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HomeMy WebLinkAboutTHE SLAB - FDP - FDP160022 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSRESEARCH BLVD. ROLLAND MOORE DR. ST AVE DRAKE RD. JUNIPER LN W PITKIN ST SHEELY DR S WHITCOMB ST HOBBIT JOHNSON DR UNIVERSITY AVE SOUTH DR BAY RD W STUART ST W PITKIN ST SPRINGFIELD DR WESTWARD DR SHIRE CT WORTHINGTON BENNETT RD HEATHERIDGE RD S SHIELDS ST UNIVERSITY AVE EAST DR W LAKE ST PROSPECT RD. COLLEGE AVE. (U.S. 287) CENTRE AVE. CENTRE AVE. UNIVERSITY AVE W ELIZABETH ST C0.00 COVER SHEET C. Snowdon B. Ruch N.A. MAY 2016 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 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 C0.01 GENERAL & CONSTRUCTION NOTES C. Snowdon B. Ruch N.A. Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 5028 5028 X X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC H Y D VAULT ELEC VAULT CABLE GAS W VAULT CABLE VAULT ELEC W CABLE H2O WW W C S W W S O X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC H Y D VAULT CABLE GAS VAULT CABLE VAULT ELEC W W S O X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G W W VAULT CABLE VAULT ELEC X X X X X X VAULT CABLE VAULT CABLE X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE VAULT CABLE VAULT CABLE 5028 5028 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO UD UD UD UD UD UD CO WEST PROSPECT ROAD (81' PUBLIC ROW) OWNER: COLORADO FARM C5.00 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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. C5.01 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CP TEST STATION U S A \A1;1 1/8" 7/16" 3 1/2" 7 5/16" 5/2" 8" A S U I E J W STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW C5.02 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" \A1;VARS. \A1;8" \A1;8" \A1;STANDARD 6" THICK GUTTER STANDARD 6" VERTICAL \A1;3'-6" WARPED GUTTER \A1;3'-4" DEPRESSED GUTTER \A1;3'-6" WARPED GUTTER {\LLONGITUDINAL SECTION} {\LTRANSVERSE SECTION} {\LISOMETRIC VIEW} \A1;6" C5.03 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 C5.04 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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: C5.05 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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: 18.6" (472 mm) \A1;1.8" TRUEGRID TRUEGRID {" WASHED AGGREGATE SURFACING (SEE OVERALL GRADING PLAN)} \A1;36" MIN. \A1;6" SUB-BASE (NO. 57) NATIVE SOIL PER GEOTECHNICAL RECOMMENDATIONS \A1;18" SUB-BASE (NO. 3) \A1;5' 6" DIA. PVC UNDERDRAIN SLOPE 0.5% MIN \A1;5' \A1;1.50% \A1;2.00% \A1;CONCRETE \A1;CONCRETE \A1;6' \A1;\A1;BIO-SWALE 2' \A1;30' ACCESS EASEMENT 6" DIA. PVC UNDERDRAIN SLOPE 0.5% MIN C5.06 CONSTRUCTION DETAILS C. Snowdon B. Ruch N.A. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 5028 5028 X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE GAS VAULT CABLE VAULT ELEC X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G VAULT CABLE VAULT ELEC G G G G VAULT ELEC VAULT CABLE VAULT C6.01 EROSION CONTROL DETAILS C. Snowdon B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF 5028 5028 X X X X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE GAS VAULT CABLE VAULT ELEC X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE T RAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G UD CO CO CO UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO UD UD UD UD UD UD CO WEST PROSPECT ROAD (81' PUBLIC ROW) OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC acres N1 0.58 0.23 0.73 acres N2 0.89 0.58 1.00 acres N3 0.76 0.20 0.95 acres S1 0.62 0.10 0.78 acres S2 0.71 0.21 0.89 acres S3 0.89 0.08 1.00 acres S4 0.64 0.07 0.80 acres OS1 0.74 0.31 0.93 acres OW1 0.34 0.37 0.43 acres ON1 0.49 0.25 0.61 n2 n1 n3 ow1 os1 s1 s2 s3 s4 POND OUTLET STRUCTURE NORTH DETENTION POND HWSE = 5027 (HATCHED) 2' TRICKLE PAN CURB CUT 2' CROSS PAN OVERFLOW BEYOND WATER QUALITY CAPTURE VOLUME 2' CROSS PAN CURB CUT CURB CUT SOFT PAN SOFT PAN PIPE END CURB CUT SOUTH DETENTION POND HWSE = 5025.8 (HATCHED) POND OUTLET STRUCTURE CONCRETE CHASE SIDEWALK CHASE RIPRAP (TYPICAL) AREA INLET BIO-SWALE BIO-SWALE DRY WELL 2' TRICKLE PAN AREA OF PONDING EXCEEDING 12" AREA INLET CURB CUT STORMTECH VAULTS STORMTECH VAULTS CURB CUT DRAIN BASIN DRAIN BASIN WQ STRUCTURE WQ STRUCTURE n3 ELEC V.P. X X VAULT ELEC C VAULT ELEC X E E E E E E X X X X UD UD UD CO UD UD UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET on1 2' SIDEWALK CHASE BIO-SWALE C7.00 DRAINAGE EXHIBIT C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 NOTES: 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED INFLOW VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B1 0.69 1.79 0.86 f2 BASIN ACREAGE DESIGN POINT BASIN DELINEATION MINOR RUNOFF COEFFICIENT MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES 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 FINAL DRAINAGE REPORT FOR OBSERVATORY PARK BY DMW CIVIL ENGINEERINGS, DATED AUGUST 27, 2007 FOR ADDITIONAL INFORMATION. APPROXIMATE LIMITS OF DEVELOPMENT LOD PROPOSED OUTFALL VERTICAL CURB & GUTTER PROPOSED BIO-SWALE BENCHMARK/BASIS OF BEARING {PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTRE AVE., ON A WATER VALVE PIT. ELEVATION=5010.65 CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION=5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'. BASIS OF BEARINGS BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 1 AS BEARING NORTH 89 22' 14" WEST (ASSUMED BEARING).} LEGEND: MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE COLORADO Know what's below. Call before you dig. R VEHICLE CONTROL TRACKING PAD NOT TO SCALE MANHOLE ROCK BERM SHALL 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %%uSECTION A-A A A %%uPLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %%uSECTION B-B %%uPLAN 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 \A1;3' \A1;2' 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 \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE IP WATTLE INSTALLATION NOT TO SCALE %%UWATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' %%UWATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE ROCK WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %%uCURB INLET WATTLE PROTECTION SETUP%%u SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER ROCK WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER ROCK WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {\LIMPERMEABLE INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET %%UCONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB %%UCURBSIDE CHECKDAMS SETUP 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. 3" - 6" ROCK 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 CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA 9 C6.01 1 C6.01 4 C6.01 2 C6.01 WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY WITH NO GAPS (TYP.) TIGHTLY ABUTTING INLET %%UPLAN VIEW ENTRENCH 3" FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON IP WP STORMWATER SECTION G-G STAKE WATTLE STAKE G PLAN END FLARED SECTION WATTLE END SECTION FLARED G IP FES INLET PROTECTION NOT TO SCALE 6 C6.01 DROP INLET PROTECTION NOT TO SCALE 5 C6.01 SOIL RIPRAP SCHEDULE NOT TO SCALE NOTE: COORDINATE STABILIZATION TOPSOIL, SEED, AND MULCH WITH LANDSCAPE ARCHITECT. 7 C6.01 NOT TO SCALE SOIL RIPRAP INSTALLATION TYPE H TYPE M TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH 50 * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 -- PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 M (d = 12 IN.) H (d = 18 IN.) VH (d = 24 IN.) TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT BY II PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 6 6 6 8 8 50 5500 TYPE II \A1;2\'50 \A1;SEE TABLE A1;2*d III \A1;SEE TABLE III STABILIZATION TOPSOIL FLARED END SECTION (TYP.) GRANULAR BEDDING STABILIZATION TOPSOIL TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL SOIL RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL} SOIL RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. ** FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40 SIEVE. \A1;12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC STABILIZATION TOPSOIL {\LFILTER FABRIC PLACEMENT AND LAP DETAIL} {\LLAP DETAIL} MIX UNIFORMLY 65% ORDINARY RIPRAP WITH 35% STABILIZATION TOPSOIL PRIOR TO PLACEMENT. STABILIZATION TOPSOIL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. PLACE STONE-SOIL MIX TO RESULT IN SECURELY INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS PROJECTING ABOVE DESIGN RIPRAP TOP GRADE. FINISHED GRADE (PER CIVIL GRADING PLANS) DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOIDS FROM FINISHED SURFACE TO SUBGRADE. \A1;D50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL \A1;D REQUIRE ADJUSTMENT OF FIRST LIFT 4" MIN 6" MAX 5" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE TABLES II AND III BELOW. 1.GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. 2.FINAL SOIL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK SHALL BE REWORKED. PLACE STABILIZATION TOPSOIL 4 TO 6 INCHES THICK OVER ROCK. NO MORE THAN 25 PERCENT OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON LANDSCAPE PLANS, AS APPLICABLE. COORDINATE SCOPE OF WORK AND RESPONSIBILITIES WITH OWNER AND LANDSCAPE CONTRACTOR. 3.PROVIDE CRIMP OR TACKIFY MULCH, HYDROMULCH, AND OR TURF REINFORCEMENT MAT (TRM) / EROSION CONTROL BLANKET ALONG WITH PLANTING, PER APPROVED LANDSCAPE PLANS, TO ENSURE VEGETATION BECOMES ESTABLISHED AND SEED DOES NOT WASH AWAY. 4.PREPARE COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS, OR PLACE ON UNDISTURBED SUBGRADE. {\LTYPICAL SOIL RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. NO MORE THAN 25% OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {\LPLACEMENT NOTES:} {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN 8 C6.01 SOIL RIPRAP SEE NOTE 4 BELOW. SLOPE VARIES (SEE PLANS) 50 \A1;2*d SOIL RIPRAP \A1;4" TO 6" SOIL RIPRAP SOIL RIPRAP (ROCK-SOIL MIX) GRANULAR BEDDING TOPSOIL 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 ROCK SOCK DETAIL NOT TO SCALE 3 C6.01 RS ELEC VAULT ELEC VAULT ELEC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G UD CO CO CO UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO UD UD UD UD UD UD CO WEST PROSPECT ROAD (81' PUBLIC ROW) OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CWA RP RS SF SF SF SF SF SF SF SF SF SF SF RW RP RP RP NORTHERN DETENTION POND AREA INLET OUTLET STRUCTURE SUMP CONNECTION SOFT PAN CURB CUT CURB CUT CURB CUT CURB CUT CURB CUT PROPOSED STORM DRAIN SF SF SF SF SF STORMTECH VAULTS 6" PERFORATED UNDER DRAIN IP VTC RW RW RW RS RS RW RW RW SF SF SF RS RS RS RS RS SF SF SF SF SF SF SF POND OUTLET RS RS IP IP SF SF SF SF SF SF PERFORATED UNDER DRAIN IP PROPOSED DRY WELL SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF AREA INLET IP IP IP AREA INLET AREA INLET SOUTHERN DETENTION POND RS RW RW RW STORMTECH VAULTS BIO-SWALE 6" PERFORATED UNDER DRAIN AREA INLET IP AREA INLET IP AREA INLET IP AREA INLET IP AREA INLET IP ELEC V.P. X X VAULT ELEC C VAULT ELEC X E E E E E E X X X X UD UD UD CO UD UD UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET SF SF SF RW RS TEMPORARY TYPE III BARRICADE RS SF SF SF SF SF PERFORATED UNDER DRAIN AREA INLET IP C6.00 EROSION CONTROL PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 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, SAND BAGS 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 CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 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 METHODS. EROSION CONTROL NOTES: BENCHMARK/BASIS OF BEARING 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS PROPERTY BOUNDARY SILT FENCE SF INLET PROTECTION IP ROCK WATTLE PROTECTION RW ROCK SOCK RS VEHICLE TRACKING PAD VTC SF CONCRETE WASHOUT AREA CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2.TOTAL DISTURBED AREA = 1.989 ACRES 3.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED MAY 4, 2016 FOR ADDITIONAL INFORMATION. } GENERAL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter {PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTRE AVE., ON A WATER VALVE PIT. ELEVATION=5010.65 CITY OF FORT COLLINS BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION=5025.67 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'. BASIS OF BEARINGS BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 1 AS BEARING NORTH 89 22' 14" WEST (ASSUMED BEARING).} LEGEND: MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE www.northernengineering.com 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 703 C5.06 BIORETENTION SAND MEDIA SPECIFICATIONS CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1. Refer to project specifications for excavation requirements. B.Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. {NOTES: }1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATION FOR MORE INFORMATION ON THE SOIL MIX. 2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. \A1;2' DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN CAP REDUCER & DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 6-2-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC 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. 6-2-06 CJA 2.00" MIN Ø .375" MAX BASIN SHOULD BE PERFORATED WITH 8 HOLES PER ROW (1 EVERY 45°) HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 24" X 12" CAP REDUCER TOP VIEW 12" DOME GRATE (1299CGD) 24" DRAIN BASIN BODY WITHOUT BOTTOM CAP NOTE: ALL DRY WELL GRATES SHALL BE SURROUNDED WITH COBBLE MULCH (SEE DETAIL THIS SHEET). D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T 4" MIN ON 8" - 24" 6" MIN ON 30" 4" MIN ON 8" - 24" 6" MIN ON 30" A \A1;A TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 2-14-06 DRAWN BY EBC 2-14-06 CJA 1:40 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. 1 VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) USE CAP REDUCER AND DOME GRATE 1 - 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 2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING. 3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NYLOPLAST DRAIN BASIN: 28 _ _ AG _ _X B° C 2" MIN Ø .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 2 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. FILL DRAIN BASIN WITH 3 4 " WASHED ROCK COBBLE MULCH (3"-6" CLEAN RIVER ROCK) 18" MIN. 18" MIN. WIDTH WIDTH GEO-TEXTILE FABRIC UNGER COBBLES D D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER. {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 4" 3 (MIN.) - 6 (MAX.) 1-1/16" 0.032" 0.413" 1.90 SQ. IN. 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 60%%D 90%%D 120%%D A \A1;C \A1;D \A1;B NOT TO SCALE 701 C5.06 DIMENSIONS FOR SLOTTED PVC PIPE NOT TO SCALE 700 C5.06 TYPICAL BIO-SWALE CROSS-SECTION NOT TO SCALE 704 C5.06 DRY WELL DETAILS NOT TO SCALE NOT TO SCALE 702 C5.06 EMERGENCY ACCESS CROSS-SECTION Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ©2015 ADS, INC. ADVANCED DRAINAGE SYSTEMS, INC. R Fort Collins The Slab - Basin S3 & S4 STORMWATER CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-160LP OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE.^J 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET THE MATERIAL REQUIREMENTS IN ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". (NOTE: THE SC160LP CHAMBER CLASSIFICATION HAS NOT YET BEEN ADDED TO THE ASTM F2418 STANDARD)^J 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM^J 1. STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-106LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE". 3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357, 4, 467, 5, 56, OR 57. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THE SITE DESIGN ENGINEER. 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 8. CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED. 9. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.^J 10. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT^J 1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE". · WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-106LP CONSTRUCTION GUIDE".^J 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. NOT TO SCALE 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 The Slab - Basin S3 & S4 Fort Collins 05/04/2016 CS Tool 2 5 --- 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality CONCEPTUAL LAYOUT (9) STORMTECH SC-160 CHAMBERS (18) STORMTECH SC-160 END CAPS INSTALLED WITH 6 " COVER STONE, 4 " BASE STONE, 40% STONE VOID INSTALLED SYSTEM VOLUME: 135 CF AREA OF SYSTEM: 348 FT² PERIMETER OF SYSTEM: 76 FT INSPECTION PORT PROPOSED STRUCTURE W/WEIR (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER) 8" x 8" ADS N-12 BOTTOM MANIFOLD, INV 0.96" ABOVE CHAMBER BASE (SIZE TBD BY ENGINEER / SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE) PROPOSED OUTLET CONTROL STRUCTURE (DESIGN BY ENGINEER / PROVIDED BY OTHERS) ISOLATOR ROW PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 8" ADS N-12 BOTTOM CONNECTION, INV 0.96" ABOVE CHAMBER BASE (SIZE TBD BY ENGINEER / SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE) 16.78' 21.35' 7.84' 19.40' 8" PREFABRICATED END CAP PART# SC160IEPP08 TYP OF ALL SC-160 8" CONNECTIONS AND ISOLATOR ROWS COMPUTER GENERATED CONCEPTUAL LAYOUT - NOT FOR CONSTRUCTION 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 The Slab - Basin S3 & S4 Fort Collins 05/04/2016 CS Tool 3 5 --- 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-160LP 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-160LP CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J 2. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J 3. 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.^J 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. 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. B 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 C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 14" (355 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. D C B *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 20" (510 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-160LP END CAP PERIMETER STONE (SEE NOTE 5) 14" (350 mm) MIN* 10' (3.0 m) MAX 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS NO SPACING REQUIRED BETWEEN CHAMBERS 25" (635 mm) 12" (300 mm) TYP SINGLE LAYER OF GEOGRID BX124GG TO BE INSTALLED SUBGRADE SOILS BETWEEN NON WOVEN GEOTEXTILE AND BASE STONE (SEE NOTE 3) A DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 4" (100 mm) MIN WITH GEOGRID BX124GG 12" (300 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 The Slab - Basin S3 & S4 Fort Collins 05/04/2016 CS Tool 4 5 --- 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^Ji) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii) 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.^J 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SC-160LP ISOLATOR ROW DETAIL NTS SC-160LP CHAMBER SC-160LP END CAP OPTIONAL INSPECTION PORT SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 8" (200 mm) HDPE ACCESS PIPE REQUIRED USE 8" OPEN END CAP PART #: SC160IEPP08 TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS Ø30" NYLOPLAST DRAIN BASIN PART # 2830AG (OR CONCRETE STRUCTURE BY OTHERS) SC-160LP 6" INSPECTION PORT DETAIL NTS CONCRETE COLLAR PAVEMENT SC-160LP CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART#06N12ST16IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) ADS N-12 HDPE PIPE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG06N SOLID COVER: 1299CGC GRATE: 1299CGS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION 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 The Slab - Basin S3 & S4 Fort Collins 05/04/2016 CS Tool 5 5 --- 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 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 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) PART # STUB A SC160IEPP 6" (150 mm) 0.66" (16 mm) 8" (200 mm) 0.80" (20 mm) SC160IEPP08 8" (200 mm) 0.96" (24 mm) ALL STUBS 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. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 35.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm) CHAMBER STORAGE 6.85 CUBIC FEET (0.19 m³) MINIMUM INSTALLED STORAGE* 15.0 CUBIC FEET (0.42 m³) WEIGHT 24.0 lbs. (10.9 kg) *ASSUMES 6" (152 mm) ABOVE, 4" (100 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY. 25.0" (635 mm) 12.0" (305 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END SC-160LP TECHNICAL SPECIFICATION NTS 4.4" (112 mm) A 11.7" (297 mm) 18.6" (472 mm) Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN 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 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 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA 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. 8-10-00 CJA DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O L Y N D U C T I L E I R O N T S A L P O L Y N D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - 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 3 - 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 NOT TO SCALE 500 C5.04 TYPICAL BASIN INSTALLATION OPTIONS PRIVATE DRAIN BASIN EXTEND MIN. 6" INTO SUBGRADE 8" VARIES (REFER TO STORM DRAIN PLAN) 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 12" TO BE SOLID, WITHOUT PERFORATIONS 12" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) {NOTE}: CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES. 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. 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 502 C5.04 FINISHED GRADE NYLOPLAST CLEANOUT END CAP ADJUST GRADE TO FINISH GRADE ELEVATION INJECTION MOLDED WT TEE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE HDPE PIPE (TYP) GASKETED CONNECTION INJECTION MOLDED WT 90° BEND DOWNSPOUT ADAPTER INSERTED IN RISER PIPE BUILDING FACE COORDINATE WITH STRUCTURAL TO AVOID FOOTING CONFLICTS NOT TO SCALE 501 C5.04 TYPICAL ROOF LEADER CONNECTION Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD MANHOLE 11/7/00 D-3 NBJ MANHOLE SHALL BE AS FOLLOWS: NOTE: MINIMUM INSIDE DIAMETER OF 27 IN. TO 42 IN. (INCL.) 24 IN. OR LESS VARIABLE ALTERNATE BASE 8 IN. MIN. 6 IN. 1 SLOPE IN./FT. RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE 2 IN. MIN. POURED INVERT 8 IN. MIN. 1 FT. 1 IN./FT. SLOPE 2 IN. 18 IN. MAX 48 IN. MAX. DEPTH 30 IN. MIN. DEPTH 5 FT. MIN. DEPTH RUNGS 12" O.C. MANHOLE 8 IN. SEE NOTE 24 IN. 24 IN. RING AND COVER - 400 LB. OR APPROVED EQUAL DENVER HEAVY BY MACLEAR FINISHED GRADE 16 IN. MAX 28 IN. MAX 48 IN. 72 60 IN. IN. DIAMETER MIN. MANHOLE POURED CONCRETE INSIDE AND OUT GROUT BASE TO CONE BASE MANHOLE SECTIONS ASTM C-478 INSIDE AND OUT GROUT SHIPLAP JOINT ECCENTRIC CONE ASTM C-478 GROUTED INSIDE AND OUT ADJUSTMENT SHIM BRICK &/OR CONCRETE BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR BEND WITH INLINE UPSTREAM MAIN & 90 LATERAL WITH DEFLECTOR WITH DEFLECTOR DIRECTLY OPPOSED LATERAL (HEAD LOSSES ARE STILL EXCESSIVE WITH THIS METHOD, BUT ARE SIGNIFICANTLY MORE THAN WHEN NO DEFLECTOR EXISTS) DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NJB 11/9/00 D-5 CHANNELING DETAILS FOR MANHOLES o BACK OF CURB EXTEND WALK 6" ON BOTH SIDES OF WALK SIDEWALK (TYP.) 3' 6" VARIES VARIES 3'-3" OPENING PLAN 8'-6" 3'-3" 3"A A C B B C (TYP.) (TYP.) (TYP.) 3/8" BRASS SCREW 18"O.C. EDGE OF STREET 12" R SLOPE 12" R WITH COUNTERSUNK HEAD FLUSH WITH PLATE 5/8" GALV. SECTION A-A SECTION B-B VARIES 6" WITH COUNTERSUNK HEAD FLUSH 3/8" BRASS SCREW-18" O.C. ANCHOR 18" #3 REBAR 1" 6" 3"x2"x3/8" GALV. ANGLE 3'-0" 5/8" GALV. PLATE 2'-0" 1/4" WITH PLATE 3" 6" SLOPE PLATE TO 0.5%%% SLOPE (MIN.) VARIES DETAIL 1 2'-0" O.C. SEE DETAIL 1 2 1 2 1 VARIES, SEE 5/8" GALV. STEEL PLATE 3"x2"x3/8" GALV. ANGLE BACK OF EDGE OF STREET CURB SLOPE VARIES PLANS EXPANSION EXPANSION MATERIAL MATERIAL SECTION C-C DEPRESSED \A1;VARIES #4@12" O.C. #4@12" #4@12" GUTTER DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 1/28/09 D-10B METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK 6" VARIES (2' MIN.) 1 1/2" 1' (MIN.) 1' (MIN.) NOT TO SCALE 402 C5.03 2' CONCRETE PAN 4" 4" 2" 4" 4" 2" 6" OUTLET PIPE FRONT VIEW SIDE VIEW NOT TO SCALE 401 C5.03 CONCRETE COLLAR NOT TO SCALE 400 C5.03 CURB CUT 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 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 1'-6" 1 1/2" 6" 1" 6" 6" 4 1/2" 12" NOT TO SCALE 301 C5.02 PRIVATE VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" 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" 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 Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 300 C5.02 ASPHALT PAVEMENT JOINT EXISTING ASPHALT SURFACE NOTE: 1.THE EXISTING ASPHALT SURFACE SHALL BE SAW-CUT AND REMOVED FROM THE EXISTING AGGREGATE BASE TO A LINE TWO FEET FROM AND PARALLEL TO THE EDGE OF EXISTING PAVEMENT. 2.THE ASPHALT SURFACE SHALL BE SAWED TO FORM A PERPENDICULAR CLEAN JOINT AND A COATING OF BITUMINOUS MATERIALS (PRIME COAT) SHALL BE APPLIED TO THE JOINT PRIOR TO THE PROPOSED SURFACING OPERATION. SAWCUT LINE (2' MIN) VARIES BEGIN FULL DEPTH ASPHALT \A1;3' (TYP.) 02/17/15 RESIDENTIAL LOCAL STREET ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1606a DRAWING DATE: FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. 6. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. PLAN VIEW NTS Ramp Flare Gutter Ramp Ramp Flare Curb Curb Conc. Flare Panels Panels Truncated dome panels: 1-2'x2.5' 1-2'x2' Truncated Dome Warning Detection Plan Locations LEGEND: BOC- Back of curb ⅊ Property Line PT - Point of Tangency Flow line Section A-A NTS 4'-6" 2'-6" 2'-0" 2'-0" t Varies Varies 4.5' 6.0' .5' 1.5' 4.5' 1.5 ' 12.0' 12.0' 4.5' .5' 4.5' 6.0' Landscaped Area PT Curb A A 6" Curb (TYP) 0" Curb Full height curb Truncated dome warning detection ⅊  PT of walk R15.0' ⅊ ⅊ & BOW 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Sidewalk Area to be landscaped Conc. walk Gutter or Apron Truncate Dome Warning Panel 1:12 Max slope 1:20 Slope PT of curb return 6" Conc. Flare 6" Curb (TYP) NOT TO SCALE See note 6 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 INFLOW OUTFALL 9" 6 1/8" 10" \A1;7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX 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 CP TEST AND LOCATOR STATION BOX 25 4/11/11 W J E I STREET STREET VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. 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 PVC WATER MAIN TRACER WIRE DETAIL 30 4/11/11 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 NOT TO SCALE 201 TYPICAL CLEANOUT DETAIL C5.01 2. 1. 3. SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN COMPACTED GRANULAR ELBOW MAIN GRADE AS REQ'D VARIES FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) PVC SDR 35 PIPE OVER CLEANOUT ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {\LSANITARY SEWER CLEANOUT REQUIREMENTS:} SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE VARIES COMPACTED GRANULAR 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 6" MIN. ELBOW SANITARY SEWER PIPE SANITARY SEWER PIPE 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOT TO SCALE 200 C5.01 PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) {NOTES:} 1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE REPORT BY KUMAR AND ASSOCIATES, INC., TITLED "GEOTECHNICAL ENGINEERING STUDY APARTMENT BUILDING808 WEST PROSPECT ROAD FORT COLLINS, COLORADO" (K+A PROJECT NUMBER: 02-3-130), DATED AUGUST 29, 2002, AND ANY SUBSEQUENT ADDENDA. 2.REFER TO PLANS BY RIPLEY DESIGN FOR ADDITIONAL HARDSCAPE INFORMATION. 3.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. 4.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. 5.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. ASPHALT { PAVEMENT SECTION} 4.5" HOT BITUMINOUS PAVEMENT (S OR SX) LIGHT DUTY PAVING ASPHALT { PAVEMENT SECTION} HEAVY DUTY PAVING 5" HOT BITUMINOUS PAVEMENT (S OR SX) 6" APPROVED SUBGRADE 6" APPROVED SUBGRADE CONCRETE {PAVEMENT SECTION } 6" CONCRETE CONCRETE { PAVEMENT SECTION } 5" CONCRETE 3" HOT BITUMINOUS PAVEMENT (S OR SX) 3.5" HOT BITUMINOUS PAVEMENT (S OR SX) 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL AND IN TAMP 3" LAYERS OPERATING NUT BACKFILL IN 6" LAYERS AND TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION NOT TO SCALE 100 C5.00 VALVE ASSEMBLY BOX 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 & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS %%UNOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %%uGENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. %%UPLAN 48" DIA. VIEW BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX 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 EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' DRAINAGE AND UTILITY EASEMENT PROPOSED 8' DRAINAGE AND UTILITY EASEMENT N:124076.60 \A1;PROPOSED 8' DRAINAGE AND UTILITY EASEMENT E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 DETENTION POND DETENTION POND PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT BIO-SWALE OUTLET STRUCTURE INFLOW CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER INFLOW CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER OUTFALL CURB & GUTTER ROOF LEADER CLEANOUT TRASH ENCLOSURE RAMP RAMP RAMP RAMP INFLOW CURB & GUTTER INFLOW CURB & GUTTER TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING EXISTING 30" VERTICAL CURB & GUTTER STORM DRAIN SOFT PAN CURB CUT 2' CONCRETE PAN CURB CUT CURB CUT CURB CUT CURB CUT 2' CONCRETE PAN 2' CONCRETE PAN 2' SIDEWALK CHASE 2' CONCRETE PAN TOP OF WALL EL=5026.61 RETAINING WALL FENCE FENCE & LANDSCAPE WALL STORM DRAIN FENCE 6" PERFORATED UNDER DRAIN TOP OF WALL EL=5028.00 LANDSCAPE WALL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 6" PERFORATED UNDER DRAIN 2' CONCRETE PAN DRY WELL BIO-SWALE STORMTECH VAULTS 6" PERFORATED UNDER DRAIN STORM TECH VAULTS CURB CUT DOME GRATE DOME GRATE 7.4% 1.3% 1.8% 0.5% DRAIN BASIN DRAIN BASIN 2.9% CURB CUT 2' CONCRETE PAN OVERFLOW WEIR FOR STORM ABOVE WATER QUALITY EVENT OVERFLOW WEIR FOR STORM ABOVE WATER QUALITY EVENT FFE=30.17 (26.43) (27.44) 25.46 27.69 (27.51) 28.07 28.01 27.73 26.11 26.22 26.38 26.58 25.63 25.94 26.00 26.86 26.12 26.18 26.26 26.24 25.94 26.38 26.00 26.06 26.14 26.12 25.82 26.41 26.29 26.57 26.87 26.93 27.02 26.96 27.21 27.28 27.26 27.19 26.45 27.85 27.80 27.74 27.78 27.72 28.04 27.37 27.11 27.02 27.04 27.04 27.30 27.87 27.86 27.86 27.86 27.52 27.75 27.73 27.58 27.52 27.52 27.52 27.76 27.92 27.62 28.72 28.09 28.00 28.32 27.54 27.28 27.22 27.22 27.28 27.54 28.04 28.15 27.02 25.94 24.09 25.95 25.99 25.74 22.87 24.22 26.81 24.50 25.50 27.54 25.99 25.71 28.62 27.92 28.00 26.77 26.79 26.95 28.00 28.50 28.60 28.97 27.99 28.15 26.76 25.81 24.83 25.74 26.03 25.94 28.11 29.93 27.92 28.37 28.32 24.28 (27.55) (27.71) 28.03 29.19 28.97 (27.33) (26.73) 27.53 26.82 27.95 27.89 27.38 28.13 27.10 28.02 27.73 (27.90) 25.68 25.25 25.13 25.23 24.66 28.32 28.15 28.30 27.13 27.05 26.44 26.24 24.62 24.40 28.83 28.23 28.71 28.38 28.38 28.32 28.41 28.47 28.77 29.11 24.56 23.67 23.33 (22.11) 22.18 22.68 (22.10) (23.40) 26.61 26.28 22.72 26.61 22.59 22.52 26.61 24.73 22.34 22.63 26.61 26.61 29.08 (25.48) (25.32) (26.44) (27.41) 27.85 27.86 27.54 28.45 27.23 28.85 28.26 28.02 28.21 24.49 25.87 25.90 26.15 26.17 28.27 26.81 27.86 27.69 27.54 (28.07) 29.13 28.67 27.12 27.04 27.21 23.90 23.82 23.98 24.78 24.71 24.86 24.03 29.33 28.83 24.71 28.00 28.00 28.00 28.00 25.64 26.24 12" LANDSCAPE WALL 12" LANDSCAPE WALL V.P. X X C X X X X X UD UD UD CO UD UD UD CO OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT BIO-SWALE 2' SIDEWALK CHASE TIE TO EXISTING TIE TO EXISTING EXISTING 31" DRIVE-OVER CURB & GUTTER LOD LOD LOD LOD LOD LOD LOD LOD 6" PERFORATED UNDER DRAIN 2' CONCRETE PAN (23.38) (23.73) (23.53) 12" LANDSCAPE WALL C4.00 GRADING PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R LEGEND: 5013 93 33.43 NOTES: 2.0%%% (47.45) 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 ELEVATIONS ARE ON THE VERTICAL DATUM NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES.{ 4.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL LOD PROPOSED VERTICAL CURB & GUTTER EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SWALE PROPERTY BOUNDARY PROPOSED LOT LINE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES PEDESTRIAN ACCESS RAMPS APPROXIMATE LIMITS OF DEVELOPMENT PROPOSED PAVERS SIDEWALK CHASE FIELD SURVEY BY: NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Northern Engineering Services, Inc NE Project No. 902-003 Date: March 26, 2014 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE C S WV WV WV WV W W W W W G G G G CTV CTV CTV CTV CTV VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO SS SS SS S W W W W W W W W W UD UD UD UD UD UD UD UD UD UD UD UD F UD UD UD UD UD W E E E E E E E E E E E E E E E G G UD CO E E E E W CO CO IR UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO UD UD UD UD UD UD CO EXISTING 8" DIP WATER APPROXIMATE LOCATION EXISTING CABLE PROPOSED DRAINAGE EASEMENT EXISTING FH WEST PROSPECT ROAD (81' PUBLIC ROW) PROPOSED 2" RESIDENTIAL METER VAULT EXISTING 6" DIP FIRE LINE EXISTING 4" WATER LINE APPROXIMATE LOCATION LIMITS OF ASPHALT REMOVAL AREA AREA OF ASPHALT & CONCRETE REMOVAL OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC 95.00 LF 6" DIP F.S. 37.71 LF 6" DIP F.S. 47.32 LF 2" W.S. 19.33 LF 2" W.S. 2" WATER SERVICE 6" DIP FIRE SERVICE EXMH A2 INV. IN=5021.59 (SW) INV. OUT=5021.39 (N) FG=5027.80 EX SANITARY SERVICE A4 INV. OUT=5024.15 (NE) FG=5030.07 EXCO A3 EXISTNG 64.14 LF 8" PVC @ 2.00% EXISTING CABLE VAULT (TO BE RELOCATED) EXISTING FIBER OPTIC EXISTING GAS LINE MARKER WATER QUALITY B2 INV.=5023.26 FG=5026.77 DOME GRATE B6 INV.=5024.74 FG=5026.24 END VAULT B4 INV.=5023.46 FG=5027.38 102.39 LF 8" PVC @ 0.20% 2.56 LF 8" PVC @ 0.20% 13.15 LF 6" PERF. PVC @ 2.00% CONCRETE COLLAR A8 FG=5025.46 JUNCTION A3 INV.=5022.84 FG=5025.70 JUNCTION A5 INV.=5023.75 FG=5029.02 JUNCTION A3-4 INV.=5024.20 FG=5030.17 PIPE END A1 FG=5022.56 JUNCTION A3-3 INV.=5023.24 FG=5029.67 31.49 LF 12" RCP @ 0.49% 160.10 LF 12" RCP @ 0.50% 39.41 LF 12" RCP @ 1.00% 18.50 LF 12" RCP @ 5.00% 6.43 LF 8" PVC @ 0.50% 5.72 LF 6" PVC @ 16.00% 20.00 LF 6" PVC @ 2.00% EXSTING SANITARY SERVICE A1 INV. OUT=5021.21 (W) FG=5025.36 DETENTION POND PROPOSED TRANSFORMER PROPOSED ELEC. SERVICE PROPOSED ELEC. METER PROPOSED GAS METER PROPOSED GAS SERVICE PROPOSED BIO-SWALE N:124076.60 E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 DETENTION POND PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED CURB CUT EXISTNG 64.14 LF 8" PVC @ 2.00% EXISTNG 53.31 LF 8" PVC @ 1.50% EXISTNG 318.04 LF 8" PVC @ 1.50% PROPOSED SOFT PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED CURB CUT PROPOSED CURB CUT DOME GRATE B2-1 INV.=5024.18 FG=5025.64 20.96 LF 6" PVC @ 2.00% BEGIN VAULT B3 INV.=5023.26 FG=5026.78 2.56 LF 6" PERF. PVC @ 0.20% BEGIN VAULT A7-1 INV.=5024.67 FG=5027.62 END VAULT A7-2 INV.=5024.74 FG=5028.21 PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN 24' PROPOSED EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' DRAINAGE AND UTILITY EASEMENT PROPOSED 15' UTILITY AND DRAINAGE EASEMENT PROPOSED 8' DRAINAGE AND UTILITY EASEMENT PROPOSED SOFT PAN PROPOSED UTILITY EASEMENT PROPOSED ACCESS EASEMENT AREA OF ASPHALT & CONCRETE REMOVAL 30' PROPOSED EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT 175.92 LF 6" PERF. PVC @ 0.50% 13.42 LF 8" PVC @ 9.39% DRY WELL B-2 INV.=5020.56 INV.=5020.59 INV.=5020.56 FG=5023.15 GRATE INLET A2 INV.=5022.70 FG=5024.49 POND OUTLET S1 FG=5022.34 PIPE END S FG=5026.61 1.50 LF 12" RCP @ 0.50% JUNCTION A4 INV.=5023.64 FG=5028.46 21.78 LF 12" RCP @ 0.50% PROPOSED 2' CONCRETE PAN JUNCTION B1 INV.=5023.13 FG=5028.16 65.89 LF 8" PVC @ 0.20% 34.47 LF 2" W.S. EXISTING 3 4" IRRIGATION TAP 176.00 LF 4" PERF. PVC @ 0.50% MONITORING WELL B-4 INV.=5023.53 FG=5025.71 52.13 LF 8" PVC @ 0.50% 120.61 LF 4" PERF. PVC @ 1.00% 11.42 LF 4" PERF. PVC @ 2.00% 102.19 LF 4" PERF. PVC @ 0.20% JUNCTION A3-1-1 INV. IN=5023.51 (W) INV. OUT=5023.51 (E) FG=5025.14 JUNCTION A3-1-2 INV. OUT=5024.72 (E) FG=5027.55 MONITORING WELL B2 INV. IN=5021.82 (S) INV. IN=5021.82 (N) INV. OUT=5021.82 (W) FG=5023.82 MONITORING WELL B4 INV. OUT=5025.02 (N) FG=5027.02 JUNCTION B5 INV. IN=5024.23 (NW) INV. OUT=5024.23 (E) FG=5027.54 WATER QUALITY INLET A7 INV. IN=5024.54 (NW) INV. IN=5024.66 (N) INV. OUT=5024.20 (E) FG=5027.63 5.72 LF 4" PVC @ 0.50% 38.14 LF 4" PERF. PVC @ 0.20% MONITORING WELL A6-1 INV. OUT=5024.23 (S) FG=5028.39 4.06 LF 4" PERF. PVC @ 0.20% JUNCTION A3-2-1 INV. OUT=5023.01 (E) FG=5030.17 JUNCTION A3-2 INV. IN=5022.98 (N) INV. IN=5022.98 (W) INV. OUT=5022.98 (S) FG=5027.15 29.31 LF 12" RCP @ 0.50% 22.08 LF 8" PVC @ 0.50% AREA OF ASPHALT & CONCRETE REMOVAL VERTICAL DEFLECTION B3 INV. IN=5022.70 (S) INV. OUT=5022.70 (N) FG=5024.70 VERTICAL DEFELCTION B-3 INV. IN=5021.44 (S) INV. OUT=5021.44 (N) FG=5024.05 46.37 LF 4" PERF. PVC @ 4.51% 46.45 LF 6" PERF. PVC @ 5.00% CONCRETE COLLAR B INV. IN=5022.92 (NW) FG=5022.92 PROPOSED CURB CUT PROPOSED CURB CUT UNDERGROUND DETENTION STORMTECH SC-160 CHAMBER PROPOSED CURB CUT UNDERGROUND DETENTION STORMTECH SC-160 CHAMBER PROPOSED BIO-SWALE JUNCTION A3-1 INV. IN=5022.87 (N) INV. IN=5023.28 (W) INV. OUT=5022.87 (S) FG=5024.79 PROPOSED OUTLET ELEC V.P. X X S VAULT ELEC C VAULT ELEC X CTV E E E E E E CTV CTV CTV CTV CTV CTV X X X X SS SS SS SS SS SS SS S UD UD UD E E E E E E CO UD UD UD CO EXISTING ELECTRIC VAULT OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXMH A (DROP MH) INV. IN=5015.82 (S) INV. IN=5012.41 (W) INV. OUT=5012.41 (E) FG=5023.77 EXISTING ELECTRIC VAULT EXISTING CABLE VAULT PROPOSED ELEC. SERVICE PROPOSED 2' SIDEWALK CHASE EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT 87.48 LF 4" PERF. PVC @ 0.53% 92.51 LF 4" PERF. PVC @ 0.50% MONITORING WELL B1 INV. OUT=5022.28 (S) FG=5023.59 MONITORING WELL B-1 INV. OUT=5021.05 (S) FG=5023.59 EXISTING SANITARY SEWER NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.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. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. { 9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. } {10.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.} 11.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.{ } 12.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 13.CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 14.CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT H Y D PROPOSED FENCE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH PROPOSED UNDERDRAIN UD NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 C3.00 UTILITY PLAN C. Snowdon B. Ruch 1"=20' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R PROPOSED LIGHTING MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE EXISTING CONCRETE SLAB FOUNDATION 24' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING ASPHALT PARKING LOT PROPOSED 5' DRAINAGE AND UTILITY EASEMENT EXISTING 15' UTILITY AND DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED 8' DRAINAGE AND UTILITY EASEMENT WEST PROSPECT ROAD (81' PUBLIC ROW) EXISTING 30" VERTICAL CURB & GUTTER TIE TO EXISTING N:123815.00 E:190818.56 TIE TO EXISTING N:123814.01 E:190900.97 TIE TO EXISTING N:123811.17 E:191221.97 8 COMPACT SPACES 15' @ 8' EACH PROPOSED 2' CURB CUT 15' 17' 6 SPACES @ 17' EACH 15' 17' 14 SPACES @ 9' EACH PARKING STRIPE (TYP.) 9 SPACES @ 9' EACH 4 SPACES @ 9' EACH "HANDICAP PARKING" SIGN 5' 17' 8.5' 17' 9 COMPACT SPACES @ 8' EACH 9 COMPACT SPACES @ 8' EACH 10 COMPACT SPACES @ 8' EACH 17' 14 SPACES @ 9' EACH EXISTING DRAINAGE EASEMENT PROPOSED 8' SIDEWALK PROPOSED 10' SIDEWALK 5' EOP-EOP PROPOSED BIO-SWALE 16' - PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER TRASH ENCLOSURE 24' - PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED PICNIC AREA PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL EXISTING 4' SIDEWALK EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING 4' SIDEWALK 24' 24' 24' - PROPOSED RAMP PROPOSED RAMP PROPOSED RAMP PROPOSED RAMP N:123841.14 E:190823.07 N:124079.38 E:190825.58 N:123838.26 E:191085.46 N:124076.60 E:191088.12 12' - 12' - PROPOSED LANDSCAPE WALL PROPOSED RETAINING WALL PROPOSED 1' CURB CUT PROPOSED 1' CURB CUT PROPOSED 2' CURB CUT PROPOSED 2' CURB CUT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CURB CUT PROPOSED FENCE PROPOSED FENCE & LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED FENCE PROPOSED "NO ENTRY" SIGN PROPOSED 31" DRIVE-OVER CURB & GUTTER 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED PUBLIC ACCESS EASEMENT 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 2' SIDEWALK CONCRETE CHASE PROPOSED UTILITY EASEMENT PROPOSED 6' SIDEWALK PAVEMENT REMOVAL AREA PAVEMENT REMOVAL AREA PAVEMENT REMOVAL AREA R30' R20' R20' 5' EOP-EOP PROPOSED "NO PARKING" SIGN LOT 2 LOT 1 PROPOSED LANDSCAPE WALL PROPOSED 2' CURB CUT PROPOSED 2' CONCRETE PAN ELEC V.P. X X VAULT ELEC VAULT ELEC X E E E E E E X X X X OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 31" DRIVE-OVER CURB & GUTTER WEST LAKE STREET N:124341.27 E:191117.09 5' EOP-EOP PROPOSED BIO-SWALE PROPOSED 2' SIDEWALK CHASE PROPOSED "NO OUTLET" SIGN PROPOSED "NO MOTORIZED VEHICLES" & "EMERGENCY ACCESS TO THE SLAB APARTMENTS ON PROSPECT AVENUE" SIGNS 5' EOP-EOP PROPOSED LANDSCAPE WALL NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY C2.00 PAVING PLAN HORIZONTAL CONTROL & C. Snowdon B. Ruch 1"=20' EXISTING FENCE X PUBLIC CONCRETE PAVING PROPOSED FENCE 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.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. 6.REFER TO LANDSCAPE, STRUCTURAL, AND ARCHITECTURAL PLANS FOR STEPS, CHEEK WALLS, SEAT WALLS, RAILINGS, FENCE, ETC. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com PRIVATE CONCRETE PAVING Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R PUBLIC ASPHALT PATCH MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE PROPOSED 8' UTILITY EASEMENT X X X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE TRAFFIC VAULT VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E G W W VAULT CABLE VAULT ELEC C S WV WV WV WV W W W W W G G G G CTV CTV CTV CTV CTV CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV W W SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO SS SS SS S W W W W W W W W W W EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT TO BE VACATED EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' DRAINAGE AND UTILITY EASEMENT TO BE VACATED EXISTING 15' UTILITY AND DRAINAGE EASEMENT TO BE VACATED EXISTING 10' PUBLIC ACCESS EASEMENT TO BE VACATED 1 1/2 STORY STUCCO HOUSE 1 STORY STUCCO GARAGE 1 STORY STUCCO GARAGE EXISTING 8' DRAINAGE AND UTILITY EASEMENT TO BE VACATED OWNER: DONALD R. & LINDA R. WENZEL OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT OWNER: RIDGE GATE PARTNERS, LLC OWNER: RIDGE GATE PARTNERS, LLC WEST PROSPECT ROAD (81' PUBLIC ROW) EXISTING 6' CITY OF FORT COLLINS EASEMENT TO BE VACATED BY CITY N:124076.60 E:191088.12 N:124079.38 E:190825.58 N:123841.14 E:190823.07 N:123838.24 E:191085.48 EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE TO BE REMAIN EXISTING TREE TO BE REMOVED (TYP.) EXISTING GRAVEL DRIVE TO BE REMOVED EXISTING CONCRETE SLAB FOUNDATION EXISTING ASPHALT PARKING LOT EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING 8" DIP WATER APPROXIMATE LOCATION EXISTING FIBER OPTIC EXISTING CABLE EXISTING CHAIN-LINK FENCE TO BE REMOVED EXISTING DRAINAGE EASEMENT TO BE VACATED EXISTING CONCRETE LANDSCAPE WALL TO BE REMOVED EXISTING 3"x3" WOOD POST TO BE REMOVED EXISTING GAS EXISTING 2" VERT. PVC TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) EXISTING SHED TO BE REMOVED IF NEEDED EXISTING SHED EXISTING SMALL TREES AND SHRUBS TO BE REMOVED EXISTING DRAINAGE EASEMENT TO BE VACATED EXISTING GRAVEL DRIVE ± 32 LF EXISTING VINYL FENCE TO BE REMOVED EXISTING 4' SIDEWALK TO BE REMOVED EXISTING FH EXISTING ELECTRIC VAULT TO BE RELOCATED EXISTING 30" VERTICAL CURB & GUTTER EXISTING 3" RESIDENTIAL METER VAULT AND SERVICE TO BE REMOVED EXISTING 3/4" CURB STOP, METER PIT, AND SERVICE TO BE REMOVED AND ABANDONED AT MAIN EXISTING 6" DIP FIRE LINE EXISTING 8" DIP WATER LINE APPROXIMATE LOCATION LIMITS OF ASPHALT REMOVAL AREA AREA OF ASPHALT & CONCRETE REMOVAL EXISTING CONCRETE LANDSCAPE WALL LIMITS OF CONCRETE REMOVAL AREA EXISTING 8" SANITARY SEWER EXISTING 6" SANITARY SEWER SERVICE TO BE VARIFIED EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING TREE TO BE REMOVED (TYP.) ± 10 LF EXISTING TIMBER WALL TO BE REMOVED EXISTING RETAINING WALL TO BE REMOVED EXISTING WATER METER TO BE ABANDONED AT MAIN PAVEMENT REMOVAL AREA EXISTING BUILDING LIMITS OF ASPHALT REMOVAL AREA LIMITS OF PAVEMENT REMOVAL AREA / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 3/4" CURB STOPS, METER PIT TO BE REMOVED EXISTING 3/4" SERVICE TO BE REMOVED LIMITS OF ASPHALT REMOVAL AREA EXISTING 8" WATER LINE EXISTING 4" WATER LINE ELEC V.P. X X X S VAULT ELEC C VAULT ELEC X CTV E E E E E E CTV CTV CTV CTV CTV CTV X X X X SS SS SS SS SS SS SS S EXISTING 30' EMERGENCY ACCESS, PUBLIC ACCESS, UTILITY AND DRAINAGE EASEMENT OWNER: RIDGE GATE PARTNERS, LLC OWNER: COLORADO FARM HOUSE ASSOCIATION METES & BOUNDS TRACT WEST LAKE STREET EXISTING SMALL TREES AND SHRUBS TO BE REMOVED EXISTING VINYL FENCE ±28 LF EXISTING VINYL FENCE TO BE REMOVED EXISTING ELECTRIC VAULT EXISTING SANITARY SEWER MANHOLE EXISTING 31" DRIVE-OVER CURB & GUTTER EXISTING 4' SIDEWALK EXISTING 8" SANITARY SEWER PAVEMENT REMOVAL AREA No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C1.00 DEMOLITION PLAN EXISTING CONDTIONS & C. Snowdon B, Ruch 1"=10' EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: 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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.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.} 6.REFER TO LANDSCAPE PLANS BY {RUSSELL+MILLS STUDIOS} FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.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. {8.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 SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) NORTHERN ENGINEERING SERVICES, INC NE PROJECT NO. 902-003 DATE: MARCH 26, 2014 EXISTING ELEC/TV E/TV W {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 () 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 NORTH APPROXIMATE SAWCUT LINE ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R {CTL THOMPSON, INC. SUBSURFACE INVESTIGATION AND HYDRAULIC CONDUCTIVITY TESTING 808 WEST PROSPECT ROAD FORT COLLINS, COLORADO CTL|T PROJECT NUMBER: FC07161-125} DATE: MARCH 19, 2016 {KUMAR AND ASSOCIATES, INC. GEOTECHNICAL ENGINEERING STUDY APARTMENT BUILDING 808 WEST PROSPECT ROAD FORT COLLINS, COLORADO K+A PROJECT NUMBER: 02-3-130 }DATE: AUGUST 29, 2002 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All 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 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Observatory Park by DMW Civil Engineerings, dated August 27, 2007 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 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: NAVD88 City of Fort Collins benchmark 28-92 Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit. Elevation=5010.65 City of Fort Collins benchmark 29-92 Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the west bridge parapet wall. Elevation=5025.67 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings Basis of Bearings is the South line of Lot 1 as bearing North 89° 22' 14" West (assumed bearing). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. 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 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 Report for Observatory Park by DMW Civil Engineerings, dated August 27, 2007 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=2000' SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 City of Fort Collins benchmark 28-92 Southwest corner of West Prospect Rd. and Centre Ave., on a water valve pit. Elevation=5010.65 City of Fort Collins benchmark 29-92 Approximate 300 feet South of West Prospect Rd. and Shields St., on the North end of the west bridge parapet wall. Elevation=5025.67 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17'. Basis of Bearings Basis of Bearings is the South line of Lot 1 as bearing North 89° 22' 14" West (assumed bearing) . Northern Engineering Services, Inc NE Project No. 902-003 Date: March 26, 2014 ORIGINAL FIELD SURVEY BY: CTL Thompson, Inc. Subsurface Investigation and Hydraulic Conductivity Testing 808 West Prospect Road Fort Collins, Colorado CTL|T Project Number: FC07161-125 Date: March 19, 2016 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET GRADING PLAN UTILITY PLAN C4.00 C3.00 GENERAL & CONSTRUCTION NOTES C0.00 C0.01 EXISTING CONDITIONS & DEMOLITION PLAN C1.00 UTILITY PLANS FOR BEING A REPLAT OF LOTS 1 AND 2, OBSERVATORY PARK SUBDIVISION, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO THE SLAB PROPERTY Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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's below. Call before you dig. R UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER HORIZONTAL CONTROL & PAVING PLAN C2.00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 5.4.16 PROJECT: 1033-002 Sheet Of 16 Sheets THE SLAB PROPERTY 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 5.4.16 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com Maxiimo Development Group 706 S. College Ave., Suite 201 Fort Collins, CO 80524 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Russell+Mills Studios 141 South College Ave., Suite 104 Fort Collins, CO 80524 (970) 484-8855 russell mills studios + C6.00 EROSION CONTROL PLAN C7.00 DRAINAGE EXHIBIT C5.00-C5.06 CONSTRUCTION DETAILS C6.01 EROSION CONTROL DETAILS Kumar and Associates, Inc. Geotechnical Engineering Study Apartment Building 808 West Prospect Road Fort Collins, Colorado K+A Project Number: 02-3-130 Date: August 29, 2002 GAS----------------- Xcel Energy----------------------------- Pat Kreager (970) 225-7840 ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339