMBRANE INSTALLER SHALL SUPPLY A DETAILED QA/QC MANUAL. 2.THE PVC MANUFACTURER OF THE ROLL GOODS FROM WHICH THE LINER IS FABRICATED MUST HAVE SUCCESSFULLY PRODUCED A MINIMUM OF 20,000,000 SQUARE FEET THAT MEETS THE CURRENT PVC GEOMEMBRANE INSTITUTE (PGI) SPECIFICATIONS. 3.THE PVC GEOMEMBRANE FABRICATOR SHALL HAVE ASSEMBLED A MINIMUM OF 2,000,000 SQUARE FEET FOR CONTAINMENT PURPOSES. THE FABRICATOR WILL PROVIDE THE MANUFACTURER'S CERTIFICATION THAT THE LINER MATERIAL MEETS THE MANUFACTURER'S SPECIFICATIONS. ADDITIONALLY, THE FABRICATOR, WITHIN A REASONABLE PERIOD OF TIME, WILL PROVIDE COPIES FOR THE FACTORY SEAMING TEST LOGS THAT ARE APPROPRIATE TO THE PANELS BEING SHIPPED TO THE JOB SITE. EACH PANEL SHOULD HAVE A HISTORY OF WHAT TESTS WERE PERFORMED AND WHAT THE TEST RESULTS WERE. 4.THE PVC GEOMEMBRANE INSTALLER SHALL HAVE INSTALLED A MINIMUM OF 1,000,000 SQUARE FEET OF PVC GEOMEMBRANE AND BE AN INTERNATIONAL ASSOCIATION OF GEOSYNTHETICS INSTALLERS (IAGI) MEMBER, AND SHALL BE AN IAGI APPROVED INSTALLATION CONTRACTOR (AIC). THE GEOMEMBRANE INSTALLER SHALL DESIGNATE A CERTIFIED WELDING TECHNICIAN. THE CERTIFIED WELDING TECHNICIAN SHALL BE PRESENT DURING ALL SEAMING OPERATIONS AND SHALL HOLD AN IAGI CERTIFIED WELDING TECHNICIAN (CWT) CERTIFICATION IN BOTH EXTRUSION WELDING AND FUSION WELDING. 5.PROPOSED PANEL LAYOUT PLACEMENT DRAWINGS WILL BE PROVIDED TO THE ENGINEER AND/OR THE OWNER BY THE INSTALLER PRIOR TO MATERIAL BEING DELIVERED TO THE JOB SITE. THE PROPOSED PANEL PLACEMENT SHOULD SHOW SEAM DIRECTION AND PANEL SIZES DRAWN TO SCALE. 6.FIELD WELDING SHALL BE PERFORMED IN ACCORDANCE WITH IAGI RECOMMENDATIONS. ONE HUNDRED PERCENT OF THE FIELD SEAMS ARE TO BE NON-DESTRUCTIVELY TESTED IN THE FIELD, AS ARE PATCHES AND APPURTENANCES. THE MOST COMMON TYPE OF NON-DESTRUCTIVE SEAM TESTING IS THE AIR LANCE TEST (ASTM D4437). THE TESTING OF SEAMS SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE OWNER OR THE OWNER'S CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE. THE INSTALLER WILL BE ALLOWED TO CONTINUE AIR LANCE TESTING IF THE OWNER'S REPRESENTATIVE OR CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE DECLINES TO WITNESS THE TESTING SO LONG AS DETAILED RECORDS ARE KEPT AND SUPPLIED TO THE OWNER PRIOR TO COVERING THE LINER. 7.THE PVC GEOMEMBRANE INSTALLER SHALL MAINTAIN A LOG OF EACH DAY'S WORK. INCLUDED IN THE LOG WILL BE: {·}DATE {·}AMBIENT TEMPERATURE {·}WEATHER CONDITIONS {·}PANELS DEPLOYED {·}FIELD SEAMS CONSTRUCTED {·}SEAMING TECHNICIANS {·}INSPECTIONS ∂ ∂ ∂ ∂ ∂ ∂ ∂ DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-394 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH 2 FT X 2 FT STEEL BAR GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-22-10 DRAWN BY EBC 6-24-11 EBC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 12" - 30" 18" MIN WIDTH GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 12" - 24", 10" MIN ON 30" 4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST DRAIN BASIN WITH 2 FT X 2FT STEEL BAR GRATE 1 - 12" - 30" BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAME & GRATE SHALL BE STEEL PER ASTM A36. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - STEEL BAR GRATE SHALL MEET H-20 LOAD RATING. (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 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. ® ©2011 NYLOPLAST 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (2) STEEL BAR FRAME & GRATE PROVIDE SUMP INSERT NOT TO SCALE 306 C502 NYLOPLAST DRAIN BASIN WITH 2x2 BAR GRATE 11 NOT TO SCALE 301 STORMTECH INSERTA TEE C502 INSERTA TEE DETAIL NTS INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SECTION A-A SIDE VIEW A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) DC-780 10" (250 mm) 4" (100 mm) MC-3500 12" (300 mm) 6" (150 mm) MC-4500 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON (X) NOT TO SCALE 300 BASIN SCHEDULE C502 BASIN ID BASIN SIZE GRATE TYPE A2 24" Solid A1-W3 6" Solid A3-N2.3 12" Standard A3-N2.4 12" Standard A3-N2.5 12" Standard A3-N2.6 12" Standard A3-N2.7 12" Standard A3-N2.8 12" Standard A3-N2.9 12" Standard A3-S1.2 12" Standard A3-S1.3 12" Standard A3-S1.4 12" Standard A3-S1.5 12" Standard City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. NOT TO SCALE 201 C501 TYPICAL WATER SERVICE %%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 NOT TO SCALE 202 C501 1-1 2 IN. & 2 IN. WATER METER SETTING 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 NOT TO SCALE 203 C501 1-1/2 IN. & 2 IN. WATER METER SETTING (CONT.) NOT TO SCALE 200 C501 WATER MAIN BEDDING 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 NOT TO SCALE 204 C501 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 NOT TO SCALE 205 C501 SEWER BEDDING REQUIREMENTS STANDARD SEWER SERVICE 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 PRIVATE SANITARY SEWER CLEANOUT SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45%%D 6"ELBOW x6"x4" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 2'x2'x6" DEEP CONCRETE COLLAR ELBOW COMPACTED GRANULAR 4"-45%%D 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE PIPE VARIES PIPE 6" PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING SLIP OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS 6" MIN. NOT TO SCALE 206 C501 10 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner {NOTES: }1.REFER TO PLANS BY RIPLEY DESIGN FOR ADDITIONAL HARDSCAPE INFORMATION. 2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. LIGHT DUTY PAVING CONCRETE {PAVEMENT SECTION} HEAVY DUTY PAVING APPROVED SUBGRADE PAVEMENT SECTIONS (PRIVATE AREAS OUTSIDE ROW) \pxql;5" CONCRETE NOT TO SCALE 100 C500 4" AGGREGATE BASE COURSE \pxql;5" CONCRETE NOT TO SCALE 105 C500 CURB AND GUTTER 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 NOT TO SCALE 108 C500 OUTFALL CURB AND GUTTER 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 NOT TO SCALE 106 C500 SIDEWALK DETAIL NOT TO SCALE 102 C500 HANDICAP PARKING REQUIRMENTS VAN- ACCESSIBLE PARKING MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE OR 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED R7-8 ONE SIGN PER SPACE REQUIRED R7-8 A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE ONE SIGN PER SPACE REQUIRED R7-8 NO PARKING TYPICAL PAVEMENT MARKINGS 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" 1-1/2" 6" 1-1/2" TO Z-CUT DETAIL NOT TO SCALE NOTE: 1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS MILL PAVEMENT MIN 2" SAW CUT LINE. CUT TO CLEAN EDGE. EX DEPTH PLUS 2" UP TO 8". THEN EX DEPTH. MAX 30° EXISTING PAVEMENT NEW PAVEMENT 101 C500 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 107 C500 TRENCH DETAIL NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. 4. DETAIL MODIFIED FROM LCUASS DETAIL 1418. FIRE LANE NO PARKING FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 12" COLOR SCHEDULE BACKGROUND RED WHITE "NO PARKING", BORDER, "ARROW", "FIRE LANE" NOT TO SCALE 104 C500 FIRE LANE - NO PARKING SIGN Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOT TO SCALE 103 C500 TYPICAL SIGN POST 9 0.2% 9.78 LF 6" PVC @ 0.50% 9.96 LF 6" PVC @ 2.00% 0.2% 3.10 LF 6" PVC @ 0.20% 29.39 LF 6" PVC @ 0.50% 35.57 LF 6" PVC @ 0.50% 35.55 LF 6" PVC @ 0.50% 16.91 LF 6" PVC @ 0.50% 46.30 LF 6" PERF. PVC @ 0.20% 16.56 LF 6" PVC @ 0.50% 15.12 LF 6" PVC @ 0.50% 19.05 LF 6" PVC @ 0.50% 19.48 LF 6" PVC @ 0.50% 19.04 LF 6" PVC @ 0.50% 19.01 LF 6" PVC @ 0.50% 19.01 LF 6" PVC @ 0.50% 19.05 LF 6" PVC @ 0.50% 30.45 LF 15" RCP @ 0.20% 2.78 LF 6" PVC @ 0.15% 77.82 INV. 77.70 INV. 77.58 INV. 77.65 INV. 77.55 INV. EX INLET A STA 10+00.00 N: 131806.45 E: 195522.48 MONITORING WELL A1-W3 INV. OUT=4974.78 (SE) FG=4978.53 WATER QUALITY BASIN A2 STA 10+33.44 N: 131838.04 E: 195533.45 INSERTA TEE A3-N2 INV. IN=4975.60 (NE) INSERTA TEE A3-S1 INV. IN=4975.62 (SW) INSERTA TEE A3-N1 INV. IN=4975.55 (NE) 22.5° BEND A1-W2 INV. IN=4974.69 (NW) INV. OUT=4974.69 (SE) FG=4975.23 CONNECT TO TRENCH DRAIN INV. OUT=4975.75 (SW) FG=4978.32 90° BEND A3-S1.1 INV. IN=4975.67 (NW) INV. OUT=4975.67 (NE) FG=4976.21 DRAIN BASIN A3-S1.2 INV. IN=4975.85 (NW) INV. IN=4975.85 (NE) INV. OUT=4975.85 (SE) FG=4978.28 DRAIN BASIN A3-S1.3 INV. IN=4976.02 (NW) INV. IN=4976.02 (NE) INV. OUT=4976.02 (SE) FG=4978.33 DRAIN BASIN A3-S1.4 INV. IN=4976.17 (NW) INV. IN=4976.17 (NE) INV. OUT=4976.17 (SE) FG=4978.38 DRAIN BASIN A3-S1.5 INV. IN=4976.26 (NE) INV. OUT=4976.26 (SE) FG=4978.40 45° BEND A3-N2.1 INV. IN=4975.76 (N) INV. OUT=4975.76 (SW) FG=4976.30 45° BEND A3-N2.2 INV. IN=4975.84 (NW) INV. OUT=4975.84 (S) FG=4976.38 DRAIN BASIN A3-N2.3 INV. IN=4975.92 (NW) INV. IN=4975.92 (SW) INV. OUT=4975.92 (SE) FG=4977.52 DRAIN BASIN A3-N2.4 INV. IN=4976.01 (NW) INV. IN=4976.01 (SW) INV. OUT=4976.01 (SE) FG=4977.60 DRAIN BASIN A3-N2.5 INV. IN=4976.11 (NW) INV. IN=4976.11 (SW) INV. OUT=4976.11 (SE) FG=4977.67 DRAIN BASIN A3-N2.6 INV. IN=4976.20 (NW) INV. IN=4976.20 (SW) INV. OUT=4976.20 (SE) FG=4977.86 DRAIN BASIN A3-N2.7 INV. IN=4976.30 (NW) INV. IN=4976.30 (SW) INV. OUT=4976.30 (SE) FG=4977.86 DRAIN BASIN A3-N2.8 INV. IN=4976.39 (NW) INV. IN=4976.39 (SW) INV. OUT=4976.39 (SE) FG=4977.86 DRAIN BASIN A3-N2.9 INV. IN=4976.49 (SW) INV. OUT=4976.49 (SE) FG=4977.98 INSRTA TEE A1 STA 10+30.45 N: 131835.22 E: 195532.47 45° BEND A1-W1 INV. IN=4974.68 (NW) INV. OUT=4974.68 (E) FG=4975.22 32.16 LF 6" PVC @ 0.50% CAST IN PLACE TRENCH DRAIN (SEE DETAILS) 4960 4965 4970 4975 4980 4985 4990 4960 4965 4970 4975 4980 4985 4990 9+50 10+00 11+00 EX INLET A STA 10+00.00 RIM 4976.7± INV. IN 4974.24 (N) 2.99 LF 15" RCP @ 0.20% WATER QUALITY BASIN A2 STA 10+33.44 RIM 4978.6± INV. IN 4975.18 (NW) INV. OUT 4974.31 (S) EXISTING GROUND PROPOSED GROUND (SEE STORMTECH DESIGN BY ADS FOR CONTINUATION OF STORM A AND ADDITIONAL INFORMATION) INSRTA TEE A1 STA 10+30.45 RIM 4975.8± INV. IN 4974.30 (N) INV. IN 4974.68 (W) INV. OUT 4974.30 (S) 30.45 LF 15" RCP @ 0.20% No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C402 PLAN & PROFILE SUBGRADE PLAN & STORM LINE A A. Reese A. Boese 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 NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES 2.0% EXISTING SPOT ELEVATION PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SUB 8 SUBGRADE NOTES: 1. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - PLACEMENT AND COMPACTION OF BASE MATERIAL 2. SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE VAULT SYSTEM. 4. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE VAULT SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE SYSTEM. 5. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 6. SEE SHEETS C502-C504 AND PLANS BY ADS FOR ADDITIONAL DESIGN INFORMATION. 7. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 8. VAULT LAYOUT SHOWN IN THESE PLANS IS FOR REFERENCE ONLY. FINAL VAULT LAYOUT AND DESIGN SHALL BE PER MANUFACTURER. CURRENT DESIGN AND SPECIFICATIONS PROVIDED BY ADS (ADS PROJECT #164679). NOT TO SCALE UNDERGROUND DETENTION OUTFALL EXTEND LINER 24"-36" NOTE: 1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING AROUND OUTLET PIPE IN ADDITION TO GEOMEMBRANE LINER. SUB-BASE COURSE BASE COURSE CONCRETE PAVEMENT PVC OUTFALL PIPE PVC GEOMEMBRANE LINER SUBGRADE ELEVATION BASE COURSE CONCRETE PAVEMENT SUB-BASE COURSE STORMTECH SC-310 CHAMBER NOT TO SCALE TYPICAL STORMTECH SC-310 DETENTION CHAMBER NOTE: 1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING ON BOTTOM AND SIDES OF ALL CHAMBER RETENTION AREAS. 2. FINAL DESIGN AND LAYOUT OF STORMTECH CHAMBERS BY OTHERS. 6" SLOTTED PVC UNDERDRAIN 6" (MIN.) \A1;6" (MIN.) 16" MIN. VARIES (44" MIN.) 6" 16" VARIES (6" MIN.) STORM DRAIN LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING RIGHT OF WAY EXISTING WATER MAIN PROPOSED STORM DRAIN NOTES: 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEERING AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 4. 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. 5. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 6. REFER TO SHEET C502 FOR WATER QUALITY STRUCTURE DETAILS. 7. REFER TO LANDSCAPE PLANS FOR ADDITIONAL TRENCH DRAIN AND GRATE INFORMATION. W G T E EXISTING STORM DRAIN EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE W/ CURB STOP EASEMENT LINE PROJECT BOUNDARY PROPOSED UNDERDRAIN UD PROPOSED AREA DRAIN INLET (5.3%) (4.8%) (4.4%) 2.0% 11.9% SAWCUT LINE 77.98 77.86 77.86 78.70 78.70 78.70 78.44 78.40 78.38 79.06 78.93 79.52 78.05 78.11 79.14 78.76 79.14 78.63 79.11 79.52 79.14 79.16 79.16 79.14 X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC H Y D ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT S X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 6" W 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS C S LINDEN STREET (100' PUBLIC R.O.W.) W UD UD UD UD UD (77.79) (76.86) (76.55) (76.70) (76.67) (75.28) 78.70 78.70 78.40 TW 78.36 78.81 (75.68) (75.39) 78.45 78.61 78.50 (77.53) 77.10 BW (76.73) (76.36) 77.42 78.58 (76.74) 76.78 FFE=78.70 78.51 78.38 78.38 78.42 (78.06) 78.33 78.33 78.33 78.33 78.33 78.33 78.44 78.39 78.19 78.47 77.55 BW 78.40 TW 78.45 78.70 7.0% 3.7% 15.6% 5:1 4:1 4:1 3.1% 2.1% 2.8% (0.4%) (6.7%) (3.2%) (6.9%) (1.9%) (12.3%) 2.3% 1.8% 2.0% 0.5% 0.5% 1.0% 1.5% 0.5% 2.0% 1.2% 0.5% 5.0% 1.6% 7.8% 2.9% (0.9%) 4:1 2.1% 2.1% 78.62 78.70 78.62 78.70 77.86 77.67 77.60 77.52 76.73 BW 76.75 TW 78.42 TW 77.75 77.82 77.96 78.17 78.25 77.19 77.26 78.29 77.98 78.51 78.48 78.48 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C401 DETAILED GRADING PLAN A. Reese A. Boese 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 NORTH LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. ALL SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED CURB & GUTTER PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED UNDERDRAIN UD City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 7 MATCHLINE-SEE LOWER LEFT MATCHLINE-SEE UPPER RIGHT 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS C S JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) BLOCK 7 BLOCK 13 78.37 78.76 W E E E E E E E E E E UD UD PROPOSED WATER QUALITY BASIN TIE TO EXISTING CURB & GUTTER SAWCUT LINE (78.13) EXISTING 6' WALK EXISTING ±6" TIMBER WALL 6" SUBDRAIN (SEE SUBGRADE PLAN SHEET C402) (77.79) (78.54) LOT 2 LOT 4 LOT 6 LOT 8 LOT 10 LOT 12 LOT 14 16' ADDITIONAL ROW (78.35) 78.50 78.37 79.11 78.98 78.59 (76.86) (76.55) (76.70) (76.67) (75.28) (78.31) (78.31) (78.25) 78.67 78.70 78.70 78.36 78.81 (75.68) (75.39) 78.45 78.61 78.50 (78.21) (77.53) (76.73) (76.36) 77.42 78.58 (76.74) 76.78 (78.28) FFE=78.70 78.51 PROPOSED TIMBER WALL 78.38 78.38 (78.06) 8' UTILITY EASEMENT 78.33 78.33 78.33 78.33 78.33 78.33 TRENCH DRAIN (TYP.) PROPOSED STORMTECH WATER QUALITY CHAMBERS (SEE SHEET C402) 78.32 78.36 78.59 78.44 78.19 78.47 PROPOSED CONCRETE WALL 6" PVC ROOF LEADER (TYP.) (SEE DETAIL 307/C602) 78.70 79.62 7.0% 3.7% 0.5% 2.0% 2.1% 15.6% 5:1 4:1 4:1 3.1% 2.1% 2.8% 2.2% (1.5%) (0.9%) (1.3%) (2.3%) (0.4%) (6.7%) (1.9%) (3.5%) (3.2%) (6.9%) (5.3%) (4.8%) (4.4%) (1.9%) (12.3%) 2.3% 2.0% 11.9% 1.8% 2.0% 0.5% 0.5% 1.0% 1.5% 0.5% 2.0% 1.2% 0.5% 5.0% 1.6% 7.8% 2.9% (0.9%) (3.4%) 4:1 2.1% 2.1% 78.62 78.70 78.62 78.70 77.86 77.67 77.60 77.52 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C400 GRADING PLAN N. Haws A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. ALL SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 5. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED CURB & GUTTER PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED UNDERDRAIN UD City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 6 6" SS 6" SS 6" SS 6" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS C S TF X X X X X X X X X X X X X X X X X X X X X JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) BLOCK 7 BLOCK 13 LOT 1 LOT 2 LOT 4 LOT 6 LOT 8 LOT 10 LOT 12 LOT 14 PROPOSED 8' UTILITY & ACCESS EASEMENT CONNECT TO EXISTING SANITARY SEWER (LOCATION APPROXIMATE SEE NOTE 8.) SERV. INV ± 4967.3 APPROXIMATE ASPHALT PATCHING (SEE NOTE 9.) S70°53'44"E 3.9± 6" PVC FIRELINE APPROXIMATE LOCATION EXISTING 16" WATER (FORT COLLINS UTILITIES) APPROXIMATE LOCATION EXISTING 6" SANITARY SEWER (CITY OF FORT COLLINS) APPROXIMATE LOCATION EXISTING 10" WATER (FORT COLLINS UTILITIES) EXISTING 6' WALK PROPOSED 16' ADDITIONAL ROW 24' EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT) ±72.6' ACCESS EASEMENT (BY SEPARATE DOCUMENT) N41°36'16"E 65.7± 6" PVC FIRELINE N41°36'16"E 65.7± 6" PVC FIRELINE N64°06'16"E 19.7± 6" PVC FIRELINE FIRE SERVICE (SEE NOTE 7) SANITARY SEWER SERVICE INV ± 4969.9 RELOCATED 2" IRRIGATION METER CONNECT TO EXISTING WATER MAIN 1.5" WET TAP CONNECT TO EXISTING WATER MAIN 16"x6" WET CONNECTION w/ TB APPROXIMATE ASPHALT PATCHING (SEE NOTE 9) PROPOSED ELECTRIC TRANSFORMER PROPOSED TRASH ENCLOSURE PROPOSED STORMTECH WATER QUALITY CHAMBERS (SEE SUBGRADE PLAN SHEET C402) CONNECT TO EXISTING CURB INLET ROOF LEADER (TYP.) (SEE SHEET C402) PROPOSED TRENCH DRAIN (SEE SHEET C402) PROPOSED UNDERDRAIN STORM DRAIN LINE A (SEE SHEET C402) PROPOSED WATER QUALITY BASIN EXISTING STORM DRAIN INLET 1.5" WATER METER 33.3± 1.5" WATER SERVICE BUS PAD 1.5" WATER SERVICE 45.1± 1.5" WATER SERVICE "NO PARKING - FIRE LANE" HC PARKING PROPOSED TREE WELL(S) CONCRETE SCORING (TYP.) N48°21'10"W SANITARY SERVICE 132.7± @ 2.0% 6" PVC CONTRACTOR TO BORE SANITARY SERVICE CONNECTION BETWEEN EXISTING TREES ±54.4' PROPOSED CRUSHER FINES TRAIL 22.50° BEND w/ TB N:131980.71 E:195392.28 45.00° BEND w/ TB N:131989.30 E:195409.98 N:131817.35 E:195606.73 N:132016.50 E:195282.62 N:131931.55 E:195348.63 N:131928.23 E:195352.37 N:131800.40 E:195525.99 N:131866.52 E:195584.60 N:132073.98 E:195333.56 FIRE PIT EXISTING IRRIGATION SERVICE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C300 UTILITY PLAN A. Reese A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 5 LEGEND: PROJECT BOUNDARY PROPOSED CURB & GUTTER 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 CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREA, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. FIRE LINE SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE FINISHED FLOOR ELEVATION. 8. PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 9. 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. NOTES: W FDC PROPOSED EASEMENT LINE EXISTING LOT LINE PROPOSED WATER SERVICE LINE W PROPOSED SANITARY SERVICE LINE S PROPOSED FIRE SERVICE LINE F EXISTING FIRE HYDRANT H Y D EXISTING WATER LINE EXISTING SANITARY SEWER LINE & MANHOLE SS EXISTING BURIED ELECTRIC E EXISTING LIGHT POLE EXISTING LIGHT POLE ELEC VAULT EXISTING SIGN EXISTING TRAFFIC VAULT TRAFFIC VAULT EXISTING IRRIGATION VAULT IRR VAULT EXISTING TELEPHONE PEDESTAL T EXISTING STORM INLET EXISTING RAILROAD TRACKS S PROPOSED WATER METER W PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED DOWNSPOUT PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED FENCE X 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C200 PAVING & SIGNAGE PLAN A. Reese A. Boese 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOTES: 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 4. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. 5. REFER TO ARCHITECTURAL PLANS FOR PRIVATE SIGNAGE AND STRIPING INFORMATION. 6. CONCRETE PARKING AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. NORTH EXISTING RIGHT OF WAY LEGEND: PROPOSED CURB & GUTTER EASEMENT LINE PROJECT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE PROPOSED LIGHT-DUTY ASPHALT PAVING PROPOSED HEAVY-DUTY ASPHALT PAVING LOT LINE EXISTING CONCRETE SUB-BASE DETENTION AREA PROPOSED EDGE RESTRAINT EDGE TREATMENT KEY 1 18" VERTICAL CURB & GUTTER 2 30" VERTICAL CURB & GUTTER 3 24" EDGE RESTRAINT 4 THICKENED CONCRETE EDGE 5 CURB TRANSITION 4 MATCHLINE-SEE LOWER LEFT MATCHLINE-SEE UPPER RIGHT C S JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) BLOCK 7 30' VACATED R.O.W. BK 1680, PG 064 EXISTING "JEFFERSON STREET PARK" SIGN TO BE REMOVED "EXISTING "NO TRESPASSING" SIGNS TO BE REMOVED "NO ALCOHOL IN PARK" SIGN TO BE REMOVED EXISTING 6' SIDEWALK "2 HR PARKING" BLOCK 13 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ±124 LF CONCRETE CURB TO BE REMOVED SAWCUT LINE "NO PARKING" & "BUS STOP" SIGNS TO BE RELOCATED EXISTING BENCH TO BE RELOCATED EXISTING BENCH EXISTING INFORMATIONAL HISTORY SIGN EXISTING STORM INLET GRATE=4976.74 INV OUT=4974.24 (SW) 18" CMP EXISTING STORM INLET GRATE=4975.27 INV OUT=4973.48 (SE) 6" CMP EXISTING TREE TO BE REMOVE (TYP.) EXISTING WATER SPIGOT AND IRRIGATION MANHOLE TO BE REMOVED IRRIGATION METER TO BE RELOCATED LOT 2 LOT 4 LOT 6 LOT 8 LOT 10 LOT 12 LOT 14 LOT 3 LOT 5 LOT 7 LOT 9 LOT 11 LOT 13 LOT 15 UNION PACIFIC RAILROAD COMPANY EXISTING CONCRETE VAULT RIM=4976.80 INV OUT=4972.65 (SW) 6" METAL PIPE EXISTING TIMBER WALL TO REMAIN EXISTING "NO PARKING" SIGN EXISTING "NO PARKING" SIGN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING STRIPING (TYP.) REMOVE EXISTING STRIPING (TYP.) REMOVE AND REPLACE ±1715 SF ASPHALT REMOVE AND REPLACE ±51 SF CONCRETE EXISTING TREE TO REMAIN (TYP.) APPROXIMATE LOCATION EXISTING 16" WATER (FORT COLLINS UTILITIES) APPROXIMATE LOCATION EXISTING 6" SANITARY SEWER (CITY OF FORT COLLINS) APPROXIMATE LOCATION EXISTING 6" SANITARY SEWER (CITY OF FORT COLLINS) APPROXIMATE LOCATION EXISTING 10" WATER (FORT COLLINS UTILITIES) / / / / / / / / / / / / / / / / / / / / / / / / / ±227 SQ. FT. CONCRETE DRIVEWAY TO BE REMOVED AND REPLACED WITH VERTICAL CURB ±74.1 LF 6' SIDEWALK TO BE REMOVED AND REPLACED EXISTING TREE TO REMAIN (TYP.) ±497 SF CONCRETE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING "PRIVATE PARKING" SIGNS TO BE REMOVED EXISTING IRRIGATION CONTROL BOX TO BE REMOVED APPROXIMATE LOCATION EXISTING IRRIGATION CURB STOP EXISTING TRAFFIC CONTROL BOXES No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet JEFFERSON AND LINDEN RESTAURANT 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 E N G I N E E R I N G N O R T H E RN 01/18/17 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 www.northernengineering.com Phone: 970.221.4158 DATE: JAN. 18, 2017 of 16 C100 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese A. Boese 1"=20' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF 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. REFER TO THE LANDSCAPE PLAN FOR TREE INSPECTION AND MITIGATION. 8. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. EXISTING SANITARY SEWER EXISTING WATER EXISTING FENCE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y CONTROL IRR H2O G EXISTING LOT LINE Northern Engineering Services, Inc. Project No. 939-001 Date: August 08, 2014 ORIGINAL FIELD SURVEY BY: 8" SS 8" W EXISTING ELECTRIC E LEGEND: G T EXISTING STORM DRAIN X EXISTING PAVEMENT TO BE REMOVED EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) 1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3. AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF (1 2) OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11. ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 3 RAILROAD TRACKS Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6 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 & Erosion Control Report for Jefferson and Linden Restaurant dated January 11, 2017 by Northern Engineering 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 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 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 th e 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation: 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation: 4979.75 Basis of Bearings Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West 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: 48. Approved Variances are listed as follows: (None) CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and be located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage & Erosion Control Report for Jefferson and Linden Restaurant dated January 11, 2017 by Northern Engineering 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. 2 Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner Ripley Design, Inc. Klara Rossouw 419 Canyon Ave Ste 200 Fort Collins, Colorado 80521 (970) 224-5828 JANUARY 2017 PROJECT LOCATION VICINITY MAP NORTH 1"=1500' 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 DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation: 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation: 4979.75 Basis of Bearings Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West Northern Engineering Services, Inc. Project No. 838-014 Date: August 8, 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CONTACT INFORMATION PROJECT TEAM: Nick Haws, PE, LEED AP Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 Eric Smith, PLS Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 LANDSCAPE ARCHITECT / APPLICANT CONTACT INFORMATION PROJECT TEAM: JPUC HOLDINGS, LLC Ryan Houdek & Ty Fulcher 1 Old Town Square, Ste 7 Fort Collins, Colorado 80521 SHEET INDEX C000 C001 C100 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 UTILITY CONTACT LIST: * UTILITY COMPANY PHONE NUMBER COVER SHEET GENERAL AND CONSTRUCTION NOTES EXISTING CONDITIONS & DEMOLITION PLAN A PORTION OF BLOCK 7 AND A PORTION OF VACATED JEFFERSON STREET, 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 JEFFERSON AND LINDEN RESTAURANT UTILITY PLANS FOR OWNER SITE ENGINEER SURVEYOR GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power----- Jim Spaulding (970) 416-2772 CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins------------------------ Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities-------------- Shane Boyle (970) 221-6339 * 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. C600 DRAINAGE EXHIBIT ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ C400 GRADING PLAN C300 UTILITY PLAN C700 EROSION CONTROL PLAN 1 C701 EROSION CONTROL DETAILS C500 SITE DETAILS C402 SUBGRADE PLAN & STORM LINE A PLAN & PROFILE C501 UTILITY DETAILS C502-C504 DRAINAGE DETAILS C200 PAVING & SIGNAGE PLAN C401 DETAILED GRADING PLAN