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Home My WebLink AboutNEW MERCER CANAL EAST AT LAPORTE AVENUE - Filed BC-BRIDGES & CULVERTS - 2009-04-07\ CP-PULL OFF L #4 REBAR W/ 2° ALUM. CAP ELEV.=5O58.10 � N= 1,458'142.47 N E= 3,108,632.69 SAWCUTAND REMOVE PAY[M[NT|N SHADED AREA INSTALL STANDARD ASPHALT PATCH BETWEEN NEW CURB' AND SAWCVTUN[. (BY OTHERS) INSTALL 1��1LFOf CURB AND GUTTER URB [X��H|T[5TR|P (BY OTHERS) (BY OTHERS) ` ^ / «�'�-~^~~=`T � .` 1458092"^" `-----^-^-^^ - / .x00-^/ � o/onv�PC = 0/+1O BEGIN CONSTRUCTION / \ SfA 0+16 TO v-// / '�``. ' �� ---` Rn;*T O� 00\Y-/ | , . / mnawsnmw ROM ^- pV/^ +/ / \ ` / / o-� / � ' CpNCRET[ A ACH (BY OTHERS) INSTALL 22 LF OF HAND RAIL / ON SOUTH 3|OE 0FYYAUK�-/ / (8Y OTHERS) LIMITS OF F EX GRAVES SOUTH OF THIS UN[ GRANDVIEW CEMETERY ' --- 5062 LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE RADIUS ��TANGENT CHOR�. I1 �BE A R �G DELTA [X. DASHED WHITE \ 2^ CURB CUT AND O LF OF 2' \ YND[ CONCRETE CHANNEL � x��ovs EX 4' PIPE. / ` � � � (BYUTHER5) � EX.BRIDGE AND HEADWALL TO REMAIW,/ CROSSING PLAN 45 SF OF TYPE L P:E L All Tn OVE EX. POST EX RIPRAP TO PT - 0+28.00 REMAIN INSTALL JUJ LF OF r-CURB AND GUTTER. (BY OTHERS) ---T--------------�------- RIAM *_OF _EX GUTTER AND WALK. /8YOTHERS) oAWCUTAND IR[Movs PAVEMENT IN � |mx|wLL STANDARD � - BETWEEN N[VV CURD CONCR�TE APPROACHAN^ ASPHALT #T / LINE. (8Y OTHERS) //(BY OTHERS) -LONG"xV WIDE, PEDESTRIAN BRIDGE � 5061 r-PROPOSED DP OF W ta 00 Zo in 5057 5056 QJ EXISTING 5055 cu 5052 Z 0+00 0.20 0r40 u+ou 0f80 1f00 1f20 108782 Ls *ANSITTON FROM 6P TO EX. WALK CALL UTILITY NOTIFICATION CENTER OF COLORADO N=��N�m��N�� m��0 CALLJ= 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, PROJECT NOTES: 10 5 0 10 20 SCALE: 1^ = 10' 1. THE BRIDGE SHALL BE3D0' LONG, HAVE BICYCLE SAFE RAILS AND A�0- WIDTH (CLEAR BETWEEN THE RAILS). THE COMPLETED ABUTMENTS SHALL BE MEASURED TO VERIFY LENGTH AND DECK THICKNESS PRIOR TO THE BRIDGE FABRICATION. THE D0DC[ SHALL BE PRE-ENGINEERED AND MEET THE PROJECT SPECIFICATION. 2. EROSION CONTROL SHALL INCLUDE SILT FENCE ON THE SOUTH 50[ OF THE CONSTRUCTION (BETWEEN THE WALK AND CEMETERY) AND ALONG THE DITCH BANKS. 3. THE IRRIGATION DITCH SHALL BE KEPT FREE OF DEBRIS IN THE CON5TRUCT10N 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 BETTER THAN EX|5llNC CONDITION. THE SIDE SLOPES OF THE DITCH SHALL BE REPLACED 00TM A MINIMUM OF 12" OF CLAY TO PREVENT SEEPAGE FROM THE DITCH. 8. ASPHALT CUTTING, REMOVAL AND REPLACEMENT SHALL MEET CITY STANDARDS. 7. HAND RAILS SHALL BE EMBEDDED IN THE SIDEWALK. THIS WORK TO BE COMPLETED BY OTHERS. O. SIDEWALKS SHALL BE h° THICK. 9. CONTRACTOR SHALL CONTACT THE CEMETERY MANAGER AFTER THE PROPOSED IMPROVEMENTS ARE STAKED AND PRIOR TO EXCAVATION TO VERIFY THAT THE PROPOSED EXCAVATION WILL NOT INTERFERE NTH ANY EXISTING GRAVES. YV. GRAVE SITES SHALL BE RESPECTED AT ALL llM[5. NO EQUIPMENT WILL BE ALLOWED TO TRAVEL THROUGH THE CEMETERY. NV DISTURBANCE, STAGING. STORAGE, ETC. IS ALLOWED ON EXISTING GRAVES OR WALKWAYS WITHIN THE CEMETERY. 11. THE CITY WILL CONTRACT FOR THE REQUIRED TREE REMOVAL 12. BENCHMARK: ALL ELEVATIONS SHOWN ARE D83[D ON AN ELEVATION TAKEN FROM FORT COLLINS BENCHMARK 32-97^ 2° ALUMINUM CAP IN NORTH ENO OF CONCRETE HEADWALL ATSOUTHEAST CORNER OF TAFTHILL ROAD AND LA PURTE AVENUE. [LEY8llUM= 5059.00 (UNADJUSTED 1928 DATUM) 13. ALL WORK R[L8llNS TO THE REMOVAL AND REPLACEMENT OF EXISTING CONCRETE AND ASPHALT PAVEMENT INCLUDING CONCRETE APPROACHES SHALL BE PERFORMED BY 0THERS, UNLESS OTHERWISE NOTED. 14. REFER TO SHEET 6 FOR BRIDGE FOUNDATION DETAILS General Notes NEW MERCER CANAL DITCH COMPANY PLAN APPROVAL APPROVED: Duto Title 1.All materials, workmanship, and construction o/public improvements nhoU meet orexceed the standards and specifications set forth inthe Lorimer County Urban Area Street Standards and applicable state and federal regulations. Where there ioconflict between these plans and the specifications, vrany applicable stondvnJo.thomootr*ntriohvvntondnrdohoUopp|yA|work shall boinspected and approved bythe Local Entity. 2.The type, size, location and number ofall known underground utilities are approximate when shown onthe drawings. |\ shall hothe responsibility o/the Contractor toverify the existence and location ofall underground utl|iUns along the route of the work hohno commencing new construction. J|foconflict exists between existing and proposed utilities and/or odesign modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modi#ooUon(n)must brapproved bythe Local Entity prior to beginning construction. 4.The Contractor shall heresponsible for all aspects ofsafety including, but not limited to, excavation, trenching, shoring, traffic control, and Refer toOSHA Publication 222O.Excavating and Trenching. security. 5. If, during the construction process, conditions are encountered which could indicate u situation that is not identified in the plans or specifications, the contractor shall contact the Designer and the Local Entity Engineer inmodinto|y. 5.Damaged curb, gutter and sidewalk existing prior toconstruction, oswell as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping. structures, and improvements destroyed, damaged orremoved due tv 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 ofcompleted improvements. 7.When nnexisting asphalt street must bncut, the street must herestored toncondition equal toorbetter than its original condition. The existing street condition shall bodocumented bythe Local Entity Construction Inspector before any cuts are made. Patching shall hedone inaccordance with the Local Entity Street Repair Standards. The fininhedpatch ohn||blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay -down machine. |nstreets where more than one cut inmade, on overlay o{the entire street width, including the patched area, may he required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector vtthe time the cuts are made. 8. Upon completion of construction, the site shall be cleaned and restored to c condition equal to, or better than, that which existed before construction, ortnthe grades and condition onrequired bythese 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. L � TYPW E� IN ATTACHED SIDEWALK DETAIL WEAKENED PLANE JOINT EXEANSION JOINT SMEWALK DETAIL URBAN AM CONSTRUMON REMON NO: I DRAWING URDM COUNTY LLJ � � O IRS � � O Ln 0 ^ u D- � 0 CL. \ || >1 � m -0 � m � -0_ m c cn c o| u | m| o � D 0 [] O �� N� �� Z U� �� Vl N� N� �� =�� N-::j _J_J —�l �� ^-- — � �� N� �� (�O � � � �� ~� �LL_ '� N� �� H� �� LL_ (.� �� /� `�� N� �� E� � �� E] cow� __ ~_�_�� -' N�� O N �� N� �� Job No. 203-03 � �� n ��"~