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Home My WebLink AboutCOLLEGE AVENUE SIDEWALK IMPROVEMENTS MOUNTAIN AND OILVE - Filed STR-STREETS - 2007-10-0321 N .. CITY OF FORT COLLINS - COLLEGE AVENUE SIDEWALK IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET INDEX CONSULTANT TEAM SHEET NO. SHEET TITLE CS-1 COVER SHEET N-1 CONSTRUCTION DOCUMENT NOTES D-1 DEMOLITION PLAN - NE MOUNTAIN AVENUE AND COLLEGE D-2 DEMOLITION PLAN - OLIVE STREET AND COLLEGE L-1 LAYOUT PLAN - NE MOUNTAIN AND COLLEGE L-2 LAYOUT PLAN - OLIVE AND COLLEGE G-1 GRADING PLAN - NE MOUNTAIN AND COLLEGE G-2 GRADING PLAN - OLIVE AND COLLEGE C-1 CONSTRUCTION DETAILS - ICON ENGINEERING C-2 CONSTRUCTION DETAILS C-3 CONSTRUCTION DETAILS C-4 CONSTRUCTION DETAILS VICINITY MAP NORTH - II L0 NJr_Ma- "M REVISIONS: 80% Submittal Revisions to 80% Submittal F-7111 4 J NORTH COLLEGE REMINGTON STREET I t Choicc Bank no a AVENUE lolls 11 1 � I � � I HNfth olelcm Pig Pi 0 V DATE: 1-14— 12000 CITY OF FORT COLLINS, COLORADO 14— 4-27-2000 ENGINEERING DIVISION City of rhrt µCollins LANDSCAPE ARCHITECT bha design, inc. 4803 Innovation Drive Fort Collins, Co 80525 phone: (970) 223-7577 fax: (970) 223-1827 contact: Jennifer Anderson Torrey PROJECT MANAGER / OWNER City of Fort Collins Parks and Recreation Department 281 North College Avenue Fort Collins, CO 80522 phone: (970) 221-6365 fax: (970) 221-6586 contact: Virgil Taylor APPROVALS APPROVED THIS __LL__ DAY OF _LjL __ BY STORMWATER UTILITY OF THE CITY OF FORT COLINS, COLORADO Stormw*ter Utility DESIGNED BY: JT MIN DRAWN BY: JT DATE: 4-28-00 APPROVED BY: (/L 7- CHECKED BY: DATE: RS/BH 5/12/2000 IRRIGATION DESIGNER City of Fort Collins Parks Maintenance 413 S. Bryan Avenue Fort Collins, CO 80521 phone: (970) 221-6660 fax: (970) 221-6849 contact: Chuck Ainsworth CIVIL ENGINEER City of Fort Collins Engineering Department 281 North College Avenue Fort Collins, CO 80522 phone: (970) 221-6605 contact: Dean Klingner design bha design, inc. 4803 Innovation Dr. Ft; Collins, CO 80525 phone 970.223.7577 Landscape Architecture Planning �^- Urban Design 2000 APPROVED THIS _LL —z�e _ DAY OF 2000 TY BY PARKS AND RECREATION OF THE CIOF FORT COLLINS, COLORADO Parks and Recreation ISSUE DATE: BID DATE: BID #: CONSTRUCTION DOCUMENTS COLLEGE AVENE SIDEWALK IMPROVEMENTS DRAFT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-8W-922-1987 IN T OR 534-6700 ENVERRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 14100:401 EET CS-1 C -1 276 TOOL SCORE JOINTS w TO A DEPTH OF 1", (SLAY,`■ PLAN FOR JOINTOUT LOCATIONS) ■ V COMPACTED SUBGRADE COLOR CONCRETE PAVEMENT W/ MED. BROOM FINISH /4 ' BROOM FINIS Fj {{ BROOM FINISH n . ,o:... ..Obv,;; ... 3 IF Section N.T.S. NOTES: 1. APPLY BROOM FINISH PERPENDICULAR TO DIRECTION OF WALKS 2. PROVIDE 1/4" RADIUS EDGE AT EDGES AND JOINTS 3. APPLY BROOM FINISH SO THAT TROWEL LINES REMAIN AT OUTSIDE EDGES AND JOINTS Color Concrete Pavement - Score Joint COMPACTED SUBGRADE COLOR CONCRETE PAVEMENT, MED. BROOM FINISH, TROWELED JOINTS PREVIOUSLY PLACED #4 X 18" REBAR 30" O.C. CONCRETE PAVEMENT BREAK BOND ONE END ONLY SUBSEQENTLY PLACED CONRETE PAVEMENT 0 O. T ,0� Section N.T.S. Color Concrete Pavement - Control Joint P 0 N N Section 1 "= 1'-0" Concrete Pavers 2„ Section 1' = 1'-0" Paver Band DATE: An% SFT i n /2o /oo PAVER BANDS OR INT. CONIC. PAVERS SEE LAYOUT PLAN SAND FILLED JOINTS NOT TO EXCEED 1/8" WIDTH 18" CONCRETE BAND TYPICAL C-3 8" STREET NAME, FONT: IIMES NLW ROMAN, SAND —BLAST STREET NAME INTO CONCRETE, 1/8" DEPTH, CENTER TEXT IN WIDTH OF RAMP, STAIN LETTERS LITHICROME GREY STREET NAME VARIES BASED ON THE RAMP LOCATION, SEE LAYOUT PLANS ALIGN TOP EDGE OF RAMP WITH EDGE OF CONCRETE TREE GRATE SUPPORT SO THAT PAVER BAND WILL CONTINUE IN STRAIGHT LINE, AS SHOWN 6" 1 5'-0" SQUARE TREE GRATE t---I _.- , I i ' I WRAP CONCRETE AT �12" THIS LINE WRAP CONCRETE AT 18" 7'-0" 18" THIS LINE NEW CURB AND GUTTER 10'-0" EXISTING CURB AND GUTTER Plan SAND SETTING BED, 1" MIN. TO 1\" MAX. DEPTH COMPACTED ASTM D698) COURSE (95% S T e l Ram SOIL SEPARATOR FABRIC COMPACTED SUBGRADE CONTACT THE CITY FORESTER BEFORE SCARIFICATION OF SUBGRADE IN TREE ROOT AREAS. PAVER BAND, SEE LAYOUT PLAN FOR PATTERN SAND FILLED JOINTS NOT TO EXCEED 1/8" WIDTH SAND SETTING BED, 1" MIN. TO 1\" MAX. DEPTH CONCRETE PAVEMENT WITH THICKENED EDGE AT PAVER BAND #4 REBAR , TYPICAL PROVIDE 3" CLR. CONCRETE COMPACTED BASE COURSE (95% ASTM D698) SOIL SEPARATOR FABRIC COMPACTED SUBGRADE CONTACT THE CITY FORESTER BEFORE SCARIFICATION OF SUBGRADE IN TREE ROOT AREAS a aD 0 00 a 3/4.: _ . . o d Q d Q d 2"= 1'-0" 6 3/4" Concrete Tree Grate S CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION EXISTING GUY WIRE EYEBOLT, \" DIA. X 3" LONG W/ 1" EYE, EMBED INTO CONCRETE BANDS, FOUR PER GRATE TREE GRATE, INSTALL SO THAT TOP OF TREE GRATE IS FLUSH WITF CONCRETE SUPPORT NOTCH DEPTH EQUALS THICKNESS OF TREE GRATE CONCRETE TREE GRATE SUPPORT PROVIDE I" RADIUS AT EDGES, PROVIDE MEDIUM BROOM FINISH LEAVING NO VISIBLE TROWEL LINES PAVER BAND OR INT, CONC. PAVER SEE LAYOUT PLANS SAND SETTING BED, 1" MIN. TO 1 1/2" MAX. DEPTH BASE COURSE 2" THICK SOIL SEPARATOR FABRIC (SEE SPECIFICATION) NOTE: PROVIDE A 30 DEEP LAYER OF PEA GRAVEL IN TREE WELLS. COMPACTED SUBGRADE (95% ASTM D698) DESIGNED BY: DRAWN BY: RS RL SCALE: DATE: AS SHOWN 4/27/00 NOTE: WARP SURFACE OF CONCRETE PVMT. TO ACCOMODATE GRADE GRADE CHANGE, AS SHOWN. 8" STREET NAME, POSITION AS SHOWN IN ABOVE ENLARGEMENT, SAND —BLAST TEXT INTO CONCRETE, 1/8" DEPTH, STAIN LETTERS LITHICROME GREY — STREET NAME VARIES PER LOCATION Oblique N . T. S. 1 APPROVED BY: U4 7— CHECKED BY: DATE: RS/BH 15/12/2000 4 I— CURB TRANSITION LNEW CURB/GUTTER COLOR CONCRETE PAVEMENT, SEE El,2 d e s i g n LAYOUT PLAN FOR SCORING PATTERN —2 PAVER BAND, ALIGN PAVER 4 JOINTS AS SHOWN C-2 INTERLOCKING CONCRETE PAVERS, 3 TYPICAL C-2 CONCRETE TREE GRATE SUPPORT 6 c-z RE -INSTALL TREE GRATE AND POSITION TREE GRATE TO ACCOMODATE EXISTING TREE LOCATION EXISTING CONCRETE PLANTER WALL OR PAVERS, SEE LAYOUT PLANS EXISTING CONCRETE CURB/GUTTER 4 PAVER BAND C-2 bha design, inc. 4803 INNOVATION DR Ft. Collins, CO 80525 phone 970.223.7577 Landscape Architecture Planning Urban Design INTERLOCKING CONC. PAVERS 3 C-2 CONCRETE PAVEMENT CONSTRUCTION DETAILS COLLEGE AVENUE SIDEWALK IMPROVEMENTS EXISTING CONCRETE WALL 1/4" MAX LIP AT BOTTOM OF RAty —EXISTING CURB/GUTTER, CURB HT. VARIES CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN OR 534-6700 DENVER METRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ET C-2 C-1 z %O ti N V ASPHALT PVMT. 18" CONCRETE CURB AND 24" CONCRETE PAN LIGHT BROOM FINISH 3'-6j" PERPENDICULAR TO CURB. 2' INTERLOCKING CONCRETE PAVERS 1/2„ 2„R °u N ° � Section 11 1 =1'-0" Concrete Curb I 1 Concrete Edge Restraint REVISIONS: 80% SET PAVER BAND OR INT. CONC. PAVER SEE LAYOUT PLANS CONCRETE EDGER EXISTING MULCH LAYER IN ADJACENT PLANTER COMPACTED SUBGRDE Section 2"= 1'-0" 6" or 18" Concrete Band Section N.T.S. (: ) 4 Bollard Details CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION INSTALL BOLLARD PER MANUFACTORS RECOMENDATIONS LEVELING RINGS TURNED TO LEVEL BOLLARD. CONCRETE WALK EXPANSION SHIELD, 7/8" HOLE DRILLED VERTICALLY city or H'ort coutas ESIGNED BY: RS CONCRETE BAND PROVIDE I" RADIUS AT EDGES, PROVIDE MEDIUM BROOM FINISH, LEAVING NO VISIBLE TROWEL LINES, REINFORCE W/ "FEBREMESH" CONTACT CITY FORESTER BEFORE EXCAVATION OR DURING CONSTRUCTION IF NEEDED. NTERLOCKING CONCRETE PAVERS, OR SANDSTONE PAVERS SAND SETTING BED, 1" MIN. TO 1 1/2" MAX. DEPTH BASE COURSE 2" THICK SOIL SEPARATOR FABRIC (SEE SPECIFICATIONS) COMPACTED SUBGRADE CONTACT THE CITY FORESTER BEFORE SCARIFICATION OF SUBGRADE IN TREE ROOT AREAS. QAntilAn Drain Inlet Detail DRAWN BY: RL APPROVED BY: !//-L T SCALE: DATE: CHECKED BY: DATE: AS SHOWN 4/27/00 . RS/BH 5/12/2000 24" x 24" GRATE & FRAME MANFACTURED BY URBAN ACCESORIES MODEL 24" STANDARD CAST IN PLACE STORM INLET COMPACTED BACKFILL NEW CONCRETE SIDEWALK PAVING W/ INLET FRAME EMBEDDED PER MANUFACTURERS INSTRUCTIONS 10" EXISTING STORM SEWER PIPE # 4 RE -BAR # 4 RE -BAR WRAPPED AROUND PIPE 5 BARS OF # 4 RE -BAR, 12" O.C. PROVIDE 3" CLEARANCE OF CONCRETE ON ALL SIDES UNDISTURBED SOIL NOTE: CONFIGURATION OF EXISTING UNDERGROUND STORM DRAIN IS UNKNOWN. CONTRACTOR SHALL NOTIFY CITY ENGINEER TO DISCUSS DRAIN INLET DETAIL IF THERE IS A DISCREPANCY BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS. CONSTRUCTION DETAILS COLLEGE AVENUE SIDEWALK IMPROVEMENTS design bha design, inc. 4803 Innovation Dr. Ft. Collins, CO 80525 phone 970.223.7577 Landscape Architecture Planning Urban Design CALL UTILITY NOTIFICATION CENTER OF COLORADO OR 1-8W-922-1987 534-67M ENVER° CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES C2-DETAILS.DWG C-3 A C-1 276 L' C .1 276 C3ENEI;RAL LDE�-IOLITICN FLAN NCTE5 I, THE CIT) OF FORT CC�L N5 DESIGN AND CONSTRUCTION STANDARDS SI-IAA_ SERVE AS 4 MINIMUM STANDARD, 9. PRIOR -O AND DURING- CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND A-L PROTECTED EXISTING :ro -HE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN. THE TRAFFIC CONTROL Pl. AN SHALL BE SJBMITTED ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF COLORADO HIGHWAY 251 SHALL CONFORM TO THE MOST TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF 4' HEIGHT, SECURED WITH METAL T-POSTS, TO THE CITY OF FORT COLLINS TRAFFIC DEPARTMENT FOR APPROVAL 4 MINIMUM OF FORT" -EIGHT (48) CURRENT 'STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATE OF COLORADO, STANDARD NO CLOSER THAN 6' OR FROM THE TRUNK OR ONE-HALF (1/2) OF THE DRIP LINE, WHICHEVER IS GREATER, HOURS PRIOR TO START OF CONSTRUCTION. THE TRAFFIC CONTROL SHALL CONFORM TO THE MUTCD. SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION ', SPECIAL PROvI510N6, AND MOST CURRENT "STATE THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS, OR FILL WITHIN THE THE TRAFFIC CONTROL PLAN SHALL ADDRESS TEMPORARY ACCESS WALKWAYS AND FOR BUSINESS ACCESS WITHIN DEPARTMENT OF HIGHWAYS, M46 STANDARDS", UNLESS SPCIFIED OTHERWISE. MATERIALS AND WORKMANSHIP FENCED TREE PROTECTION ZONE. THE LIMIT OF WORK. SHALL COMPLY WITH THE STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE, 2, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING EROSION CONTROL MEASURES IN A TIMELY "MANNER. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING SEDIMENT FROM NEW OR EXISTING STORM SEWER FACILITIES WHICH IS CAUSED BY THIS PROJECT. 3. PRIOR TO COMMENCEMENT OF DEMOLITION AND COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE PROJECT MANAGER AND AFFECTED BUSINESS OWNERS FORTY EIGHT (48) HOURS ADVANCE WRITTEN NOTICE. 10. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, 45PHAULT, CONCRETE, MOTOR OIL, OR ANY OTHER MATERIAL HARMFULL TO THE LIFE OF A TREE WITIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES, TO REQUEST LOCATES, CALL THE "ONE -CALL SYSTEM" AT 1-800-922-1981. 11. NO DAMAGING ATTACHMENT, WIRES, 51GN5, OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 4. A CONSTRUCTION FENCE SHALL BE ERECTED PRIOR TO CONSTRUCTION AND DEMOLITION ACTIVITY. THE 12 FENCE SHALL LEAVE SUFFICIENT ROOM FOR PEDESTRIAN TRAFFIC TO MOVE SAFELY AROUND THE CONSTRCTION ZONE. IN ADDITION, CONSTRUCTION SIGNAGE SHALL BE IN PLACE PRIOR TO CONSTRUCTION AND DEMOLITION ACTIVITY. PEDESTRIAN ACCESS TO AFFECTED BUSINESSES MUST BE OPEN TO THE PUBLIC FOR THE PROJECT DURATION. THE FENCE AND SIGNING SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE CONSTRUCTON IS COMPLETE. 5. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING STREET IMPROVEMENTS AND PRIVATE PROPERTY FROM BEING DESTROYED, DAMAGED, OR DISTURBED DURING DEMOLITION AND CONSTRUCTION. FOLLOWING COMPLETION OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTOR WILL EXAMINE EXISTING IMPROVEMENTS FOR DAMAGE. DAMAGE CAUSED BY THE CONTRACTOR AND THE CONTRACTORS 13- OPERATION WILL BE REPAIRED AND PAID FOR BY THE CONTRACTOR. 6. THE LIMIT OF WORK LINE AS SHOWN ON THE PLANS DESIGNATES THE MAXIMUM EXTENT OF DISTURBANCE FOR MEASUREMENT AND PAYMENT OF ANY OF THE VARIOUS BID ITEMS. DISTURBANCE BEYOND THESE LIMITS MAY RESULT IN COSTLY REPAIRS TO EXISTING BUILDINGS, WALKS, AS WELL AS TREE REPLACEMENT, ALL OF WHICH SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY OF FORT COLLINS. 1. ITEMS ON THE DEMOLITION PLANS WHICH ARE LABELED "TO REMAIN' SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION OPERATIONS. IN THE EVENT THAT AN ITEM EXISTS ON THE SITE WHICH IS NOT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE FOR SPECIFIC DIRECTION. UNTIL SUCH TIME THAT DIRECTION IS RECEIVED, THE CONTRACTOR SHALL ASSUME THAT THE ITEM 15 TO BE PROTECTED AND TO REMAIN. IF AN ITEM IS DAMAGED THAT IS INDICATED TO REMAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPARING THE DAMAGE AT NO ADDITIONAL COST. 8. AVOID DISTURBANCE TO TREE ROOTS DURING DEMOLITION AND CONSTRUCTION OPERATIONS. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR INCH (4'') DEPTH UNLESS THE CITY FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 80% Set DATE: 10/29/1999 THE INSTALLATION OF UTILITIES, IRRIGATION LINES, OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN 6 INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF 24 INCHES. THE AUGER DISTANCE IS E5T45LI5NED FROM THE FACE OF THE TREE (OUTER BARK) AND 15 SCALED FROM TREE DIAMETER AT BREAST HEIGHT 45 5)ESCRI5ED BELOW: -3-4 INCH DIA: 2 FOOT AUGER DISTANCE -5-9 INCH DIA.: 5 FOOT AUGER DISTANCE -10-14 INCH DIA: 10 FOOT AUGER DISTANCE -15-19 INCH DIA.: 12 FOOT AUGER DISTANCE THE TYPE, SIZE LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES WITHIN THE PROJECT LIrlIT5. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL FIELD LOCATE UTILITIES. TO REQUEST LOCATES, CALL THE "ONE -GALL SYSTEM" AT 1-800-922-1981. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A CONSTRUCTION SCHEDULE WHICH EXPLAINS THE SEQUENCE AND PROVIDES ADEQUATELY FOR THE SAFETY AND CONVENIENCE OF THE PUBLIC WHILE ACCOMPLISHING THE CONSTRUCTION OBJECTIVES OF THE PROJECT. THE CONSTRUCTION SEQUENCE SHALL, IN PARTICULAR, ADDRESS THE REQUIREMENT NOT TO DISTURB EXISTING BUILDINGS AND SHALL INCORPORATE COORDINATION AND CONSTRUCTION ACTIVITIES RELATED TO UTILITIES. THE COMPLETE CONSTRUCTION SCHEDULE SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF FORT COLLINS ENGINEERING DEPARTMENT, 15. THERE MAY BE EXCESS MATERIAL GENERATED FROM THE EXCAVATION FOR THE NEW SIDEWALKS AND CURBS. THIS MATERIAL SHALL BE REMOVED AND DISPOSED OF OFFSITE, BY THE CONTRACTOR. IN ADDITION, MATERIALS GENERATED FROM THE REMOVAL OF EXISTING CONCRETE, BRICK PAVERS, AND OTHER MISCELLANEOUS ITEMS SHALL BE REMOVED AND DISPOSED OF OFFSITE, THIS 9)HALL BE THE RESFON51BLITY OF THE CONTRACTOR. COSTS FOR THIS WORK SHALL BE INCLUDED IN THE VARIOUS BID ITEMS. DISPOSAL SHALL BE IN ACCORDANCE WITH STATE AND LOCAL RULES AND REGULATIONS. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION IT. THE CITY OF FORT COLLINS WILL PROVIDE THE TESTING REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL PAY FOR FAILING TESTS AT RATES BASED UPON THE COST OF SECURING SUCH TESTS FROM AN INDEPENDENT TESTING LABORATORY. 18. THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA AND PROTECT AREA RESIDENTS, MOTORISTS, BICYCLISTS, PEDESTRIANS, AND CHILDREN FROM WORK AREA HAZARDS, THE CONTRACTOR SHALL PROVIDE WORK AREA SAFETY CONTROL DEVICES, SUCH AS BARRICADES AND SAFETY FENCE AROUND ALL EXCAVATIONS AND DROP-OFFS. WORK AREA SAFETY CONTROL DEVICES WILL NOT BE PAID FOR SEPARATELY. COST FOR THIS EQUIPMENT SHOULD BE INCLUDED IN THE UNIT COSTS FOR THE WORK ITEMS WHICH WILL REQUIRE WORK AREA SAFETY CONTROL DEVICES, OR IN THE BID ITEM: TRAFFIC CONTROL, LUMP SUM. 9. STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY DEMOLITION AND CONSTRUCTION THE PROJECT. DEBRIS SHALL BE CLEANED AT THE EARLIEST OPPORTUNITY, OR WHEN DEEMED NECESSARY BY THE OWNER FOR THE SAFETY OF TRAFFIC AND/OR PEDESTRIANS, IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAY'S WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CLEAN THE ROADWAY, THE COST FOR STREET CLEANING SHALL BE INCLUDED IN THE APPROPRIATE UNIT COSTS. THE CITY'S STREET DEPARTMENT WILL SWEEP THE STREET AT AN HOURLY RATE OF $70.00. THE MINIMUM 15 TWO HOURS ($140.00). THE CONTRACTOR MUST SIGN A CONTRACT WITH THE CITY STREET DEPARTMENT PRIOR TO REQUESTING STREET SWEEPING. IF THE STREETS ARE NOT CLEANED BY THE CONTRACTOR AFTER 24 HOUR NOTICE FROM THE CITY'5 PROJECT REPRESENTATIVE, THE CITY'S PROJECT REPRESENTATIVE WILL HAVE THE STREETS DEPARTMENT SWEEP THE STREETS AT A COST OF $70.00 PER HOUR. THE MINIMUM CHARGE IS FOUR (4) HOURS ($280.00). THE CONTRACTOR WILL BE BACK CHARGED FOR THE EXPENSES INCURRED. 20. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL, AND PROVIDING THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CONTROL DUST AT ALL TIMES. WATER SHALL BE USED AS THE DUST PALLIATIVE WHERE REQUIRED. THE COST FOR DUST CONTROL SHALL BE INCLUDED IN THE APPROPRIA-E UNIT COSTS. 21. CONCRETE WALL PANELS HAVE EXPOSED REBAR BETWEEN PANELS, AFTER WALL PANELS ARE REMOVED, THE REBAR AT THE EXPOSED END OF THE WALL SHALL BE GROUND FLUSH WITH ADJACENT SURFACES LEAVING NO SHARP EDGES OR BURRS. 22, TRASH RECEPTACLES HAVE BEEN LOCATED AT EACH OF THE MAIN CORNERS OF COLLEGE AVENUE. THESE ITEMS ARE TO BE STORED AND PROTECTED OFF SITE FOR LATER RE -INSTALLATION, AT THE SAME LOCATION. 23. THE CITY REPRESENTATIVES SHALL APPROVE THE FINAL LOCATION OF THE 51TE FURNISHINGS (TRASH RECEPTACLES, BIKE RACKS, BOLLARDS) PRIOR TO MOUNTING THEM. THE CONTRACTOR SHALL NOTIFY THE CITY REPRESENTATIVE A MINIMUM OF TWENTY-FOUR (24) HOURS IN ADVANCE OF FASTENING THE SITE FURNISHINGS. ESIGNED BY: DRAWN BY: "APPROVED BY: l/.�T CONSTRUCTION DOCUMENT JT JT SCALE: I DATE: NA 1 4-27-00 CHECKED BY: me L "JAF PZ:PZ:7 0ha cles-ler, inc. 4aO3 Innovation [Dr, Ft. G®Ilin5, GO E0525 phone 910,223,1511 Landscape Architecture Planning Urban Design GALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN M OR 534-6700 D NEERO CALL 2 BUS NE55 D4Y5 IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NOTES Ll—DEMO.DWG SHEET N-1 C.1 276 LEGEND EXISTING CONCRETE PAVEMENT, CURBS, AND RAMPS TO BE REMOVED EXISTING BRICK PAVERS TO BE REMOVED ImEXISTING ASPHALT TO BE REMOVED LIMIT OF WORK 0 EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED DATE: 80% Set 10/29/1999 REVISIONS: CITY OF FORT COLLINS, COL ENGINEERING DIVISION `d ORADO 0 A EXISTING STORM DRAINAGE - CATCH BASIN TO BE REMOVED (TOTAL OF 3 THIS CORNER) REMOVE AND STORE BIKE RACKS, FOR sg<- LATER RE -INSTALLATION, LIMIT OF WORK (TOTAL OF 2 THIS LOCATION) - CD EXISTING CONCRETE PAVEMENT TO BE REMOVED AND DISPOSE OF, REMOVE TO NEARE SCORE JOINT EXISTING FREE STAND ING'/- CONCRETE WALL TO RE!"IAIr UNLESS OTHERLJ15E NOTED/ REMOVE AND DISPOSE OF/ EXISTING ro" X " X 11118"/A BRICK PAVER , 34'' SETTING BED, AND 4" T IGK GOING/ SLAB, TYPICAL EXISTING CUR AND GUTTEF TO BE REMOVED/////. u v EXI5TINq WATT VALVE 70 BE Exl5TIN5 CONCRETE CURB AND GUTTER TO BE REMOVED EXISTING LGHT/TR4FF C SIGNAL O REMAIN 'AID BE PRO ECTED/// EXISTIN STORM DR INAGE� CATCH B46IN TO BE EMOVE ��/�/T//5//A/ EXISTIN MANHOLE TO BE AB RE"'O AND PLUG EXISTING AS REQ IIEr // EXISTIN CONCRETE AMP TO BE REMOVED (2 L CATIOt, THIS CO/�ER) j/ 5AWGU7 AND REMOVE ASPH, AS NEC5SARY FO REPLAC CURB, YPICAL//�////i EXISTING WATER VALE - - TO REMAIN AND BE T {RCTECTE EXISTING SIGN TO REMAIN, AND BE PROTECTED!-JfYPIGAL N T A I E N U--1 E a r:� L r T OF WORK DESIGNED BY: JT SCALE: NA EXISTING CONCRETE SIDEWA-K TO REMAIN AND BE PROTECTED -EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED EXISTING WATER VALVE TO REMAIN AND BE PROTECTED I//-- FACE OF BUILDING, PROTECT IN PLACE, TYPICAL REMAIN AND BE PROTECTED, TYPICAL REMOVE 4 CONCRETE WALL PANELS STARTING FROM THIS POINT. DEMO. TO A 4" DEPTH I BELOW EXISTING GRADE eau Joe s AND BE PROTEGTOED INCLUDING"`" ROOTS, SEE GENERAL NOTE "S, SHEET N-1 EXISTING TREE GRATES AND TREE GRATE FRAMES TC BE REMOVED AND STORED EXISTING FENCE, WITHIN LIMIT I FOR RE -INSTALLATION OF WORK TO BE REMOVED AND (6LOCATIONS THIS CORNER) STORED FOR LATER INSTALLATION, TYPICAL �- � EXISTING VAULT TO REMAIN AND BE PROTECTED EXISTING DRAIN INLET EXISTING DRAIN INLET AND VERTICAL PIPE AND VERTICAL PIPE TO BE REMOVED AND (� TO BE REMOVED AND REPLACED, SEE DETAILS O REPLACED, SEE DETAILS EXISTING NEWSPAPER VENDING FACE OF BUILDING MACHINES TO BE TEMPORARILY PROTECT IN PLACE, RELOCATED, COORDINATE I TYPICAL WITH CITY OF FORT COLLINS AND PAPER PROVIDERS } EXISTING BENCHES REMOVE 4 CONCRETE - - TO REMAIN AND BE PROTECTE 4 LOCATIONS THIS CORNER) WALL PANELS STARTING FROM THIS POINT. DEMO. TO DEPTH REQUIRED FOR STORM WATER — PIPE RE-INSTyLATION ' EXISTING THRESHOLD MATERIAL TO W - w n CONCRETE WALL O REMAIN j UNLESS OTHERWISE NOTED/ EXISTING PLANTS WITHIN RAISED PLANTERS ARE TO/ REMAIN AND BE PROTECTED PAIN INLET AIPE/ / L P EXISTING CURB AND GUTTER, �VED AND SEE DETAILS DRAWN BY: JT/ES DATE: 4-27-00 ID— SD W W �- ITA vo EXISTING ELECTRICAL VAULT I TO REMAIN AND TO BE PROTECTED REMOVE AND REPLACE I / SURFACE PAVER AS RECWRED AND MATCH EXISTING TREE AND TREE GRATE - TO REMAIN AND TO BE PROTECTED EXISTING CATCH BASIN TO BE REMOVED (SEE SHEETS C-I AND 6-1 FOR ADDITIONAL INFORMATION) APPROVED BY: 7- CHECKED BY: DATE: RS /BH 5 /12 /2000 bha deeIen' Inc, 4�03 Innovation Dr, Ft. G®Ilins, CO 60525 phone 910.223,7571 Landscape Architecture Planning Urban Design 751� 10, 20' Scale: 1'= 10'-0'' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 oENVEe CALL 2 BUSINESS DAYS IN ADVANGE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE 1"ARKING OF UNDERGROUND MEMBER UTILITIES DEMOLITION PLAN SHEET MOUNTAIN AVE. AND COLLEGE AVE. INTERSECTION D — 1 NORTH CORNERS L1-DEMO.Dwc C —1 27 EXISTING CONCRETE SIDEWALK TO -� REMAIN AND BE PROTECTED LIMIT OF WORK EXISTING THRESHOLD MATERIAL - I TO REMAIN AND BE PROTECTED, TYPICAL FACE OF BUILDING, PROTECT IN PLACE, TYPICAL REMOVE 4 CONCRETE - WALL PANELS STARTING FROM THIS POINT. DEMO. TO A 4" DEPTH BELOW EXISTING GRADE EXISTING DRAIN INLET AND VERTICAL PIPE TO BE REMOVED AND REPLACED, III Empire Hotel SEE DETAILS � I EXISTING STAIRS AND RAILING TO REMAIN AND EXISTING BE PROTECTED ~ CONCRETE PAVEMENT EXISTING GRATE � TO BE REMOVED TO REMAIN AND AND DISPOSED OF, BE PROTECTED REMOVE TO NEAREST SCORE JOINT FACE OF BUILDING, l PROTECT IN PLACE, f TYPICAL I EXISTING CONCRETE SIDEWALK TO REMAIN AND BE PROTECTED d TO REMAIN AND BE PROTECTED \ �i REMOVE 3 CONCRETE \ I WALL PANELS STARTING FROM THIS POINT. REMOVE TO A 4" DEPTH BELOW PROPOSED GRADE LIMIT OF WORK F... EXISTING SIGN _____ TO REMAIN AND fi _ BE PROTECTED EXISTING CONCRETE L SIDEWALK TO REMAIN AND BE PROTECTED - EXISTING STORM DRAINAGE CATCH BASIN TO BE REMOVED (SEE SHEET G-1 AND G-2 FOR ADDITIONAL INFORMATION) REMOVE AND STORE ALL BIKE RACKS FOR LATER RE -INSTALLATION (TOTAL OF 2) EXISTING PLANTS WITHIN RAISED PLANTERS ARE TO REMAIN AND BE PROTECTED (TYPICAL OF ALL 4 LOCATIONS) EXISTING TREES TO REMAIN AND BE PROTECTED, INCLUDING ROOTS, SEE GENERAL NOTE 08 EXISTING TREE GRATES AND TREE GRATE FRAMES TO BE REMOVED AND STORED FOR RE -INSTALLATION (10 LOCATIONS) DATE: 80% Set 10 29 99 REVISIONS: EX STING LIGHT TO REMAIN AND BE PROTECTED EXIST NG CONCRETE PAVEMENTTO EXISTING CONCRETE PAVEMENT BE REMOVED AND DISPOSED_ TO BE REMOVED OF, REMOVE TO NEAREST SCORE AND DISPOSED OF, JOINT REMOVE TO NEAREST SCORE JOINT SAWCUT AND REMOVE ASPHALT AS - NECE654RY FOR INSTALLATION OF EXISTING BOLLARDS TO REMAIN STOR^ SEWER IMPROVEMENTS AND BE PROTECTED EXISTING FIRE HYDRANT TO EXISTING CONCRETE CURB REMAIN AND BE PROTECTED AND GUTTER TO REMAIN EXISTING WATER VALVE TO REMAIN AND BE PROTECTED EXISTING MAIL BOX TO BE STORE[) REMOVED AND ORED FOR LATER ST/ EXISTING MAIL BOX TO BE RE -INSTALLATION REMOVED AND STORED. .L CONTRACTOR SHALL COORDINATE V) WITH CITY OF FORT COLLINS REMOVE AND STORE BIKER CKS—_ AND US POST OFFICE FOR FOR LATER RE -INSTALLATION RE -INSTALLATION. (TOTA_ OF 2) REMOVE AND DISPOSE OF EXISTING EXISTING FREE-STANDING >o'Xro"XI 1/8' BRICK PAVERS, CONCRETE WALL TO REMAIN 3/4' SETTING BED, AND 4" THICK UNLESS OTHERWISE NOTED CONCRETE SLAB ca EXISTING BENCHES — TO RETAIN AND BE PROTECTED (3 THIS CORNER) EXISTING FREE-STANDING CONCRETE WALL TO REMAIN AND BE PROTECTED EXISTING SIGN TO REMAIN UNLESS OTHERWISE NOTED AND BF PROTECTED, TYPICAL q rH4 REMOVE AND DISPOSE OF EXISTING — EXISTING SIGN TO REMAIN BRICK PAVERS, AND BE PROTECTED, TYPICAL 3/4" SE IN 3/4" SETTING BED, AND 4" THICK CONCRETE SLAB In m � � Uz q Uz v, W w do X do do ? — UP N a UP w� w� EXISTING CONCRETE RAMP TO BE REMOVED SD X, (2 LOCATIONS- > D THIS CORNER) SD01 MIT F S S EXISTING STORM SEWER MANHOLE TO BE REPLACED, ADJUST TO GRADE 1 EXISTING WATER VALVE TO REMAIN, O SEE GRADING PLAN (� ` \ - - EXISTING LIGHT/TRAFFIC --- LIMIT OF WORK SIGNAL TO REMAIN I E EXISTING CURB EXISTING CONCRETE EXISTING CONCRETE TO REMAIN CURB AND GUTTER CURB AND GUTTER TO BE REMOVED TO REMAIN AND BE PROTECTED EXISTING BENCHES TO REMAIN AND BE PROTECTED SAWCUT AND REMOVE 2' OF ASPHALT (3 THIS CORNER) AS NECESSARY FOR REPLACEMENT OF CURB, T� PICAL --- EXISTING FREE-STANDING CONCRETE WALL TO REMAIN UNLESS OTHERWISE NOTED EXIe TO F AND EXISTING CONCRETE AMP TO BE F OVED (2 LO TIONS- TI-II,1�,`EORNER) d \ 4CMOvE AND DISP E- 1- OF EXISTING 6"X6"XI 1/8" BRICK P VERS, 3/4' SETTING BED, ` AND 4" THICK CONC.SLAB EXISTING LIGHT/TRAFF`� SIGNAL TO REMAIN EXISTING ELECTRICAL AULT--- TO REMAIN AND BE PR TECTED EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED SAWCUT AND REMOVE 2' OF 45PHALT- 45 NECESSARY FOR REPLACEMENT OF CURB, TYPICAL L I V E S T R E IE T EXISTING LIGHT/TRAFFIC SIGNAL TO REMAIN AND BE PROTECTED REMOVE AND DISPOSE OF EXISTING 611X6"XI 1/8, BRICK PAVERS, 3/4" SETTING BED, AND 4' THICK CONCRETE SLAB EXISTING MANHOLE TO REMAIN EXISTING CONCRETE CURB AND GUTTER TO REMAIN AND BE PROTECTED EXISTING CONCRETE RAMP TO REMAIN AND BE PROTECTED EXISTING WATER VALVE TO REMAIN AND BE PROTECTED CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION F— - ------- EXISTING LIGHT/TRAFFIC SIGNAL TO REMAIN AND BE PROTECTED RFMOvE AND DISPOSE OF EXISTING e'X6"XI 1/5" BRICK PAVERS, 3/4" SETTING BED, AND 4" THICK CONCRE-E SLAB EXISTING WATER VALVE TO REMAIN AND BE PROTECTED EXISTING CONCRETE CURB AND GUTTER TO REMAIN AND BE PROTECTED EXISTING CONCRETE RAMP TO REMAIN AND BE PROTECTED EXISTING WATER VALVE TO REMAIN AND BE PROTECTED O DESIGNED BY: DRAWN BY: JT JT SCALE: DATE: NA 4/27/00 EXISTING CONCRETE SIDEWALK TO REMAIN AND BE PROTECTED >I EXISTING BOLLARDS TO REMOVED AND STORED 1 FOR LATER RE -INSTALLATION REMOVE d CONCRETE I WALL PANELS STARTING FROM THIS POINT, I DEMO. TO A 4" DEPTH BELOW PROPOSED GRADE EXISTING THRESHOLD MATERIAL TO REMAIN AND BE PROTECTED TYPICAL EXISTING DRAIN INLE- AND VERTICAL PIPE TO BE REMOVED AND REPLACED, SEE DETAILS J0es9 Fireside Cafe 7 REMOVE AND STORE EXISTING FENCE, FOR LATER 1� RE -INSTALLATION, TYPICAL \r 1 EXISTING CONCRETE - RAMP TO REMAIN AND BE PROTECTED Q Q O 111T OF WORK L IN T OE WORK EXISTING CURB TO REMAIN EXISTING PLANTS WITHIN RAISED PLANTERS ARE TO REMAIN AND BE PROTECTED (TYPICAL BOTH CORNERS) EXISTING TREES TO REMAIN AND BE PROTECTED, INCLUDING ROOTS, TYPICAL, SEE GENERAL NOTE 8, SHEET N-I EXISTING TREE GRATES AND TREE GRATE FRAMES TO BE REMOVED AND STORED FOR RE -INSTALLATION (10 LOCATIONS -NORTH CORNERS) APPROVED BY: (/ /, % CHECKED BY: DATE: RS /BH 5 /12 /2000 PAVEMENT N AND BE =D I FACE OF BUILDING, PROTECT IN PLACE, TYPICAL - REMOVE 4 CONCRETE WALL PANELS STARTING FROM THIS POINT - DEMO, TO A 4" DEPTH BELOW PROPOSED GRADE EXISTING O CONCRETE PAVEMENT ILL TO BE REMOVED AND DISPOSED OF, REMOVE TO NEAREST SCORE JOINT bha 6551en' Inc, 4aO3 Innovation Dr. Ft, Golkn5, GO aO525 phone 910,223,1511 Landscape Architecture Planning Urban Design 7%1=77 Scale: 1 10' -0'' REMOVE D STORE RACKS FOR LATER REINSTALLATION LEGEND (TOTAL OF 3) EXISTING CONCRETE SIDEWALK TO REMAIN AND BE PROTECTED -EXISTING SIGN TO BE REMAIN AND BE PROTECTED, TYPICAL EXISTING CONCRETE PAVEMENT, CURBS, AND RAMPS TO BE REMOvED EXISTING ELECTRICAL✓AULT TO REMAIN AND BE PROTECTED EX15TING BRICK PAVERS TO BE REMOVED EXISTING FREE-STANDING CONCRETE WALL TO REMAIN AND BE PROTECTED UNLESS OTHERWISE NOTED EXISTING ASPHALT TO BE REMOvED DEMOLITION PLAN OLIVE ST. AND COLLEGE AVE. INTERSECTION �— LIMIT OF WORK 0 EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED GALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN IlET510 OR 534-6700 DENVER CALL 2 BUSINESS DAY5 IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES L1—DEMO.DWG C -1 27 LEGEND ti R11 v 51 " IDOL F LE ' 'ESCKiP"I ION DL 111 L 2EF LRLNCL 51 _E( 0_ BICYCLE RACK RE -INSTAL_ EXISTING BICYCLE RACKS O TRASH RECEPTACLE RE -INSTALL EXISTING !r! TRASH RECEPTICLE CJ CONTROL JOINT DETAIL 2, SHEET C-2 ❑ INTERLOCKING PAVERS, 71_�E 2 PAVER BAND, TYPE I PAVERS DRAINAGE INLET ® RELOCATED BOLLARD DETAIL 4, SHEET C-3 SIM SIMILAR PA PLANTING AREA TREE GRATE/TREE GRATE SUPPORT DETAIL 6, SHEET C-2 wV _ML X EXISTING WATER VALVE CONCRETE PAVEMENT DETAILS 1 a 2, SHEET C-2 O EXISTING MANHOLE EXISTING TRAFFIC/ SIGNAL LIGHT REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DL 1-II-I L REFERLNCL DETAIL 3, SHEET C-2 DETAIL 4, SHEET C-2 SHEET C-3, DETAIL 5 8 SHEET C-I O •,��iiiiiiiiiiiiiiiiiiiiiiiiiiiii::_iiii ♦.: Mill NONNI VC2 illlllllll■■1111111111111111111111""""IIIIIIIIIIIIIIIIII\:1\::111111111 22 cc cc ME am cc ♦�♦;1111111111111111111111111■■I111111111111111:11111 1111111111111111111111..•11111111 _ZZ no MIN-01113 l.._ no CC uo ■■■■__ uu■iioi nno ■__ t ■■ =aloi uno■:ucc = .■■■■■ r- .xo ■i mn■ cc _a■ ■i • cc 1 CC ■■am 111111111111111111.111 Ilalllllllll0111111■■111111111 q• �':..IIIIIIIIIIIIIIIIIIIIIINIJIIIIIIIIIIIIIII.11111■■Vlllllll __mmCap CC onsommoon l■■■■■■■■cc ZEN ,ME Ifflil CC • ., 'E, 1 ..... __ ? :a ilk. CC Cc Z_ MEN 'Now 1011MVIIE� umunuuuuocc nnunuluuunnmuinmunnuu..nrl■unsnuuwumuumuuumuuuunuuuunnumnnulounuuur.nuummu:li:luurnuuunumunuunuuuu■ ® ■■::n'/ rlllllll��llll_0�11111111111�'111111111111i1-.,1'.Fllllllllllllllllllllllllllllllllllllllll,lllllilllllllll\Illllll..,lllllllllllllllllllllllllllllllll,lllllplllllllll �llllllllllllllllllll�..:� zz cc ZC AND cc C 7■■■■B�R+� cc ■■■■'�' �■ {'cc ZZ ON on =��%■c�ni i■n iIi = PC 0 In ZZ zz r vl 000■. ::��. �■ of i o' .n-° am' icc cc NMI • • a■so■ ■r•��In ::za„��mnu••••mmu m■nmuun■ununnuuuuuunllllnuw�m�w oum rnl CC on no a, smog ME o■■■ , .u.■,.I,unnuuwmuunuuu■nuuumrrunumuuunrluun.nmuulullllllm:rm::uluunuuuuuuu uul�uuuuulnnuuuuuul.luululs • ��:i �° '•i,�� ens � __ ��?� �� •• '♦a::•._jai =n�� __ I• : �Non'. mn■ln_ ■�: _ i... o.!n�■■ n nnnuu■■� �i� _.'■p-;l!!' • 1 mammon common an no Ii �::N■■ ■.• ■■1 • M GNED BY: JT DRAWN BY: AC APPROVED BY: (/k. — SCALE: DATE: CHECKED BY: DATE: NA 4-27-00 . BAH 5/12/2000 design bha design, inc. 4803 Innovation Dr. Ft Collins, CO 80525 phone 970.223.7577 Landscape Architecture Planning Urban Design 7%1m 10, 20' Scale: I"= 10'-0" CALL UTiLIT1 NOTIFICATION CENTER OF COLOR,4D0 1-800-922-1987 IN OR 534-6700 DENveR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR -HE MARKING OF UNDERGROUND MEMBER UTILITIES LAYOUT AND PLANTING PLAN SHEET L-1 MOUNTAIN AVE. AND COLLEGE AVE. INTERSECTION NORTH CORNERS L2-LAYOUT.DWG c _1 27 r'1 1 4' I BOLLARD TO �— OUTSIDE RELOCATED OUTSIDE G-3 'OF PROPOSED FLATWORK EXISTING CONCRETE i ALIGN EDGE OF PAVER BAND WITH CORNER Or - EXISTING CURB, AS SHOWN B L— 3 I, 2 COLOR CONCRETE, SCORE I FFI\\ G-2 AS SHOWN \ ALIGN PAVER BAND,— \ WITH FACE \ OF EXISTING CONCRETE T I EGi: EQ .It EIn WALL, AS SHOWN FR Mountain Empire Hotel QPAVER BAND, ALIGN EDGE 2 WITH OUTSIDE EDGE OF II' CONC. TREE GRATE EXISTING STEPS 4 RAILING EXISTING GRATE :y Q in 4 1 BOLLARD G-3 TO BE RELOCATED r OUTSIDE OF PROPOSED r-- ----1 FLATWORK S1 ST L---- - -- ST - -- -- S1 - — EXI5TING CONCRETE EXISTING CURB AND GUTTER ALIGN PAVER SAND WITH FACE OF CONCRETE WALL AS SHOWN SUPPORTS AS SHOWN I m I 3 C-2 INTERLOCKING CONC. PAVERS, TYPICAL I 5 I 2' x 2' DRAIN INLET G-3 (3 LOCATIONS, THIS CORNER) n (SEE SHEET C-I, 2X2 CATCH BASIN DETAIL) j 4 — _J I y — / EXISTING FREE- STAND CONCRETE WALL, TYPk b RE -INSTALL c_2 TREE GRATE, TYP QALIGN EDGE OF PAVER 2 WITH EXISTING WALL AS 0r-2 RAMP TYPE I, TYPICAL DATE: 80% SET 10/29/00 REVISIONS: (S Uj INTERLOCKING CONCRETE PAVERS GRATE AS SHOWN e I000uCENTER IN WIDTH OF TREE MUM I -,--EXISTING CONCRETE WALL 9 44 6 CONCRETE TREE GRATE SUPPORT G 2 INTERLOCKING GONG. PAVERS AT INTERSECTION OF PAVER BANDS, TYPICAL RE -INSTALL 6IKE RACKS, TYPICAL------� I mm� I I L— i i i g PA - COLOR �> �ONCRE PskV€MENT/SCy0RE J -As sHou*/_ 7 �-- 2 ALIGN EDGE OF _- 'TYPICAL, EX�5TING < PAVER BAD-tI N2' BOTH DIRECTIONS CONCRETE �I FACIS,OFEXISTING WAL /WALL, TYP _ ST 45 SHOWN r LIMIT OF W R � ,' S % RAMP TYPE 1 RAMP TYPE_ I �= \ r iXISTING TRAFFIC SIGNAL/LIGHT \ 14 PROVIDE CONCRETE HEADER EXISTING TRAFFIC SIGNAL/LIGHTS // AROUND BASE AS SHOWN \ti AND MAN HOLE COVER /5< I > 3 PROVIDE INTERLOCKING PAVER // EXISTING TRAFFIC SIGNAL/LIGHT HEADER COURSE AROUND BASE/1s PROVIDE INTEIeLOCKING PAVER , ' AS SHOWN // HEADER COURSE AROUND BASE, AS SHOWN I w- N�1 CURB, SEE G-2 G-3 F/OR GRADE INFORMATION / 1 / I 2' ASPHALT PATCH, ACCORDING— , TO SPECIFICATIONS 'OLIs1 / I ; > s` EXISTING TRAFFIC SIGNAL/LIGHT,— // PROVIDE INTERLOCKING PAVER HEADER COURSE AROUND BASE, 3 / AS SHOWN / — -- / COLORED CONCRETE 1,2 PAVEMENT, SCORE G-2 InEXISTING TRAFFIC SIGNAL/LIGHT i = s J AS SHOWN PROVIDE CONCRETE HEADER AROUND BASE AS SHOWN I - - ST - -- 5T COLOIQED CONCRETE 0 PAVEMENT, SCORE AS SHOWN 111011 gin 110 so 10 ►aar U.I_LLL LIMIT OF O 2' TYPICAL CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION LIMIT OF WORK City of Fort Collins r 11 EQ ®MEN lull.nllunm...unn 11011 EWA 1--4- TYP (t UI M1 EXISTING CONCRETE I BOLLARD TO BE 4 RELOCATED OUTSIDE G-3 OF PROPOSED FLATWORK -ALIGN SCORE JOINTS AS SHOWN,TYP. I� I I - COLORED CONCRETE PAVEMENT, SCORE AS SHOWN Joe' s Fireside Cafe -INTERLOCKING GONG. PAVERS. Q G-2-2 -2' X 2' DRAIN INLET 5 (4 LOCATIONS, THIS CORNER) c-s (SEE SHEET C-I, 2X2 CATCH BASIN DETAIL) 3 INTERLOCKING CONIC. PAVERS AT INTERSECTION OF G-2 PAVER BANDS, TYPICAL n PAVER BAND, ALIGN EDGE WITH OUTSIDE EDGE OF GONG. TREE GRATE \ SUPPORTS AS SHOWN EXISTING CONCRETE <rCL La I BOLLARD TO T an , B BE RELOCATED OUTSIDE OF r v PROPOSED 4 FLATWORK VV C-3 I PA I RAMP TYPE 1 G-2 w- w- w w w-- w- w VE AVENUE IT OF WORK L1' I TYPICAL DESIGNED BY: DRAWN BY: APPROVED BY: JT AC SCALE: DATE: CHECKED BY: DATE: NA 4/27/00 BAH �511212000 C design bha design, inc. 4803 Innovation Dr. Ft. Collins, CO 80525 phone 970.223.7577 Landscape Architecture Planning Urban Deslgn 70 5' 10, 20' Scale: I"= 10'-0" GALL UTILITY NOTIFICATION CENTER OF COLORADO 1-8W-922-1987 IN I'l OR 534-67W [DENVE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES dig RE -INSTALL 2 BIKE RACKS PA LEGEND /�/ - - s- rBOL I-E^I DEscRIPTION DE T A;_ REFERENCE "---� BICC) LE RACK RE -INSTALL EXISTING �w BICYCLE RACKS EXISTING TRASH RECEPTACLE RE -INSTALL EXISTING w `ELI=Gi'%7CALwVAULT w w TRASH RECEPTICLES C� CONTROL JOINT DETAIL 2, SHEET C-2 ALIGN PAVER BAND WITH FACE OF CONCRETE WALL AS SHOWN RELOCATED BOLLARD DETAIL 4, SHEET C-3 EXISTING CURB AND GUTTER Fa TREE GRATE/TREE GRATE SUPPORT DETAIL ro, SHEET C-2 RE -INSTALL 6 TREE GRATE, TYP C-2 CONCRETE PAVEMENT DETAILS 1 8 2, SHEET C-2 INTERLOCKING FlAvER5, TYPE 2 DETAIL 3, SHEET C-2 L PAVER BAND, TYPE I PAVERS DETAIL 4, SHEET C-2 DRAINAGE INLET DETAIL 5, SHEET C-2 AND SHEET C-I SIM SIMILAR PA PLANTING AREA wV N EXISTING WATER VALVE O EXISTING MANHOLE l EXISTING TRAFFIC/ SIGNAL LIGHT LAYOUT AND PLANTING PLAN 3"IrL OLIVE ST. AND COLLEGE AVE. INTERSECTION L- 2 L2-LAYOUT.DWG C -1 276 � LL REMOVE gXIST INLET SINGLE NO. 16 INLET .0 1{ E ETn8.6 04 A //E)94010i REMOVE AND REP/CCE (SEE ETAS), // E / 1 1 I I CEN - /// i N 1 1 15.88. E1 REMOVE ANDR�E/ 911{ CURB B4GUTI i -- I CEI E 9.C: 79.0 tip � 4 �1',A ZE IN Y�GRA&6 N16r6 9 8 .3 it r ;4� L=4979. 7�� 18' i INV Lt 77�1 E 9 f 5� � SS rn 0 N .r• „ww1� oil 11 9■1�111111311111111111 �l111111111 rw e�iil� • •� OI ERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK AND TO COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES AND COORDINATE CONSTRUCTION WITH UTILITY OWNERS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH PROGRESS OF THE WORK. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, AND SURFACE PAVING, NOT TO BE REMOVED FOR THE PROJECT, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, AND SURFACE PAVING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT HIS EXPENSE. Ovo� jy�� x 0 10 20 Scale: 1 "=10' NOTE: REMOVE EXIST. STORM DRAIN 178.80 PIPE AND INLETS AS REQUIRED o" I 2' X 2' CATCH BASIN W/ mm#'�.-;�� CLOSED MESH GRATE (TYP.) �i' lT� -- -- �`175-------- -78.422 -- - \� 2Q i - 1 78.24 4. I LEGEND • E 1 9% FLOW DIRECTION ARROW AND SLOPE X 88.76 PROPOSED SPOT ELEVATION SIDEWALK SWALE INVERT AND SLOPE SIDEWALK INLET o- STORM SEWER PIPE MANHOLE STREET INLET ASPHALT/CONCRETE PATCF CURB AND GUTTER TO BE REMOVED AND REPLACED LIMIT OF WORK LINE ffjj i J h ,LL I CEN R OF _ ET B X a CENTE OF It OX rn c�i N 1. 1069.7 N N 131169.513 12 1946. ® N 131064.93 78.21 1 .� 3.0 LF 18 900 P C ®1.09• E 194880.05 REMOVE AND REPLACE SURFACE PAVERS AS REQUIRED �� B N W " _._ `'W I 1 -7 c: IN - 1 -. TCH E GRATE EL=78.43-' GRATE EL 78J 5' - 8" - � EXISTING " 3.3' 1 % IN 7 .90 IN iN=7 .67 A �T nw __. .- ---. _ --- - - -: i NECT EXIST d2CP I I ��/ YYY WV - ', > 0 INLET BOX �� / . °° o I i_ - - - W-T �----�- W --- __. - w - - __ - -- --- EEC I 27 _ •I E E" r re X _ Effie 94882.4 -.-� I 1 / O 1' ELECTRIC METER �-� 111 -OVE AND REPLACE Qv m DE- - "- __- __.. _ ....___. t �l �L- 8 0 E 6� EXISTING BRICK STORM SEWER _ AN 0 IST� A��L.�j�E'1 �� ' I�/�/�/ / T�.�NLET // �� OVE G �,(T EC 4 8 / RIM EL=4978.23 ��`�'/ / / '%/� -4 8 36"X 24" (APPROX.) ii t l J� 7 .67� VE " U URE Xi OE� /��,��.0�y'/¢L II� / l'.V717 " IN X= 6 4R A�." �� " / �� i� U 36" RCP i 7 4 7- %0� ._. _ �5�� ..----� SD ----..-_....._._--- SU INV EL=4969.84 D INV EL=4969.81 -__ SD - -- - - SD - 131 E,,'19 .2� I_✓T � � .-/ I I .LM11/7M%�E "/',E N �/ � NOTE: CONTRACTOR SHALL BE AWARE THAT 1HE I I I \// 9 4' // �` / :� EXISTING STORM SEWER IN MOUNTAIN AVE. (-��T ��•`�� IS "VERY OLD AND CONSISTS OF BRICK AND '� 11 " m. �\ -----j- - MORTAR APPROXIMATELY 36" HIGH BY 24" & W WIDE (LD.). ss m w � Z APPROX. LIMITS OF EXIST. ASPHALT AND CONCRETE STREET SECTION REMOVAL (PAVEMENT REPLACED BY OTHERS) R9 Sf Z YE "9 WYE 9v" WYE 12_" INV EL=4968.21 68�� INV EL 4968.19 - WYE 9 " - - --- -- SS --- ss s - ss---ass----ss - SS - - -ss ss-- SS--ss---ss-ss SS ss s ss -- SS = - ss --ss- ss----- SS ss s ss------ SS --ss ss ss ss ss "S _ss ss _ss� s SS __, � ... 3 3 WYE 3 VTA-�_' E RIM EL=4978-19 3 L� I MH 31 No I n N " i m " I � m ___ __-----_ i I m (n (L REVISNS: DATE:I Ow v IO ENGINEERING, INC. 7 OB-B South Alton Way, Englewood, CO 80112-21 6 Phone (303) 221-0802 / Fax (303) 221-4019 CITY OF FORT COLLINS, COLORADO UTILITIES GNED BY KDB SCALE: 1" = 10' DRAWN BY: KDB DATE: 04-00 N I m I of " ad a w I u w D w (n tr] > U Z ( I o I n m o � U ' m I i ,APPROVED BY: 4147-� / CHECKED BY: DATE: DJW 05-12-00 GRADING PLAN sHEL MOUNTAIN AVE. AND COLLEGE AVE. INTERSECTION NORTHEAST CORNER G-1 216 ae:<NORTH 0 10 20 ism iim OW Scale: 1 "1 0' GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK AND TO COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES AND COORDINATE CONSTRUCTION WITH UTILITY OWNERS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH PROGRESS OF THE WORK. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS. FF-4989.95 �I II I MATCH I GRADES I FF4990.39 I`} II - I I • . I FF4990.43 1 3 89.15 1 5. CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, AND SURFACE PAVING, NOT TO BE REMOVED FOR I [- TE. qL=IPg. 81 2 _-N'1100 THE PROJECT, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, AND SURFACE �kh _ PAVING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT HIS EXPENSE. • It (9 I__ 00 O O O CE) 0-) 0-) (7) v It V ym -It V I I 11 \ I \ 3 / \ FF4989.14 \ 1.9% FLOW DIRECTION ARROW AND SLOPE / 3 MATCH EXISTING x88.76 PROPOSED SPOT ELEVATION ~\ INSTALL NEW '0 MANHOLE GRADES _ _ 2A% _ SIDEWALK SWALE INVERT INV E (NEW 1 " RCP)-84.00 -� AND SLOPE / REMOVE AND REPLACE EXISTING INV EXIST. 18" STM. SEW. 80. / ASPHALT AND CONCRETE TO T ! / NEAREST CONCRETE JOINT. �\ -ADJUST EXIST. WATER VALVE i RIM AND COVER TO MATCH FINAL :)./ GRADE (TYPICAL) ��-y= / - - SIDEWALK INLET i / ,(/ /, GRA 1E P8.76 STORM SEWER PIPE /V / 46 5 \ /j . / TER BOX o INV U7=84 1, � 134 1 .76 j = I MANHOLE EREJ� STREET INLET .8-3 --0 2' 2' PRE - / 1 89.20 ASPHALT/CONCRETE PATCH rn /� 19.9 ¢RA E EL= - - XI .09 FF= 4989,24 T BOX INV UT=84 _I / V-g4 I 89.21 CURB AND GUTTER TO BE 10. 4 ® REMOVED AND REPLACED f / Ch _ LIMIT OF WORK LINE 89.22 3 1 y �i$9,/'l'j�i'rJ ' "• w� niiiiiii 1 c r•ci.. - xx N =�gggqxl onset x. sl �IIIIN111101111M1111111�g11xp�IW11N11.IN111111MINWHR ■■■■■N■■NI_ igiii9l/1 -H 11,, p : � • 11 I' 1 !i 1 1111= C' =MNN■N■■fir! 1 1 Ii1g11g1�1i�Y11 •3•3�,x■_�■ Igllu Ilxl 111111111F11 i'-•.'--rNt nN��,�Nll�nr111N qq.q., 1gl1111111"■qll T= Il.,i■�'� _ :' ' • � •� YIII Ig11W1 A 1��'�� uu 1111: mm�m;IrcommminnnnYn::=:Muni:::=:: •••!!!••'°n"'•""`N"•NI ' I •n"6 � V rYq 11 IIIIIIIII IItk1111Nlllllllg111111 'r iiMnlgl 1 DBL. N0. 16 COMB. INLET FL EL.=4989.40 MATCH EXISTING INV. OUT=86.00 GRADES- RATE' N 130022.94 V IN= 5.71 E 194637.89 REMOVE AND REPLACE EXISTING 7' CONCRETE SIDEWALK TO LIMITS WV SHOWN. TRANSITION TO EXISTING. - -- ---- ST - I��X� - - TRAP TO 89.57 NSIT _-- ST - - S1 CONNECT EXIST. 10" S - - ---- Sl_-- ---- STORM SEWER TO NEW INLET. - _ - _ _ (PROVIDE BEND W/CONC. 2' ASPHALT AND - _ COLLAR AND 4BDITIONAE - -O9NCRE�'PATC 4990- TO - - - -DIRE - - - ,ny EXIST. POUIRIPE TO TRANSITION TO CENTER OF INLET WALL) EXIST. C&G TV,, 0 L I V F SK Ix111LL:111= 1141 111111111111111■l■Mlr Ir�l'lllilllllglilillb 11�1�11��1111 NIIIIIIII flll'1111Nr11 • 111 IlHllllllt �,'t,■�I ■■■.■■.1gq.■.■.�I Em No NNggN■■■■■1 � I ■NNW■1 ._ i■:::::::::i ::�Kt otonoN■1 N- roN■N■vl q■ � InNNNI,n •• RIM EL.-4990.41 INV. IN ': INV. IN 9: INV. IN •: •• OUT ••: r l 9.1 (FIE % - S\ 88.7 F L ,f,l 1 - - - MATCH EXISTING ( ) = NLET BO RADES l .� - ..- - E EXIST. 12" STORM Sl - L- S / / ` a i ' - _.I E 194I834.6 _ \ R NEW S�AN�.1.oL� �- / J'` c' - - IRATE L=88 Wv im V STUB OUT 7.5' 0F/ + 88,/M --- M - - - 1006 -(Tio ] M _- - M - \ J✓ J .. po1S a - 1 / (TOC $ 91 / CAP PIPE \ MH HP 8.70 (TOC \ / MATCH EXISTING 7� ( ) :I - EMOVE EXIST. MANHOLE GRADES ` / RIM �L��988.94 HP 8�.20 FL / I STALL NEW 4'0 MH NV. IN (NE)=49'82,85 96515T(FL) / 1 I V. IN (NW)=4985.29 S INV. IN (SE)=4981.04 I 3 I V. IN (N)=4985.32 _ _�� W I V. OUT SE=4983.0 / INV. IN (SW)=4981.04 \ 1�1-� 89.37 (FL) 8912 FL �58 (TOC)- ( ) REMOW AND REPEiyE .� ( ) 89.12 (FL) -- 130026.23 / INV. IN (W)=4980.89 EXIST. Ilk" CURB A D GUTTER. V.1 \ 194704.34 MATCH E ST. FLO INE. / NV. OUT (N)=4980.84 .._. REMO E AND REPLACE S(SEE DETAI ON SH ET C-3) EXIST CURB AND GUTTER.-- MATC EXIST. FLOWLINE. (SEE ETAIL) W W W W W W W W 3 / \\� 1198 n ei 3 3 REVISIONS: DATE: v I I C 0� � CITY OF FORT COLLINS, COLORADO ENGINEERING, INC ...__ 7 08-B South Alton Way, Englewood, CO 80112-2, 6 UTILITIES Phone (303) 221-0802 / Fax (303) 221-4019 � I / 1 i / I \ / I v / I \ 3 I MATCH EXISTINGGRADES - SEXISTING 1 \ ,I I � DESIGNED BY: DRAWN BY: KDB KDB SCALE: DATE: 1 " = 10' 04- 00 APPROVED BY: 64 CHECKED BY: DATE: I DJW 05-12- 00 I \ \ \ \ I :J \ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 800 922-1987 IN OR 5 3 4- 6 7 0 ENVERRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES GRADING PLAN OLIVE ST. AND COLLEGE AVE. INTERSECTION NORTH CORNERS SHLL1 G®2 C-1 27 6 �.r FINISHED GRADE r 16" MAX z x � a o 00 MI 4 a w 0 w J D3 Q Ft Q 7 8" MIN 24" RING & COVER CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT 1 \ ASTM C-478 ECCENTRIC CONE ANHOLE STEPS 12" O.C. GROUT SHIPLAP JOINT INSIDE AND OUT 8„ ASTM C-478 MANHOLE SECTIONS SEE NOTES GROUT BASE TO CONE INSIDE AND OUT 18" MAX SLOPE "AFT 4- —� 2n _ POURED CONCRETE BASE WWI n T .1111111111 , POURED INVERT NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE MIN. MH DIA. 24" OR LESS 48" 27" TO 42" (INCL) 60" 6" OVER 42" 72" 8 MIN ALTERNATE BASE VISIONS: L IVIIIV PRECAST MANHOLE BASE STANDARD MANHOLE DETAIL N.T.S. z-r •-r I I 2-1' 01A.J PLAN VIEW a I (tYPIC� I a' SECTION A —A r NOTES: 1. DESIGNED FOR AASHTO HS-20 LOADING. 2, DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83. JOINT DETAIL N.T.S. tr.tr.Y N L END VIEW TYPICAL ALL Wn 02 r1r r NOTE I. FOR PAYMENT PURPOSES, INLET STRUCTURES SHALL ALSO INCLUDE 2'-0" CURB AND GUTTER TRANSITION SECTION AT EACH END OF INLET, PLUS SIDEWALK SECTIONS WHERE REQUIRED, BEHIND INLET STRUCTURE AND TRANSTION SECTIONS. 2. FLOOR SLOPE MAY BE POURED MONOLITHIC WITH BASE. 3. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR OTHERWISE APPROVED, ALL /16 INLETS SHALL BE CONSTRUCTED WITH AN ADJUSTABLE C.I. CURB BOX, USE NEENAH R-3362-1 CURB INLET FRAME WITH R-3362-L GRATE OR APPROVED EQUAL. 4. DESIGN CONDITIONS FOR INLET ALLOWS DEPTHS OF 6' (MAX.). FOR INLETS MORE THAN 6 FEET IN DEPTH, SHOP DRAWINGS AND DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL. 5. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60 DEFORMED BARS. DIAMETER OF BEND MEASURED ON THE INSIDE OF THE BAR SHALL BE A MINIMUM OF 6 BAR DIAMETER. 6. ALL WORK SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, FIFTEENTH EDITION, 1992. 7. CONCRETE SHALL BE CDOT CLASS D WITH A 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI. & SUB -GRADE SHALL BE A GRADATION EOUAL TO CLASS B BEDDING COMPACTED TO 95 x MAXIMUM DRY DENSITY. AASHTO DESIGNATION T-180. 9. NO FORMWORK SHALL REMAIN INSIDE STRUCTURE WHEN COMPLETE. 10. SUB -GRADE SHALL BE SHAPED UNDISTURBED MATERIAL OR OVEREXCAVATED AND BACKFILLED WITH CLASS B BEDDING METERIAL, COMPACTED PER CITY SPECIFICATIONS. 11. SPLICING OF REINFORCING STEEL SHALL BE PERMITTED ONLY WHERE DETAILED IN DRAWINGS. 12. INLET WALLS SHALL BE FORMED BOTH INSIDE AND OUTSIDE CASTING OF SIDEWALLS AGAINST EARTH IS NOT PERMITTED. 13. LEAN CONCRETE FILL TO BE I'C 2000 PSI ■P107-7M- 117MMM �9•'•S.577'S61iMSM!'i) C:•3i3•S�37OmiiT7 CliiQ]gfF;l C:�ICYII•iZI.7[IQd11BIFD • •r •�' BMA �':•P'�III�11� ,. • • . FIQl18FIi7 •. •..• �11EY3F7 TYPICAL PRECAST 2' X 2' CATCH BASIN DETAIL N.T.S. DATE: I I C 014 ENGINEERING, INC. 71Oo-87aAh f IIIm W%y &#M*o4 C08=-&m r+e>e (708, moeoe � Fez (BO» ta,Dly / G4r-" GRAM %RM04 NOTE: CITY SHALL DESIGNATE THE TYPE OF 24"X 24" FRAME AND GRATE TO BE USE. CITY OF FORT COLLINS, COLORADO UTILITIES c TRENCH BACXFRL, HAND TAMPED IN 6 LIFTS -- -- COMPACTED GRANULAR MATERIAL AS SHOWN LIMITS OF GRANULAR BEDDING FOR RCP STORM SEWER 3'-10" mbedment A both ends 2" I _ SEC IIL MET DETAIL ET WALL PENETRATION NO. 16 INLET DETAIL .Doi•. .•. iQo/•. r" 1 1 r• �I�w%��I��1I" 1 r- 1A,�r I • •- •-11 • :�i•��i. .ia ems, COOT SIE1.E aiF L67 TOTAL PERCENT PASSING BY WEIGHT 1 INCH 100 3/41N04 90-100 3/81NCH 2O-55 NO. 4 0-10 NO. 8 0-5 .1; *4�• -.+ . STANDARD TRENCH DETAILS N.T.S. DESIGNED BY: DRAWN BY: KDB KDB SCALE: DATE: SEE ABOVE 04-00 APPROVED BY: ao(�� CHECKED BY: DATE: DJW �3" grout rodlue Adj. Curb Box " Hex Nut- 4" 61I - 5/. "v7" Bolt Curb Box Frame —'(S-716) Trim curb frame flange as required M W5x 16 W Shape Curb Box to be set (Galvanized) lower for Conbo. Curb, Gutter and Sidewalk. PLACEMENT OF ADJ. CURB ----,�DETAIL BOX ON SUPPORT RAIL (TYP.) D II No. 16 Frame ,I ($-716) -f RPnl IT Saw out Plpe Parallel /�to Inner wall Invert out t Lean concrete fill --------- Contractor to notch and block out mound I I'i ;mo,� opening and W5X 16 W Shape non -shrink grout. (Galvanized) Trim grate frame flange as required FRAME PLACEMENT @DLETAILON SUPPORT RAIL (TYP.) 1 = I' 1'-6" 'If 6�• 1 µ HmIz.J — Bar -1 g k Turn Bar Into Plane of Curb Bo. Beam µ TYPICAL CORNER CURB BOX BEAM DETAIL REBAR PLACEMENT DETAIL ANCHOR BAR (TYP.) 1/2' 1' 1/2' C I TRENCH BACKFILL, HAND TAMPED IN 6' LIFTS I' MIN. COMPACTED GRANULAR MATERIAL AS SHOWN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN OR 534-6700 DENVER METRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CONSTRUCTION DETAILS COLLEGE AVENUE SIDEWALK IMPROVEMENTS EET C-I C -1 276