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Home My WebLink AboutLARIMER COUNTY CANAL NUMBER 2 AT MULBERRY - Filed BC-BRIDGES & CULVERTS - 2009-04-07MATCH EXISTING SIDEWALK AND TOP BACK OF CURB STA: 0+00.00 \ N 1455343.27 E 3110235.91 3 i 3 i S ry L1 -��- Stl9 V U WALK EXISTING SANITARY SEWER TOP OF PIPE ELEV.= 5039.673 PC=0+10.00 o- EX. SY9 REMOVE 20.15' EXISTING SIDEWALK CURB REMAINS (BY OTHERS) -- C=0+17.19 CONCRETE APPRO/ TRANSITION FROM WALK TO 8' WALK (BY OTHERS) PT= 0+24.72 EXISTING GAS LINE EXPOSED OVER CANAL VERIFY LOCATION EX. WING WALL TO REMAIN EX. TELE PHONE I CONDUIT TO REMAIN EX. HRUBS TO Ny. �E RIGHT OF WAY7 BE MOVED PT=0+1 i.65 h , 1IEX STONE PATH EXISTING DRIVEWAY----) EXISTING LANDSI,CAPE WALLS_ EXISTING FENCE SOLID DOUBLE YELLOW PE TO REMAIN EX. DASHED WHITE STRIPE TO REMAIN a MATCH EXISTING Dz SIDEWALK AND TOP BACK OF CURB II �U c Z STA: 0+96.55 EX. SOLID WHITE n N 1455296.26 STRIPE TO REMAIN / E 3110314.82 - - - - - - -EX. CURB & yc/ TTER 0 T REMAIN GU _- 731 _ 3 �L5 0+96.0+40 EX 6.0' WALK Q3 I 8.0' 0� - - -sv-)--- say svo�- I LINE TABLE CURVE Cl C2 C3 RADIUS 6.00 8.00 8.00 CURVE TABLE LENGTH TANGENT CHORD 5.65 3.05 5.44 7.53 4.07 7.25 6.28 3.31 6.12 CH BEARING N32'15'19"W S32'15'19"E S81'43'08"E DELTA 53'55'38" 53.55'38" 45'00'00" LINE LENGTH BEARING L1 10.00 S59'13'08"E L2 1.54 S05'17'31"E L3 46.00 S59'13'08"E L4 3.27 N75'46'52"E C4 8.00 6.28 3.31 6.12 N81-43'08"W 45'00'00" L5 10.00 S59'13'08"E REMOVE 31.17' EXISTING SIDEWALK CURB REMAINS (BY OTHERS) MULBERRY AVENUE EX. BRIDGE AND HEADWALL TOP OF OPENING=5042.63 TO REMAIN CONCRETE APPROACH TRANSITION FROM 8' WALK TO 6' WALK (BY OTHERS) EXISTING SANITARY SEWER TOP OF PIPE ELEV.= w _ EX. WING WALL --- TOitFMAIN--- - �asrss -4- �OS� !S "]ILA PC=0+80.27 < Oy " \ v \ S v A �. \ (� LIMITS OF SURVEY. STA: 0+27.72 TO STA: 0+67.72 40' LONG x 8' HIDE PEDESTRIAN BRIDGE CROSSING PLAN 0 y LOCAL CONTROL POUTS 1. CP-CITY LAKE 2. CP-RP MAG PK NAIL IN WALK MAG NAIL IN WALK ELEV.= 5045.44 ELEV.= 5046.39 N= 1,455,395.56 N= 1,455,443.99 E= 3.110,331.84 E= 3,110,226.73 APPROX. LOCATION APPROX. LOCATION 124t' NORTH 173t' NORTH 53t' EAST 52t' WEST _ ,y 0 - 5048 o U m g __ _ _. _ n tu� _. _ �� ®: CU - _.. 1 �_. � ® n _ _-_ _ -PROPOSED OF z rc ➢ + z.o n ._. .... ;o _..- o yr L6_.. .. Zo I N.. ... _. ECK 0 CE TERLINE::: wF. j.. o .....� ._.- ..... __. _.._ .:_ II It _. .. _. --, WOW _._ . a_0_ Q. O .. _... X Wq aso a_ _ -... Z wXtL ...-. ._. a5 $_. . -w ._. _... . __-... .. __..... __,.... . _. ..__ ... - _. _. MS 5 __ _ - _.. r, 5046 Ma 4 _ { 010x _ _ � 5045 _ U } \ - _ -• -" E!(1STIMG __- - - -- _ - GROUND 5044 _. - + �-IR - AI _. - - -- - s 5043 F - n, I : I _ r _ fi _ . .. _. - ...-._ ._- I -- _ -- 5041 .-------- - _ _- -_ _ _t _ 5040 t II.: - - - -- -- -6 5039 _ - - -CL -- - CD.__....._.._ CR SSt C, PR FL -- - 0 5038 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1 XISTING LANDSCAPE IMBERS TO REMAIN FENCE TO CALL UTILITY NOTIFICATION CENTER OF COLORAD❑ H00=922ml987 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LARIMER COUNTY CANAL No. 2 PLAN APPROVAL APPROVED: 10 5 0 10 20 SCALE; 1" = 10' PROJECT NOTES: 1. THE BRIDGE SHALL BE 40.0' LONG, HAVE BICYCLE SAFE RAILS AND A 8.0' WIDTH (CLEAR BETWEEN THE RAILS). THE COMPLETED ABUTMENTS SHALL BE MEASURED TO VERIFY LENGTH AND DECK THICKNESS PRIOR TO BRIDGE FABRICATION. THE BRIDGE SHALL BE PRE-ENGINEERED & MEET THE PROJECT SPECIFICATIONS. 2. EROSION CONTROL SHALL INCLUDE SILT FENCE ON THE SOUTH SIDE OF THE CONSTRUCTION ALONG THE IRRIGATION DITCH BANKS. 3. THE IRRIGATION DITCH SHALL BE KEPT FREE OF DEBRIS IN THE CONSTRUCTION AREA. 4. ALL DISTURBED AREAS SHALL HAVE 4" OF TOPSOIL REPLACED AND BE SEEDED PER CITY STANDARDS. EROSION CONTROL SHALL REMAIN UNTIL SEED IS ESTABLISHED. 5. IF THE DITCH BANKS ARE DISTURBED DURING ABUTMENT CONSTRUCTION, THEY SHALL BE RECONSTRUCTED TO A CONDITION BET TER THAN EXISTING CONDITION. THE SIDE SLOPES OF THE DITCH SHALL BE REPLACED WITH A MINIMUM OF 12" OF CLAY TO PREVENT SEEPAGE FROM THE DITCH. 6. PAVEMENT CUTTING, REMOVAL AND REPLACEMENT SHALL MEET CITY STANDARDS. 7. SIDEWALKS SHALL BE 6" THICK. 8. UTILITY RELOCATIONS SHALL OCCUR PRIOR TO CONSTRUCTION. 9. BENCHMARK: ALL ELEVATIONS SHOWN ARE BASED ON AN ELEVATION TAKEN FROM FORT COLLINS BENCHMARK 1-03, 2" ALUMINUM CAP IN HEADWALL ON WEST SIDE OF DITCH WEST OF BRYAN AVENUE ON NORTH SIDE OF MULBERRY STREET. ELEVATION= 5046.12 (UNADJUSTED 1929 DATUM) 10. EXISTING CURB & STRUCTURE SHALL BE PROTECTED IN PLACE. 11. ALL WORK RELATING TO REMOVAL OF EXISTING SIDEWALKS AND CONSTRUCTION OF NEW CONCRETE APPROACHES SHALL BE PERFORMED BY OTHERS, UNLESS OTHERWISE NOTED. 12. REFER TO SHEET 6 FOR BRIDGE FOUNDATION DETAILS. General Notes Title Date 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Lorimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. 3. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. including, but for all aspects of safety Contractor shall be responsible 4. The 9� P not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 5. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Designer and the Local Entity Engineer immediately. 6. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractor's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements 7. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay -down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 8. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 9. At all times during construction, the Contractor shall be responsible for preventing and controlling on -site erosion due to wind and runoff, as well as vehicle tracking. "�: IUi, DasM,ct WlwW nlll, , ft nt W Y,twrnln L Z ATTACHED SIDEWALK DETAIL _' R LB' I YN TIRO(I�SS ^ja WEAKENED PLANE JOINT 1' , 6.0 V¢ Ts Q 0 nmww �o,wccrrt m VMLTS OTNER IXISTRiG STRUCnRx:s. EXPANSION JOINT SIDEWALK DETAIL IARDIER COUNTY CONSTRUCTION REVISION NO: 1 DRAIWMMG URBAN AREA DRAWINGS DATE: 03/02 01 1602 STREET STANDARDS / C LQ O (0 0000 cc:- U O 200O CQ (0 ._ 00 E OOP O t=MOo Q v 0)U) [1 1 _ (/� -O C (v p CC_ O ca O' § n I i O FI O LL o O � � O D_ N Q o U) o o to 0 0 N O Z 0 0 W Z Z �DQ_J-1 m O WV 00 Z>�- Q LL Z O �0�0 QO Q W L W m a U a `0 L G a J SHEET 2 Job No. 203-04 QQ `' -' Ti D