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Home My WebLink AboutENGINES & ENERGY CONVERSION LAB - BDR - BDR120006 - MAPS/GRAPHICS - UTILITY PLANSJEFFERSON ST. COLLEGE AVE. WILLOW ST. WALNUT ST. MASON ST. HOWES ST. MELDRUM ST. SHERWOOD ST. WHITCOMB ST LOOMIS AVE. GRANT AVE. MOUNTAIN AVE. MAPLE ST. CHERRY ST. SYCAMORE ST. ELM ST. LAPORTE AVE. OAK ST. OLIVE ST. VINE DR. LINDEN ST. CACHE LA POUDRE RIVER PROJECT SITE LINCOLN AVE. BUCKINGHAM ST. VINE DR. UTILITY PLANS FOR ENGINES AND ENERGY CONVERSION LAB EXPANSION LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JULY, 2012 CONTACT INFORMATION PROJECT TEAM: BHA Design, Inc. Angie Milewski, ASLA, LEED AP 1603 Oakridge Dr. # 100 Fort Collins, Colorado 80525 (970) 223-7577 GAS----------------- Xcel Energy----------------------------- Len Hilderbrand (970) 225-7848 ELECTRIC-------- City of Fort Collins Light & Power-- Bruce Vogel (970) 224-6157 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 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. Earth Engineering Company, Inc. David Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 PHONE NUMBER B. S�� I�� N�� 1. A�� G�� N�� S�� I�� N�� . 2. A �� , �� C�� E��, �� C�� F�� C�� E�� , �� , (�� 8 �� ). T�� . 3. W�� , �� , � �� 12 �� , �� . T�� D�� . W�� C�� F�� C�� E�� F�� C��. 4. S�� 12 �� -�� . N� �� C�� F�� C�� E��. 5. F�. C�� . V�� . V�� . 6. W�� , �� . T�� I�� . C�� C��25, R�� R��. T�� . T�� L�� C�� E��. A�� . 7. A�� M.U.T.C.D. (�� C�� ) �� R��-��-W�� W�� P�� . 8. T�� D�� C�� F�� C�� I�� . G�� 1/4 �� 5 �� , �� , �� . 9. P�� H.B.P. �� /�� (�� ) �� (�� ), � �� "�� " �� . T�� /�� GVW �� 50,000 ��. �� 18,000 ��. �� 90 �.�.�.�. "P�� " �� 3 �.�.�. A�� , �� C�� F�� C�� E��, �� , �� , ��-�� . T�� C�� F�� C�� E�� 24 �� "�� ." A�� "�� " �� I��. C. T�� S�� P�� M�� C�� N�� 1. A�� G�� N�� , �� T�� S�� M�� C�� N�� . 2. A�� , �� , ONLYS, ��, �� , ��. �� -�� -��. 3. A�� C�� F�� C�� S�� MUTCD. 4. A�� . 5. A�� . 6. P�� , �� D�� . T�� C�� F�� C�� E�� . 7. P��-�� -�� P�� /�� S��. 8. E�� CDOT S�� S�� R�� B�� C��. 9. A�� . 10. A�� -�� S��. 11. A �� C�� F�� C�� E��. A�� 2-�� . 12. T�� D�� . 13. S�� . 14. S�� . P�� ,�� C�� F�� C�� E�� /�� C�� F�� C�� E�� MUTCD �� CDOT M �� S S��. A�� 2-�� (�� ). 15. S�� /��. R�� C�� 14, T�� C�� D�� , �� . D. S�� D�� N�� 1. T�� C�� F�� C�� . M�� (�). 2. A�� F�� D�� R�� E�� E�� C�� L�� A�� J�� 18��, 2012�� N�� E�� S��, I��., �� . 3. P�� C�� F�� C��, �� , �� , �� S�� U�� D��. C�� S�� U�� D�� . F�� , �� S�� U�� D�� D�� A��. R R GAS GAS ELEC ELEC VAULT CONTROL IRR GAS GAS CABLE VAULT ELEC VAULT E ELEC VAULT MH T MH CONTROL IRR LID CONTROL IRR CONTROL IRR AC LID AC LID LID C.O. CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ELEC ELEC ELEC VAULT VAULT ELEC ELEC ELECVAULT VAULT ELEC ELEC ELEC E ELEC VAULT G D D S H2O H2O H2O MW D CONTROL IRR ELEC VAULT ELEC H Y D WV WV TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT M WV E H Y D C S W R R N. COLLEGE AVENUE (HWY 287) 100' BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50' BNRR ESMT. PROPERTY BOUNDARY TRAILER TO BE REMOVED SOLIX BUILDING TO BE REMOVED ENGINES AND ENERGY CONVERSION LABORATORY (EECL) BUILDING SOLIX UTILITY YARD (NOT SURVEYED) ASPHALT DRIVE {TO BE REMOVED} ASPHALT PARKING LOT {TO BE REMOVED} ASPHALT DRIVE {TO BE REMOVED} 6.99 SIDEWALK 7.71 SIDEWALK 5.99 SIDEWALK 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY ALL EQUIPMENT WITHIN THE UTILITY YARD TO BE REMOVED ASPHALT AREA {TO BE REMOVED} EECL UTILITY YARD NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: LEGEND: 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado GAS GAS ELEC ELEC VAULT CONTROL IRR GAS GAS CABLE VAULT ELEC VAULT E ELEC VAULT MH T MH CONTROL IRR LID CONTROL IRR CONTROL IRR AC LID AC LID LID C.O. CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ELEC ELEC ELEC VAULT VAULT ELEC ELEC ELECVAULT VAULT ELEC ELEC ELEC E ELEC VAULT G D D S H2O H2O H2O MW D CONTROL IRR ELEC VAULT ELEC H Y D WV WV TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT M WV E H Y D C S W WV R R GAS CONTROL IRR GAS GAS CABLE VAULT ELEC E VAULT ELEC VAULT MH T MH ELEC ELEC ELEC VAULT VAULT ELEC ELECVAULT VAULT ELEC ELEC ELEC E ELEC VAULT G D D S H2O H2O H2O MW D CONTROL IRR ELEC VAULT ELEC H Y D WV WV TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT M WV E CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR T CONTROL IRR V.P. C.O. S N. COLLEGE AVENUE (HWY 287) 100.00 BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50.00 BNRR ESMT. PROPERTY BOUNDARY 30.00 NORTH WELD COUNTY WATER DISTRICT EASEMENT 10.00 NORTH WELD COUNTY 3 YRD TRASH DIESEL FUEL ELEC ELEC ELEC VAULT VAULT ELECVAULT VAULT ELEC D S H2O H2OH2O CONTROL IRR ELEC H Y D ELEC VAULT ELEC ELEC E S F W CO SS MH A1 STA 10+00.00 N: 133224.58 SSMH A2 E: 194998.01 STA 13+00.16 N: 133524.51 E: 194986.31 SERVICE STUB STA 13+87.19 N: 133562.42 E: 195064.66 22' DRIVE BURLINGTON NORTHERN RAILROAD 100' RIGHT-OF-WAY 30' NORTH WELD COUNTY WATER (NWCWD) DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER (NWCWD) DISTRICT EASEMENT STORM LINE B SEE SHEET C3.01 EXISTING BUILDING PROPOSED ADDITION 4950 4955 4960 4965 4970 4975 4980 EXISTING R R FFE=74.90 FFE=74.90 FFE=72.90 RAIN GARDEN/ WATER QUALITY POND GRASS BUFFER D D D N. COLLEGE AVENUE (HWY 287) 100' BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50' BNRR ESMT. PROPERTY BOUNDARY 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT D D D STORM LINE B SEE SHEET C3.01 STORM LINE A SEE SHEET C3.01 STORM LINE C SEE SHEET C3.02 SF SF SF SF SF SF SF SF CO CO CO CO W W W W ST ST SD SD VT RR GRADING DETAIL A X X X X X X X X X X X X X X X GAS GAS T MH ELEC ELECVAULT VAULT ELEC ELEC ELEC E ELEC VAULT G C.O. ST MH A1 STA 10+62.45 N: 133796.88 E: 195124.01 OUTLET STRUCTURE STA 11+56.78 N: 133744.92 E: 195196.82 45� BEND STA 10+83.29 N: 133796.88 E: 195144.86 EXISTNG 45� BEND STA 10+55.12 N: 133804.21 E: 195124.01 EXISTING RIVER OUTFALL STA 10+00.00 N: 133847.36 E: 195158.30 STORM LINE C SEE SHEET C 3.01 CACHE LA POUDRE RIVER PROPERTY LINE 4945 4950 4955 4960 4965 4970 4975 4980 4945 4950 4955 4960 4965 4970 4975 R R D D D RAIN GARDEN/ WATER QUALITY POND N. COLLEGE AVENUE (HWY 287) 100' BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50' BNRR ESMT. PROPERTY BOUNDARY ENGINES AND ENERGY CONVERSION LABORATORY (EECL) BUILDING 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY acres F3 0.43 0.02 0.54 acres F4 0.44 0.07 0.56 acres U1 0.95 0.11 1.00 acres R1 0.95 0.06 1.00 acres B1 0.62 1.34 0.78 r1 b1 u1 f4 f3 f1 acres R2 0.95 0.22 1.00 r2 acres OS2 0.15 0.30 0.19 acres 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'sbelow. Call before you dig. R 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 8" VARIES8" STANDARD 6" THICK GUTTER STANDARD 6" VERTICAL CURB 2" 3'-6" WARPED GETTER 3'-4" DEPRESSED GUTTER 3'-6" WARPED GETTER 2" DEPRESSION 6" {LONGITUDINAL SECTION} {TRANSVERSE SECTION} {ISOMETRIC VIEW} 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'sbelow. Call before you dig. R ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET 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'sbelow. Call before you dig. R �� U S A 1 1/8" 7/16" 3 1/2" 7 5/16" 5/2" 8" A S U I E J W �� LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) 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'sbelow. Call before you dig. R PLAN VIEW SECTION A-A SECTION B-B 1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK THICK WALL ON EACH SIDE) CONTINUED INTO THE SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN. THE STEEL PLATE SHALL BE PLACED ON THE CURB AND GUTTER. 2:1 SLOPE GENERAL NOTES: 6 IN. 3 IN. 2 7/8 IN. SEE DETAIL "A" B 1/2 IN. F A STEEL PLATE (AASHTO M-111) RAISED 5/8 IN. PATTEREN X 2 FT. 6 NON-IN. X SKID 4 FT. GALV. 0 IN. A 6 IN. W/ 3/8 COUNTERSUNK IN. BRASS SCREW-HEAD 18 FLUSH IN. O.C. ANCHOR-18 IN. O.C. NO. 3 REBAR 1 IN. 6 IN. 3x2x3/8 IN. GALVANIZED ANGLE 3 FT. 0 IN. 5/8 IN. GALVANIZED 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'sbelow. Call before you dig. R CAD FILE NAME: DETAILS DRAWN BY: T. COX D46.dwg OUTLET STRUCTURE DATE DRAWN: 8/15/05 C C A A B B CONTROL PLATE Ls 3'-6" 1' (MIN.) 6" Ws 6" 6" VARIES VARIES 6" Ws/2 Ws/2 OUTLET CENTERLINE PIPE OF 2" LIP (TYP.) SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 6" Wo Wo Wo Wp (Wo+6") 4" 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'sbelow. Call before you dig. R VEHICLE CONTROL TRACKING PAD NOT TO SCALE COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL 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 %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER SILT FENCE NOT TO SCALE SF CURB INLET PROTECTION NOT TO SCALE IP WATTLE INSTALLATION NOT TO SCALE WATTLES - 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 1' WATTLE "A" WATTLE "B" 2' TYP. 1'1' WATTLES - 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 WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE LIP OF GUTTER STORM WATER LINE WEIGHTED 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 WEIGHTED 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. SNUG WITH WATTLE. {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 W2 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. {IMPERVIOUS 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 CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE 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. RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR. INSTALLATION NOTES: 1. 2. 3. 4. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. MAINTENANCE NOTES: 1. 2. 3. 3" - 6" ROCK CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE" R=5' PAVED SURFACE 20' MIN. A SECTION A NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA 1 C5.05 3 C5.05 2 C5.05 5 C5.05 5 C5.05 WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY WITH NO GAPS (TYP.) TIGHTLY ABUTTING INLET PLAN VIEW ENTRENCH 3" FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON IP NOT TO SCALE 4 DROP INLET PROTECTION C5.05 WP archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY EROSION CONTROL CONSTRUCTION DETAILS C5.05 (TYP.) TABLE 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE STAINLESS STEEL ANCHOR BOLT (TYP.) 1' (MAX.) INTO CONCRETE SIDES STEEL CHANNEL FORMED 3/8"x1" FLAT BAR HOLDING FRAME INTERMITTANT WELDS ON TOP AND SIDES STAINLESS STEEL ANCHOR BOLTS OR END CONCRETE OF WING WING WALL) WALL (TYP.) 51"x51" GRATING (3/8" ROUND OR TWISTED CROSS BARS AT 3" O.C., WELDED TO 1"x3/8" BEARING BARS AT 2 1/2" O.C.) 3/8" ROUND OR TWISTED CROSS BAR BAR 1"x3/BEARING 8" PLAN 4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING. 4% 4% CLR. 3" BAR #4 HOOP PIPE CONCRETE METAL OR F LAP 12" #4@12" O.C. O.C. #4@12" CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 1. 2. 3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. HAVE A MINIMUM 2" CLEARANCE. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL #4 DIAGONAL (TYP.) SECTION D-D HOLE (TYP.), SEE WATER QUALITY D D ELEV. A (POND INV.) ELEV. B (WQCU ELEV) ELEV. C SPILL ELEV. WQ HOLE DIA. # OF COLUMNS # OF ROWS SECTION LINE A-A (ARROWS A A POINT IN DIRECTION SECTION OPP. OPPOSITE CLR. CLEARANCE ABBREVIATIONS MINIMUM MAXIMUM ON CENTER DIAMETER TYPICAL WIDTH OF CONCRETE OPENING WIDTH OF PLATE NUMBER @ AT # Wp Wo TYP. DIA. O.C. MAX. LEGEND WATER QUALITY (WQ) WQ WATER QUALITY D WQ INV. INVERT ELEV. ELEVATION 6" Ls Ws AND PAD (END OF PAD TO MATCH Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo (12" MIN.) STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK EQUAL) FILTER STAINLESS NO. 93 (U.S. WELL SCREEN STEEL OR DETAIL D-46 INVERT OF PLATE HOLES TO BE AT BOTTOM ROW OF LAST DATE REVISED: 4/7/11 3/8"x6" THREADED BOLT TO FASTEN GRATE DOWN GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. FLOW TO COVER OPENING (FASTEN WITH 3/8"x6" TREADED 1/4" METAL BOLTS) PLATE TO GRATE, WITH (TYP. OPP. SIDE) 1/4" PLATE, WELDED STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 4967.28 4968.28 4968.62 4969 12-INCH 42-INCH 54-INCH 12-INCH 1/4-INCH 3 1 DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-021 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 12 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 3-5-00 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. 3-5-00 CJA 20 X .50 .50 1.50 � 11.64 1201DI APPROX. DRAIN AREA = 39.75 SQ IN APPROX. WEIGHT WITH FRAME = 20.15 LBS ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL BY RULE. N D U C T I L E I R O N Y L O P L A S T �13.73 REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 {NOTE:} ALL DIMENSIONS ARE � 1/2 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET DRAWING NUMBER: DRAWN BY: DATE: CK'D BY: SCALE: NTS STRUCTURE CONNECTION INSTALLATION DETAIL STD-201 CKS 10/10/06 1 OF 1 1 UPDATED DRAWING TJR 02/20/07 CKS NOTES: 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. SEE STANDARD DETAILS STD-202 (A-B) THROUGH STD-204 (A-E) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DATA. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS TO MANHOLES AND STRUCTURES. 3. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONSMUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. � � 2007 ADS, INC. VARIES INSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED 1 1/2 I.D. MIN. 1 1/2 1.D. MIN. FINISH GRADE MANHOLE/STRUCTURE WALL FIRST COUPLER SHOULD BE 18" (045m) FROM WALL OR BE ENCASED IN FLOWABLE FILL BEDDING NATIVE SOIL SUITABLE FOUNDATION FINISH GRADE CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" (0.2m) MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY MANHOLE OPENING OUTSIDE DIAMETER OF HDPE PIPE 12" (0.3m) MIN. UNDISTURBED EARTH MIN. TRENCH WIDTH (SEE TABLE) REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 {NOTE:} ALL DIMENSIONS ARE � 1/2 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET DRAWING NUMBER: DRAWN BY: DATE: CK'D BY: SCALE: NTS TYPICAL TRENCH DETAIL STD-101 CKS 10/18/06 1 OF 1 2 ADDED E-80 INFORMATION TJR 08/20/07 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H SPRINGLINE FINAL BACKFILL 60" 30" 54" 48" 42" 36" 18" 24" 15" 12" 96" 56" 88" 80" 72" 64" 39" 48" 34" 30" PIPE DIAM. MIN. TRENCH WIDTH 8" 10" 6" 4" 26" 28" 23" 21" RECOMMENDED MINIMUM TRENCH WIDTHS INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION � � 2007 ADS, INC{.} HEAVY CONSTRUCTION (75T AXLE LOAD) * 48" 60" 12" 54" - 60" 24" 12" - 48" PIPE DIAM. SURFACE LIVE LOADING CONDITION MINIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS H-25 * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION:WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING:SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 5. INITIAL BACKFILL:SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. COOPER E-80** 24" 30"-36" 36" UP TO 24" PIPE DIAM. MINIMUM RECOMMENDED COVER BASED ON RAILWAY LOADING CONDITIONS ** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TIE. *** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE. 42"-60" 48" archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY DRAINAGE CONSTRUCTION DETAILS C5.04 (MODIFIED) SECTION C-C #4@#4@12" 12" #4@18" #4@12" 2'-6" #4@12" PLATE FLOW CONTROL 6" 3" CLR. 3" CLR. TO 3/8"FASTEN x6" THREADED GRATE DOWN BOLT D 1 4 OR 3 3 1/2" x1 1/2" KEY OUTLET PIPE ELEV. B ELEV. A ELEV. C WQ SPILL ELEV. CONCRETE OF WING WALLS PAD WITH USE 6" CONCRETE DOWEL WITH PAD USE OF (NOTE 5) TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TO GRATE, WITH GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED NOT TO SCALE C5.04 TYPICAL CLEANOUT DETAIL C5.03 2. 1. SLOPE TO MATCH MAIN GRADE AS REQ'D TRAFFIC / PAVED AREAS NTS 8' PERF. PVC PIPE FLOW CONTINUATION OF UNDERDRAIN 8"-45 ELBOW 45 8"WYE x8"x8" VARIES 8" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL CAST IRON FLOOR BOX 3. UNDERDRAIN SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS, AT ALL BEND COMBINATIONS GREATER THAN 45 AND AT A MAXIMUM SPACING OF 500'. NO SINGLE BEND GREATER THAN 45 SHALL BE ALLOWED. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN ELBOW COMPACTED GRANULAR 45 WYE 8"-45 8"x8"x8" MAIN GRADE AS REQ'D VARIES PIPE 8' PERF. PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 8" PVC SDR 35 PIPE OVER CLEANOUT OF UNDERDRAIN CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {UNDERDRAIN CLEANOUT REQUIREMENTS:} 4. WHERE CLEANOUTS ARE LOCATED IN RAIN GARDENS, HORIZONTAL AND VERTICAL ADJUSTMENTS MAY BE NECESSARY TO ENSURE THAT CLEANOUT IS OUTSIDE AND ABOVE SWALE FLOWLINE. 2" TO BOTTOM OF ASPHALT MAT COMPACTED GRANULAR PLATE 1/4 IN. 2 FT. 0 IN. 3 IN. W/ PLATE 3 IN. 2:1 SLOPE 5 3/4 IN. 4 IN. SLOPE PLATE TO MATCH x x x FLOWLINE (AS SHOWN ON PLANS) 4 FT. 0 IN. x SIDEWALK B 6 IN. FRONT EDGE PLACE FIRST SCREW MIN. SECTION 10 FT. 0 IN. x x x x x x x x x x x x x x x OF PLATE DETAIL "A" 1/2 IN. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12/18/00 D-11 METAL CULVERT FOR DRIVE-OVER CURB, GUTTER AND SIDEWALK DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-075 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 24 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 7-5-01 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. 7-5-01 CJA 40 X .50 .63 1.50 � 22.50 2401DI APPROX. DRAIN AREA = 164.94 SQ IN APPROX. WEIGHT WITH FRAME = 67.50 LBS ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL BY RULE. NYLOPLAST DUCTILE IRON �25.50 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 ��.��-��.�� 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 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% 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% DESCRIPTION DATE DRAWING NUMBER SCALE SOLIDS SETTLE ON BOTTOM BIO-SKIRT (TM) SPECIFICATION AND INSTALLATION 08/08/07 NONE OUTLET PIPE SNOUT OIL-DEBRIS HOOD ANTI-MICROBIAL AND OIL ADSORBENT SPECIFICATION FOR CATCH BASINS AND WATER QUALITY STRUCTURES CONFIGURATION DETAIL TYPICAL INSTALLATION DETAIL B INSTALLATION NOTE: PLACE ANCHORS SUCH THAT POSITION OF BOTTOM OF BOOM-PORTION OF BIO-SKIRT IS AT SAME ELEVATION AS PIPE INVERT. TENDRILS TO HANG DOWNWARD. STAINLESS BOLT ANCHOR SHIELD EXPANSION CONE (NARROW END OUT) DRILLED HOLE DETAIL A ANCHOR W/ BOLT (SEE DETAIL A) INSTALLATION DETAIL {NOTES: 1. All new and/or existing catch basins or water quality structures shall be outfitted with the Bio-Skirt(R) Bacteria and Hydrocarbon reducing skirted boom as manufactured by: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 (860) 434-0277, (860) 434-3195 FAX TOLL FREE: (800) 504-8008 OR (888) 434-0277 WEB SITE: www.bmpinc.com or pre-approved equal. 2. The skirted boom shall be comprised of an upper boom portion that is an adsorbent fabric covered floating boom of 5" minimum diameter with an integral lower skirt portion comprised of fabric tendrils of an 18" minimum length that hang beneath the boom. 3. All booms shall be made from geo-textile quality needle-woven filtration fabric manufactured from 100% recycled select fibers with a .125" minimum thickness. 4. All fabric shall be treated with a covalently surface bonded non-leaching antimicrobial agent and booms shall display a tag indicating "Antimicrobial". 5. The Bio-Skirt shall be positioned in front of the exit pipe and SNOUT� Oil-Debris Separator if so equipped (the preferred application of the Bio-Skirt is to be deployed with the SNOUT). 6. The skirted boom shall be securely attached to the structure wall on each side of the exit pipe with 3/8" stainless steel bolts, stainless steel tabs, plastic-composite hooks and elastomeric cord as found in manufacturer supplied in installation kit. 7. For applications where multiple Bio-Skirts are deployed together for larger SNOUTs (e.g. on 24" and larger SNOUTs per schedule below*), connect skirts grommet to grommet with hooks and cord as supplied in the installation kit. Typical Deployment Schedule: 12-18" SNOUT- One Bio-Skirt 24-30" SNOUT- Two Bio-Skirts 36-52" SNOUT- Three Bio-Skirts 72" and up, Call 800-504-8008 for guidance.} � D FRONT VIEW SIDE VIEW SP-BIO BIO-SKIRT ANTI-MICROBIAL AND HYDROCARBON ADSORBING SKIRTED BOOM SNOUT US Patent # 6126817 *NOTE- ATTACH BIO-SKIRT STRUTURE WALL SUCH THAT IT IS APPROXIMATELY AT SAME ELEVATION AS STATIC WATER LEVEL SEE NOTE* SEE NOTE* BIO-SKIRT 20" MIN {L-SHAPED TAB} {HOOK} {BOOM-PORTION} {TENDRILS} 5" MIN. 18" MIN. archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY DRAINAGE CONSTRUCTION DETAILS C5.03 CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. 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 NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 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 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 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 PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. 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 {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. 3.THE PLD SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL LOCATIONS OF THE POND BELOW THE TOP OF THE OUTLET STRUCTURE AT ELEVATION 4971.55. M�� 19, 2011 CIT� 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. NOT TO SCALE 2 C5.03 BIORETENTION SAND MEDIA SPECIFICATIONS NOT TO SCALE 1 C5.03 TYPICAL UNDERDRAIN SECTION 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 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 1 C5.02 VALVE ASSEMBLY BOX �� 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 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 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: SHALLOW MANHOLE WITH FLAT TOP 11/8/00 D-4 NBJ PIPE SIZE MIN. MANHOLE DIAMETER 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) OVER 42 IN. 72 IN. 60 IN. 48 IN. NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: ALTERNATE BASE POURED INVERT RECAST MANHOLE BASE 8 IN. MIN. 6 IN. 2 IN. MIN. SLOPE 1 IN./FT. BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE SEE NOTE MANHOLE RUNGS 12 IN. O.C. FINISHED GRADE 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 8 IN. 1 FT. 5 FT. MAX. 16 IN. MAX SLOPE 1 IN./FT. 18 IN. MAX 2 IN. 8 IN. MIN. 28 IN. MAX ASTM C-478 AS NEEDED RETAINER GLANDS INSTALL MEG-A-LUG SEE DETAIL 2 FOR THRUST BLOCK SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA SEE DETAIL 4B FOR GRAVITY BLOCK SIZING. WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 4. 3. 2. 1. 49"-66" >66" 25"-48" 4"-24" D THRUST BLOCK (TYP.) GRAVITY ANCHOR (TYP.) SEE DETAIL 4B SEE DETAIL 2 L (ft) (Typ) 18 IN. MIN. D L (ft) STREET GRADE 7' 10' 5' 3' L(ft) WATER MAIN PROPOSED (TYP.) 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 LOWERING 4A 4/11/11 TUNNEL CROSSING 66.98 1 WATER LOWERING ELEVATIONS X-ING 59.39 59.39 67.89 1 2 3 4 64" 7' 2 3 4 D L T 8.5' T (ft) STEEL CASING {D = RE: STRUCTURAL} {TOP WAT/FIRE = RE: PLAN} {12" MIN.} 5' (TYP.) SEE NOTE 1 NOTES: {SS INV = RE: PLAN} {5.5' MIN.} {FF ELEV = RE: PLAN} 1. SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5' AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER SLAB. 2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE RISER ROOM AND CAP. 1' (TYP.) NOT TO SCALE 2 C5.02 TYPICAL COMMERCIAL POINT OF CONNECTION archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY UTILITY CONSTRUCTION DETAILS C5.02 PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT. STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING. WITH CASING SPACERS CARRIER PIPE SUPPORTED CASING SPACERS CARRIER PIPE BELL OF PIPE CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS. (REF. SECTION 02224) CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER. 4. 3. 2. NOTES 1. 6 FT. SPACING FOR PVC ON LESS THAN 48 IN. DIA. 10 FT. SPACING CASING SEAL SIDE VIEW END VIEW STEEL CASING 1 IN. MAX. 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 STEEL CASING 7 4/8/11 STEEL CASING (MIN. {}" THICK) ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING 12 IN. MIN. PIPE O.D. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 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 NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 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. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD 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 NOTES 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. %GENERAL 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. PLAN VIEW 48" DIA. 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 %GENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 NOT TO SCALE 1 CURB OPENING C5.01 archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY SITE & UTILITY CONSTRUCTION DETAILS C5.01 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL REVISION NO: 1 DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606 URBAN AREA LARIMER COUNTY PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) CONSTRUCTION 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or F FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 NOT TO SCALE 1 C5.00 PAVEMENT DETAIL LIGHT DUTY HEAVY DUTY {COMPOSITE SECTION} NOTE: SEE THE GEOTECHNICAL ENGINEERING REPORT FOR 430 NORTH COLLEGE AVENUE, FORT COLLINS, COLORADO PREPARED BY EARTH ENGINEERING CONSULTANTS, INC (EEC PROJ. #1112015) FOR ADDITIONAL INFORMATION 4" HOT BITUMIOUS PAVEMENT (S OR SX) 6" AGGREGATE BASE COURSE (CLASS 5 OR 6) 4-1/2" HOT BITUMIOUS PAVEMENT (S OR SX) 7" AGGREGATE BASE COURSE (CLASS 5 OR 6) APPROVED SUBGRADE APPROVED SUBGRADE 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUT FALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO NOT TO SCALE 2 C5.00 PRIVATE CURB & GUTTER 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" VERTICAL CURB & GUTTER 1-1/2" 6" 1-1/2" TO STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD CONCRETE NOTES 2/22/05 D-41 TDC THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. TO R.O.W. AT EXTEND CONC. PRIVATE DRIVES 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" archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 �/� C. SNOWDON D. FRY SITE CONSTRUCTION DETAILS C5.00 OS1 0.15 1.11 0.19 os2 os1 acres F1 0.63 0.81 0.79 acres F1 0.60 0.71 0.75 acres B1 0.62 1.34 0.78 acres OS1 0.15 1.11 0.19 STORM LINE B SEE SHEET C3.01 STORM LINE A SEE SHEET C3.01 STORM LINE C SEE SHEET C3.02 acres F2 0.70 0.16 0.88 f1 RAIN GARDEN/ WATER QUALITY POND WQ VOL: 0.029 AC.-FT WQ EL: 4967.93' POND VOL: 0.189 AC-FT TOP EL: 4969.00' CO CO NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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. NOTES: BENCHMARK/BASIS OF BEARING PROJECT BENCHMARKS: BASIS OF BEARINGS LEGEND: 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER PROPOSED GRASS PAVERS PROPOSED GRAVEL PROPOSED RAIN GARDEN EXISTING STORM SEWER LINE W/ MH � PROPERTY BOUNDARY EXISTING INLET GRATE LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET PROPOSED UNDERDRAIN PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED GRASS BUFFER PROPOSED GRASS SWALE acres B1 0.69 1.79 0.86 f2 PROPOSED BASIN ACREAGE PROPOSED DESIGN POINT PROPOSED BASIN DELINEATION PROPOSED MINOR RUNOFF COEFICIANT PROPOSED MAJOR RUNOFF COEFICIANT FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED BASIN LINES archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� DRAINAGE EXHIBIT C4.00 4980 9+75 10+00 11+00 11+75 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 4950 4955 4960 4965 4970 4975 4980 4985 4950 4955 4960 4965 4970 4975 4980 4985 9+75 10+00 11+00 11+50 T MH TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR T CONTROL IRR CO EXISTING TYPE 'R' INLET STA 10+00.00 N: 133573.72 E: 194886.69 11- 1 4� BEND STA 10+51.15 N: 133606.96 E: 194919.78 INLET B1 STA 11+08.98 N: 133654.31 E: 194934.43 22- 1 2� BEND STA 10+23.75 N: 133581.75 E: 194909.04 COLLEGE AVENUE SANITARY LINE A SEE SHEET C2.01 ROW LINE 45� BEND STA 10+92.09 N: 133647.90 E: 194920.19 45� BEND STA 11+01.35 N: 133654.38 E: 194926.80 X X X X X X X X X X X COMPRESSED AIR TANKS COOLING TOWER (future) COOLING TOWER (future) COMPRESSED GAS STORAGE GAS GAS GAS ELEC VAULT MH T MH C.O. INLET C2 STA 10+49.33 N: 133792.95 E: 195043.40 ST MH C1 STA 10+37.75 N: 133797.26 E: 195032.65 EXISTING RIVER OUTFALL STA 10+00.00 N: 133835.01 E: 195032.83 CACHE LA POUDRE RIVER PROPERTY LINE STORM LINE A SEE SHEET C3.01 4950 4955 4960 4965 4970 4975 4980 4985 4950 4955 4960 4965 4970 4975 4980 4985 9+50 10+00 10+75 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: GENERAL 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.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISH GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.SEE SHEET U1 FOR SERVICE SIZES. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: LEGEND: ST SS EXISTING BURIED FIBER-OPTICS FO EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING BURIED TELEPHONE T EXISTING SANITARY SEWER LINE W/ MH EXISTING STORM SEWER LINE W/ MH EXISTING OVERHEAD ELECTRIC OHE � � EXISTING RAILROAD TRACKS PROPERTY BOUNDARY EXISTING ELECTRIC MANHOLE �� EXISTING ELECTRIC METER � VAULT EXISTING ELECTRIC VAULT ELEC EXISTING WATER METER � TRAFFIC EXISTING TRAFFIC VAULT VAULT �� ELEC WV EXISTING ELECTRIC BOX EXISTING WATER VALVE EXISTING MISCELLANEOUS MANHOLE EXISTING MISCELLANEOUS LID 200' RIVER OFFSET PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED ELECTRICAL SERVICE E archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� STORM LINES A, B & C PLAN AND PROFILE C.301 STORM LINE A 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 K�� '� ��. C�� . R NORTH PROPOSED SANITARY SEWER PROFILE SCALE: HORIZ. VERT. 1"1"==5' 30' STORM LINE B PROFILE SCALE: HORIZ. VERT. 1"1"==5' 30' NORTH (SEE VIEW) STORM LINE C PROFILE SCALE: HORIZ. VERT. 1"1"==5' 30' NORTH NORTH T T T T T T NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: LEGEND: 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. NOTES: 2.0% EXISTING SPOT ELEVATION (47.45) PROPOSED GRASS PAVERS PROPOSED GRAVEL PROPOSED RAIN GARDEN BENCHMARK/BASIS OF BEARING PROJECT BENCHMARKS: BASIS OF BEARINGS EXISTING STORM SEWER LINE W/ MH � PROPERTY BOUNDARY EXISTING INLET GRATE LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET PROPOSED UNDERDRAIN PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED GRASS BUFFER PROPOSED GRASS SWALE archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� OVERALL GRADING PLAN C3.00 SILT FENCE SF WATTLE INLET FILTER IF WATTLE W WATTLE SEDIMENT TRAP ST SAND BAG CHECK DAM SD RIPRAP RR VEHICLE TRACKING PAD VT GRADING DETAIL A SCALE: 1" = 5' PROPOSED INFLOW CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER 4985 4950 4955 4960 4965 4970 4975 4980 4985 14+00 13+00 12+00 11+00 10+00 9+50 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. CENTERLINE RAILROAD TRACKS BURLINGTON NORTHERN RAILROAD 100' RIGHT-OF-WAY BURLINGTON NORTHERN RAILROAD 100' RIGHT-OF-WAY NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: GENERAL 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.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISH GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.SEE SHEET U1 FOR SERVICE SIZES. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: LEGEND: ST SS EXISTING BURIED FIBER-OPTICS FO EXISTING BURIED ELECTRIC E EXISTING BURIED GAS G EXISTING WATER LINE W EXISTING BURIED TELEPHONE T EXISTING SANITARY SEWER LINE W/ MH EXISTING STORM SEWER LINE W/ MH EXISTING OVERHEAD ELECTRIC OHE � � EXISTING RAILROAD TRACKS PROPERTY BOUNDARY EXISTING ELECTRIC MANHOLE �� EXISTING ELECTRIC METER � VAULT EXISTING ELECTRIC VAULT ELEC EXISTING WATER METER � TRAFFIC EXISTING TRAFFIC VAULT VAULT �� ELEC WV EXISTING ELECTRIC BOX EXISTING WATER VALVE EXISTING MISCELLANEOUS MANHOLE EXISTING MISCELLANEOUS LID 200' RIVER OFFSET PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED ELECTRICAL SERVICE E archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� SANITARY SEWER LINE A PLAN AND PROFILE C2.01 PROFILE SCALE: HORIZ. VERT. 1"1"==5' 30' 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 K�� '� ��. C�� . R SANITARY SEWER LINE A PROPOSED SANITARY SEWER WATER DISTRICT EASEMENT 10.00 NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY F W CO CO SS MH A1 SSMH A2 SERVICE STUB STORM LINE B SEE SHEET C3.01 STORM LINE C SEE SHEET C3.01 STORM LINE B SEE SHEET C3.01 SANITARY SEWER LINE A SEE SHEET C2.01 SANITARY SEWER LINE A SEE SHEET C2.01 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: GENERAL 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.FIRE LINES SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE FINISHED FLOOR ELEVATION. 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: LEGEND: EXISTING BURIED FIBER-OPTICS EXISTING BURIED ELECTRIC EXISTING BURIED GAS EXISTING WATER LINE EXISTING BURIED TELEPHONE EXISTING SANITARY SEWER LINE W/ MH EXISTING STORM SEWER LINE W/ MH EXISTING OVERHEAD ELECTRIC � � EXISTING RAILROAD TRACKS PROPERTY BOUNDARY EXISTING CLEANOUT EXISTING INLET GRATE EXISTING GAS METER � EXISTING ELECTRIC MANHOLE �� EXISTING ELECTRIC METER � EXISTING ELECTRIC VAULT ELEC VAULT EXISTING TELEPHONE PEDESTAL EXISTING WATER METER � EXISTING TRAFFIC VAULT TRAFFIC VAULT EXISTING CABLE VAULT CABLE VAULT �� T �� .�. ELEC WV H2O �� E TELE VAULT EXISTING ELECTRIC BOX EXISTING TELEPHONE VAULT EXISTING WATER VALVE EXISTING WATER MARKER EXISTING MISCELLANEOUS MANHOLE EXISTING MISCELLANEOUS LID EXISTING ELECTRIC PEDESTAL EXISTING MONITORING WELL LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET PROPOSED WATER LINE W/ FITTING PROPOSED DOMESTIC SERVICE W PROPOSED FIRE SERVICE F PROPOSED UNDERDRAIN PROPOSED STORM DRAIN PROPOSED ELECTRICAL SERVICE archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� UTILITY PLAN C2.00 WV H Y D WV ELEC VAULT CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR C.O. CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR T CONTROL IRR LID LID LID LID V.P. C.O. MH MH S R R N. COLLEGE AVENUE (HWY 287) 100' BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50' BNRR ESMT. PROPERTY BOUNDARY 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: LEGEND: 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: EXISTING BURIED FIBER-OPTICS EXISTING BURIED ELECTRIC EXISTING BURIED GAS EXISTING WATER LINE EXISTING BURIED TELEPHONE EXISTING SANITARY SEWER LINE W/ MH EXISTING STORM SEWER LINE W/ MH EXISTING OVERHEAD ELECTRIC PROPERTY BOUNDARY EXISTING CLEANOUT EXISTING INLET GRATE EXISTING GAS METER � EXISTING IRRIGATION CONTROL VAULT CONTROL IRR EXISTING ELECTRIC MANHOLE �� EXISTING GAS MARKER EXISTING ELECTRIC METER � EXISTING IRRIGATION BACKFLOW PREVENT EXISTING ELECTRIC VAULT ELEC VAULT EXISTING TELEPHONE PEDESTAL EXISTING WATER METER � � � � EXISTING FIRE HYDRANT EXISTING TRAFFIC VAULT TRAFFIC VAULT EXISTING CABLE VAULT GAS CABLE VAULT �� T �� .�. ELEC � � � WV H2O �� E TELE VAULT EXISTING ELECTRIC BOX EXISTING TELEPHONE VAULT EXISTING WATER VALVE EXISTING WATER MARKER EXISTING MISCELLANEOUS MANHOLE EXISTING MISCELLANEOUS LID EXISTING IRRIGATION PEDESTAL EXISTING ELECTRIC PEDESTAL EXISTING STORM FES EXISTING MONITORING WELL � � EXISTING WATER CURB STOP LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET 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.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 7.EXISTING GAS ELECTRIC SERVICE TO BE RELOCATED TO FACILITATE THE BUILDING EXPANSION. CONTRACTOR TO COORDINATE WITH THE ASSOCIATED COMPANIES BEFORE RELOCATION AND INSTALLATION OF THE STORM DRAIN SYSTEM. GENERAL NOTES: UTILITY TO BE REMOVED archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� SUBSURFACE DEMOLITION PLAN C1.02 Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. GENERAL NOTES: UTILITY TO BE REMOVED EXISTING EDGE OF ASPHALT EXISTING CURB AND GUTTER EXISTING EASEMENT LINE EXISTING EXISTING FENCE RAILROAD TRACKS PROPERTY BOUNDARY EXISTING SIGN EXISTING COLUMN EXISTING LIGHT POLE AC R R R R M �.�. EXISTING RAILROAD ARM EXISTING RAILROAD SWITCH EXISTING AIR CONDITIONER EXISTING MAILBOX EXISTING VERTICAL PIPE EXISTING POST EXISTING CONIFEROUS SHRUB EXISTING TREES LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CONCRETE TO BE REMAIN EXISTING CONCRETE TO BE REMOVED archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� SURFACE DEMOLITION PLAN C1.01 EXISTING TREE TO BE REMOVED WV WV H Y D WV ELEC VAULT CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR C.O. CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR T CONTROL IRR LID LID LID LID V.P. C.O. MH MH S N. COLLEGE AVENUE (HWY 287) 100' BURLINGTON NORTHERN RAILROAD (BNRR) R.O.W. POUDRE RIVER TAIL CACHE LA POUDRE RIVER AZTLAN COMMUNITY CENTER 50' BNRR ESMT. PROPERTY BOUNDARY TRAILER SOLIX BUILDING ENGINES AND ENERGY CONVERSION LABORATORY (EECL) BUILDING SOLIX UTILITY YARD (NOT SURVEYED) EECL UTILITY YARD ASPHALT DRIVE ASPHALT PARKING LOT ASPHALT DRIVE 5.9' SIDEWALK 9.9' SIDEWALK 7' SIDEWALK 7.7' SIDEWALK 6' SIDEWALK 8' SIDEWALK 5.8' SIDEWALK 10' NORTH WELD COUNTY WATER DISTRICT EASEMENT PROPERTY BOUNDARY PROPERTY BOUNDARY 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT 30' NORTH WELD COUNTY WATER DISTRICT EASEMENT NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 GRAPHIC SCALE: LEGEND: 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: EXISTING BURIED FIBER-OPTICS EXISTING BURIED ELECTRIC EXISTING BURIED GAS EXISTING WATER LINE EXISTING BURIED TELEPHONE EXISTING SANITARY SEWER LINE W/ MH EXISTING STORM SEWER LINE W/ MH EXISTING OVERHEAD ELECTRIC � � EXISTING MINOR CONTOUR EXISTING EDGE OF ASPHALT EXISTING CURB AND GUTTER EXISTING EASEMENT LINE EXISTING EXISTING FENCE RAILROAD TRACKS PROPERTY BOUNDARY EXISTING MAJOR CONTOUR 4960 4958 EXISTING CLEANOUT EXISTING INLET GRATE EXISTING GAS METER � EXISTING IRRIGATION CONTROL VAULT CONTROL IRR EXISTING ELECTRIC MANHOLE �� EXISTING GAS MARKER EXISTING ELECTRIC METER � EXISTING IRRIGATION BACKFLOW PREVENT EXISTING SIGN EXISTING ELECTRIC VAULT ELEC VAULT EXISTING TELEPHONE PEDESTAL EXISTING WATER METER � EXISTING COLUMN EXISTING LIGHT POLE � � � EXISTING FIRE HYDRANT EXISTING TRAFFIC VAULT TRAFFIC VAULT EXISTING CABLE VAULT GAS CABLE VAULT �� T �� AC �.�. ELEC R R � � � WV H2O �� E R R TELE VAULT M �.�. EXISTING ELECTRIC BOX EXISTING TELEPHONE VAULT EXISTING WATER VALVE EXISTING WATER MARKER EXISTING MISCELLANEOUS MANHOLE EXISTING MISCELLANEOUS LID EXISTING IRRIGATION PEDESTAL EXISTING ELECTRIC PEDESTAL EXISTING RAILROAD ARM EXISTING RAILROAD SWITCH EXISTING STORM FES EXISTING MONITORING WELL EXISTING AIR CONDITIONER EXISTING MAILBOX EXISTING VERTICAL PIPE EXISTING POST EXISTING CONIFEROUS SHRUB EXISTING TREES � � EXISTING WATER CURB STOP LIMITS OF 100-YR FLOODPLAIN 200' RIVER OFFSET archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 1" = 30' C. S�� C. S�� EXISTING CONDITION PLAN C1.00 E. U�� N�� 1. A�� F�� U�� . 2. T�� 4.5 �� 5.5 �� . 3. W�� -�� D.I.P, �� PVC �� . A. GENERAL NOTES 1. A�� , ��, �� L�� C�� U�� A�� S�� S�� . W�� , �� , �� . A�� C�� F�� C��. 2. A�� , �� . 3. T�� C�� F�� C�� E��. U�� C�� F�� C�� . 4. T�� , �� /�� , �� C�� F�� C��, �� '� ��, �� , �� C�� F�� C�� E�� . F��, �� , �� C�� F�� C��, �� , �� , ��, �� . 5. A�� , �� "��" �� , �� C�� F�� C�� C�� F�� C�� E��. 6. T�� , ��, �� . I� �� D�� . T�� D�� . 7. T�� D�� U�� N�� C�� C�� (UNCC) �� 1-800-922-1987, �� 2 �� , �� . O�� (�.�. �� / �� ) �� . U�� . I� �� D�� . 8. T�� D�� . 9. I� � �� /�� , �� D�� . D�� (�) �� C�� F�� C�� . 10. T�� D�� C�� F�� C��, �� , �� . T�� D�� , �� , �� . 11. N� �� , �� D�� . N�� 2 �� . A� �� , � ��-�� . 12. T�� D�� . I� ��, �� . 13. T�� 4.5 �� 5.5 �� W�� D��. 14. A S�� C�� D�� W�� D�� P�� , ��, �� U�� S��. 15. T�� D�� C�� P�� S�� W�� D�� (C�� C�� D�� H��, W�� Q�� C�� D��, (303) 692-3590), �� S�� W�� M�� P��, �� E�� C�� P��. 16. T�� C�� F�� C�� . M�� (�). 17. P�� C�� F�� C��, �� , �� , �� S�� U�� D��. C�� S�� U�� D�� . F�� , �� S�� U�� D�� D�� A��. 18. T�� C�� F�� C�� D�� , �� , �� C�� F�� C�� , ��, ��/�� . 19. A�� F�� D�� R�� E�� E�� C�� L�� A�� J�� 18��, 2012�� N�� E�� S��, I��., �� . 20. T�� E�� C�� P��. A�� D��, �� . 21. T�� D�� . M�� 24 �� (�.�. �� , �� -�� , ��.) �� C�� F�� C�� . 22. N� �� R��-��-W�� R��-��-W�� P�� D�� C�� P�� , �� . 23. T�� D�� . T�� D�� C�� F�� C�� I�� (F�� C�� - 221-6605) �� C�� F�� C�� E�� C�� I�� (F�� C�� - 221-6700) �� 2 �� , �� . I� �� C�� F�� C�� E�� , �� D�� E�� . H��, �� C�� F�� C�� . 24. T�� D�� P�� R��-��-W�� , ��, �� . I� �� /�� , �� D�� -�� , �� D�� C�� F�� C��' �� (�). R�� , �� /�� P�� E��. T�� I�� 10 �� . P�� , ��, ��, �� C�� F�� C�� E�� . 25. T�� , ��, �� C�� F�� C�� . T�� C�� F�� C�� . A�� C�� F�� C�� . 26. A�� . F�� , �� /� �� . A�� . 27. P�� L�� C�� . T�� L�� C�� F�� P�� R�� . 28. A�� W�� F�� H�� A�� W�� F�� H�� A�� M�� R�� . 29. P�� , �� L�� C�� F�� . 30. T�� D�� , �� , ��, ��, ��, �� , �� . R�� OSHA P�� 2226, E�� T��. 31. T�� D�� C�� T�� C�� P��, �� MUTCD, �� R��-��-W�� . (T�� C�� F�� C��, L�� C��, C��), �� , �� , �� , �� R��-��-W��. T�� D�� . 32. P�� , �� C�� F�� C�� T�� O�� D��, �� , ��, �� , �� . 33. T�� D�� D�� D��'� �� . I� ��, �� D�� D��. 34. T�� S��, �� C�� F�� C�� E��, �� S�� , �� L�� C��. 35. T�� D�� , �� , �� , ��, �� , �� . 36. D�� . I� �� , �� D�� , �� -�� . 37. T�� D�� , �� , �� (1) �� , �� (1) �� , �� . 38. I�, �� , �� , �� D�� D�� C�� F�� C�� E�� . 39. T�� D�� -�� , �� L�� C��'� I�� . U�� , �� (�) �� C�� F�� C�� E��. 40. T�� D�� , �� , �� (2) �� . T�� : C�� F�� C�� M�� D�� 1. 42-01: L�� W�� L�� C�� A�� . E�� = 4984.08 (C�� F�� C��) 2. 1-00: L�� V�� D�� C�� A��. E�� = 4965.57 (C�� F�� C��) 41. A�� . 42. D�� , �� , �� , ��, ��, ��, �� , ��, ��, �� , �� , �� D��'� ��, �� , �� /�� C�� O��. 43. W�� , �� . T�� C�� F�� C�� C�� I�� . P�� C�� F�� C�� S�� R�� S��. T�� . A�� -�� . I� �� , �� , �� , �� . T�� L�� C�� E�� /�� C�� F�� C�� I�� . 44. U�� , �� , �� , �� , �� . 45. S�� H�� "T" ��. 46. A�� C�� F�� C��, �� . 47. T�� C�� F�� C�� , �� , �� : N.A. 48. A�� V�� : NA CONSTRUCTION NOTES A. G�� E�� C�� N�� 1. T�� -�� (24) �� . 2. T�� -�� . 3. A�� (��, ��, ��, ��). A�� , �� , �� . 4. A� �� , �� D�� -�� . T�� D�� . 5. P��-�� . R�� (�) �� , �� . 6. A�� (��, ��, �� , ��, ��, ��.) �� , ��, �� BMP� �� . N� �� -��-�� (30) �� (�.�. ��/��, ��, ��.) �� , �� C��/C��. 7. I� �� , �� (��) �� : �. B� �� (2) �� . �. R�� . �. B� �� . 8. W�� , �� D�� . 9. T�� , ��, �� , �� . 10. A�� , �� , �� U�� S��. 11. N� �� (10) �� . A�� , ��, �� . A�� (30) �� . 12. T�� C��/C�� H�� A�� (HOA). 13. C�� O�� C�� D�� P�� S�� (CDPS) �� . P�� , �� , �� , ��, �� , ��, �� . T�� , ��, �� . 14. A �� . T�� (50) �� . U�� . 15. C�� . T�� D�� , �� C��. UTILITY PLANS FOR ENGINES AND ENERGY CONVERSION LAB EXPANSION LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 N.A. N.A. C. S�� GENERAL & CONSTRUCTION NOTES C0.01 Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. Walsh Environment Troy C. Sanders, PG CHMM 4888 Pearl East Cir. # 108E Boulder, Colorado 80301 (303) 443-3282 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC & TRANSPORTATION ENGINEERING City of Fort Collins Helen Matson Real Estate Services 300 LaPorte Ave. Fort Collins, Colorado 80522 (970) 221-6610 VICINITY MAP NORTH 1"=1000' RIVER DELINEATION CONSULTANTS GEOTECHNICAL ENGINEER SUBSURFACE UTILITY LOCATES** ENVIRONMENTAL CONSULTANTS OWNER DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR TRAFFIC ENGINEER Northern Engineering Services, Inc NE Project No. 207-007 Date: March 23, 2011 ORIGINAL FIELD SURVEY BY: Earth Engineering, Inc. "Proposed 50,000 SF Multi-Tennant Office/Lab Addition CSU - Engines and Energy Conversion Lab" EEC Project No. 1112015 Date: June 14, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET EXISTING CONDITIONS GRADING SHEETS OVERALL GRADING PLAN UTILITY SHEETS UTILITY PLAN DRAINAGE EXHIBITS C3.00 C2.00 C4.00 GENERAL & CONSTRUCTION NOTES C0.00 C0.01 C1.00 EXISTING CONDITIONS PLAN DRAINAGE EXHIBIT Neenan Archistruction Bob Hosanna 2620 E. Prospect Rd. # 100 Fort Collins, Colorado 80525 (970) 493-8747 ARCHITECT Cedar Creek Associates, Inc. Stephen G. Long 916 Willshire Avenue Fort Collins, Colorado 80521 (970) 229-9278 archistruction� Colorado State University Research Foundation (CSURF) Nancy Hurt P.O. Box 483 Fort Collins, Colorado 80522 (970) 472-0491 DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: 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 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. 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. P�� B��: 1-00: Located on a catch basin at the southeast corner of the intersection of Vine Drive and College Ave. Elevation = 4965.57 (City of Fort Collins) 2-00: Located on a traffic signal base at the southwest corner of the intersection Maple Street and College Ave. Elevation = 4977.44 (City of Fort Collins) B�� B�� The Project Bearing is based on the West line of Section 12, Township 7 North, Range 69 West as bearing South 00�23'57" West. C1.01 SURFACE DEMOLITION PLAN C1.02 SUBSURFACE DEMOLITION PLAN 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 K�� '� ��. C�� . R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: National Inspection Services William J. Warren 1136 E. Stuart Street, Suite 4204 Fort Collins, Colorado 80525 (970) 482-1976 ENVIRONMENTAL CONSULTANTS archistruction � 2620 E�� P�� R��, S�� 100 F�� C��, C�� 80525 (970) 493-8747 F��: (970) 493-5869 I�� F�� SD: 02.16.12 PROJECT: I�� F�� DD: 07.18.12 I�� F�� P��: I�� F�� C��: E�� & E�� C�� L�� 430 N C�� A�� F�� C��, CO 80524 C�� S�� U�� 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SCALE: REVIEWED BY: DESIGNED BY: DRAWN BY: SHEET: N. H�� 207-007 N.A. N.A. C. S�� COVER SHEET C0.00 SANITARY SEWER LINE A PLAN & PROFILE C2.01 C3.01 STORM LINE A, B & C PLAN & PROFILE DETAILS C5.00 SITE DETAILS C5.01 SITE & UTILITY DETAILS C5.02 UTILITY DETAILS C5.03 DRAINAGE DETAILS C5.04 DRAINAGE DETAILS C5.05 EROSION CONTROL DETAILS