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HomeMy WebLinkAboutDRB050330.PDF P� ��Z��s � 4. A request for final review of a floodplain modification, pursuant to Chapter 14-6, Grading �-' Standards, ,Vail Town Code, to allow for the bridge reconstruction, located at the Westhaven Drive Bridge and Pedestrian/Skier Bridge (a more complete description is available at the Department of Community Development offices); and setting forth details in regard thereto. ' Applicant: Cascade Village Metropolitan District, represented by Lonco, Inc. Planner: Bill Gibson ACTION: Approved with conditions MOTION: Kjesbo SECOND: Viele VOTE: 6-0-0 CONDITIONS: 1. This approval shall be contingent upon the applicant receiving Town of' Vail approval of the design review application associated with this request. This shall include, but not be limited to, the review and approval of demolition plans, site/grading plans, erosion control and Best Management Practices plan, ' landscaping/tree preservation plans, structural design plans, utility plans, utility ' relocation plans, structural analysis studies, construction staging plans, street ' disturbance (i.e.street cut) plans, and all necessary details. ' 2. Construction,and disturbance within the Gore Creek 100-year floodplain shall only occur during low flow periods (i.e. after August 1 and prior to spring run-offl. 3. Prior to construction, the applicant shall obtain the following: a. Town of Vail Storm Water DischargePermit approval b. Town of Vail Revocable Right-of-Way Permit approval c. State of Colorado Dewatering Permit approval ' d. State of Colorado Division of Wildlife approval e. U.S. Army Corp of Engineers approval f. Approval of any other applicable local, state, or federal permits ' 4. The applicanf shall submit a stamped Improvement Location Certificate and topographic survey of the post-construction "as-built" conditions of the subject _ site to the Town of Vail Community Development Department for review and approval, prior to Town of Vail final construction inspection. 5. As determined by the Town of Vail Administrator, any changes to the proposed design plans may require a revised floodplain study and Planning and Environmental Commission approval of a revised floodplain modification application. , ;;.�° 4.� �: � � . : � _ � v To: Bill Gibson From: Tom Kassmel Date: July 27th,2005 : Re: Cascade ImproVements The Cascade Metro District'improvements have been received and reviewed by the Town of Vail Public Works Department and we have the following comments that sha11 be resolved prior to issuance a construction permit. , Prior to building permit approvaL• 1. Add Town of Vail General Notes. (Contact Tom Kassmel 479-2235) 2. Add utility sign off block to plans and have signed. (Contact Tom Kassmel) 3. A Town of Vai1 Storm Water Discharge Permit will be required along with an erosion control plan. 4. A Public ROW permit will be required along with a construction schedule, staging plan, traffic control plan;bikepath detour plan,. , 5: Provide existing survey spot elevations that accurately reflect existing conditions within the floodplain that will be used to match to for the post construction survey for both bridges. 6. Provide engineers stamp on all necessary plans. ' 7. A dewatering permit should be applied for prior to Building permit submittal. 8. Approval from the ACOE, DOW shall be in hand prior to building permit approvaL ' Skier Brid�e: 1. The existing asphalt path, within the limits of the widening shall be completely removed and replaced with a section of 3"HMA over 6" Class 6 base course OR milled and ,,�_ overlayed. In either case the seams shall be infrared. - 2. Show limts of disturbance fence. _ _. _ _ ,�` 3. Provide note that all disturbed areas will be required to be revegetated with an approved yr. , , seed mix. " 4. The longitudinal slope along the bridge is inadequate for drainage;please note on plans where crowned bridge will drain. 5. Confirm with other utilities that additional conduit should not be run beneath bridge for future use. `° 6. The Demo plan shows wrong linetype for existing water line. -r, �' ��,. . . F.... .. . . . . . . . . . . . .. . . � . � . . � . . . . . . � ' � � . . . .. � �„tt:.a,... . . .. � � . � . . � . . . . . . . ., � . . . . . �r �._: . .. � . � � � . .. � . � . . . � � . . . . . � . � . . � . � �. � �.�" � . . .. - ' . . �Y' ? . . � � .. � . . . . . . . . .. . . � . . . � . . . . . �,�_.. b�E.t iffi � . . . . . .. . . . � . .. � . . . . .. . � br� . . . �S..v � <� r�°.. . � . : . � .. . .. . . ,� . .. $° "s�� f ��.,.` .� . �. . . . . . . . . .. ,t V�'esthaven Pedestrian Brid�e: � 1. Please show all trees driplines that are potentially affected by construction accurately. (i.e. those trees on the southwest side that are behind the existing boulders to be ' relocated, is this feasible without damageing the trees root system?,the tree at the SW corner of the bridge will most likely need to be limbed to accommodate construction and the pedestrian bridge,please note.) 2. Please show the number of trees that are to be removed in the "Remove Trees `Box"'. ' 3. Please note that the curb and gutter and sidewalk work on the south side of the bridge shali be coardinated with the currect Road Reconstruction project occurring on Westhaven Drive. The curb and gutter will have to be poured prior to new paving. 4. Show grading and match points for sidewalk:on both sides of the bridge. 5. ' Show limits of disturbance fence. ' - 6. Curb and gutter on the south side shall match into the proposedpan across coldstream - driveway. A fillet section and curb radias should be added to connection point. Needs to be coardiriated priar to Road Project concrete pour across'Coldstream. _ 7. An inlef and outfall will be required on the south side of the bridge so storm drainage does not cross the bridge, as there is no conveyance across the bridge. 8. The walk connection on the north side of the bridge will need to be coordinated with the proposed Town sidewalk project from the"ruins"to the bridge. 9. _ The proposed wing wall on the northwest side will impact an existing storm sewer pipe and most likely the existing pine root system. Please note mitigation or re align. Show grading in this area. l0. An arborist will should be retained to preserve the existing trees. ' 11. The light pole noted to be relocated by others will'bexequired to be relocated by the developer. 12. The Aspens proposed on the SE corner will be required to have a revocable ROW permit and shall be placed not to impact future maintenance of the30" CMP that was just recently installed. 13.Note drainage for the 2% cross slope on the ped bridge. 14. Show relocation of utility pedestals. Cascade Skier Plaza 1. Provide spot elevations along all match points, grade breaks and low points. (i.e. concrete slab, Lift Ticket building, existing pavers,existing paved walk, manholes, inlet, etc. .) 2. Show slopes of proposed pavers, should be minimum l%. `�, 3. Is the retaining wall that is to be modified to be added onto or completely removed and rebuilt,please provide construction detail. : " � cA �., : , _ t' � r _; ¢ <,.� j ; � � � INDEX OF SHEETS SHEET DRAWING TITLE � NUMBER ' NUMBER 1 C01 ' Cover Sheet 2 CO2 Standard Plans List 3 CO3 General Notes, Abbreviations and Legend 4 ` CQ4 Summary of Approximate Quantities ' SKIER B RIDGE 5 SC01 Survey Control Plan 6 SCO2 Utility Plan 7 SC03 Erosion Control Plan 8 SB01 General Layout 9 SB02 Demolition Plan 10 SB03 Construction Layout ' 11 SB04 Abutment 1 Details V /`1) � � � LO I �f�L10 12 SB05 Abutment 2 Details � 13 SB06 Framing Plan and Elevation 14 SB07 Steel Girder Details 6 15 S608 Superstructure Details � 16 SB09 Snow Screen Details � � . � ����.�� 17 SB 1 (3 Arch Facade i �o � � �� o � N i . WESTHAVEN DRIVE B RIDGE � �o�Q � Skier -� e � � , . o ��d� � _, Brldge 18 WC01 Survey Control Plan � _ ��ot�5 �a`l'� 7p � � 19 WCO2 Site Plon - Sidewolk Improvements �, 20 WC03 Erosion Control P1an I > � O ��,o°�e � � 1 � 21 WC04 Landscaping Plan � � a. �to �a ,�� / �, 22 WB01 General Information � 6 '�� � Q�e �ro�e � � 23 WB02 General Layout _ � p� o�.'� e5 � 24 WB03 Bridge Elevations : 5 Ft � 1 V� SkIeC' 25 WB�4 Construction Lcayout � � � c P�ClZQ 26 WB05 Abutment 1 Details � � � 1 �� 27 WB06 Abutment 3 Details � m /----� ����i �a 28 WB07 Pier 2 Details � � � � t G,� ��� 29 WB08 Arch Fa�ade Deta�ls (1 of 2) � � / G°e 30 WB09 Arch Fa�ade Details (2 of 2) � � / --- � 31 WB10 Superstructure Details 4� �. - , �� 32 WB11 Diaphragm Details � o _ ��� � 33 WB1'2 Girder Details � N . e5�. � v�, 34 WB13 Bearing Device (Type 1 ) Q � � �� Matterhorn Cir � 35 WE01 Lighting Plan and Details � � � o '� � � Westhaven Drive y,1 �; ,' ��� Bridge �' � , � � � � � . . .L .. . . . .. . . . .. . . . . . . � . . . . . . � . . . . . � . . � . . . � .. � . .. � . �� . . . . . . . . . . . � � . � . .. . . . . . � . . � � . .. . . . � .. . 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No Re�sions: C0�/ER $�"'�EET P05� � 6 ; z FUII PQtII: F:`ZOO'rJ\PO�J� � C\C�C'C1WICIC�S � Y L CONSULTING ENGINEERS 1700 BROADWAY SURE 800 , D@SIgl1@C': SCB St(UCtl1r2 .;.. — DENVER. COLORADO 80290 (303) 620-0098 R@VIS@C� � � Numbers � Drawing File Name: COVER.DWG � Car'J�I��E �/�L�GE Detailer: EAB � �� o Acad Ver. Scale: Units: ENGLISH 0 M�R�POL�TI�N ��STf'��CT Void: Sheet Subset: Subset Sheets: C01 of Sheet Number � , { ,. , . � _� _._ . � -- - , �.�.,���._.��, ` _� _�.�, . _ _ . - . __ . - � � P LAN N EW O R M STAf� DAR D PAG E P LAN N EW O R M STA�1 DAR D PAG E F' LAf� N EW � R M STAN DAR D PAG E � ffi NUMBER REVISED . TIT�E fJUMBER NUMBER REVISED TITLE �IUMBER NUMBER REUISED TITLE NUMBER �. � M-10�-1 STANDARD SYMBOLS . . . . . . . . . . . . . . . . . . . . . . . . � M-607-1 [� WIRE FENCES AND GATES tRevised 01/16/04) . . . . . . . . . �g8- S-612-1 � TYPICAL DELINEATOR INSTALLATIONS (Revised 10/04) . . . . . � � M-203-1 APPROACH ROADS . . . . . . . . . . . . . . . . . . . . . . 2 0 M-607-2 CHAIN LINK FENCE . . . . . . . . . . . . . . . . . . . . 81 -83 S-614-1 [� TYPICAL GROUND SIGN PLACEMENT (Revised 06/04) . . . . . . . . . �-�-� � M-203-2 DITCH TYPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 � M--fi07-3 ' BARRIER FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . 84 S-614-2 � CLASS I GROUNQ SIGN INSTALLATIONS (Revised 08/0�) , . . . . . -�--1-5- M-203-10 0 SUPERELEVATION CROWNED HIGHWAYS (Revised 06/24/04) . . . . �- O M-607-4 DEER FENCE AND GATES . . . . . . . . . . . . . . . 85-86 S-614-3 O CLASS II GROUND SIGN INSTALLATIONS (Revised 1%3) . . . . . . . -�-�-�- M—��3-11` � SUPERELEVATION DIVIDED` HIGHWAYS SHOULDER PIVOT (Rev. � M-607-1 Q PICKET SNOW FENCE . . . . . . . . . . . e . . . . . . . . . S-614-4 � CLASS IQ SIGNS SHEET ALUMINUM PANELS Revised O6 04 . _ 6/24/04) � • � • 87 , � � ) �-�-�� , ' M--203-12 � SUPERELEVATION STREETS (Revised 06/24/04) . . . . . . . . -6- M-607-15 � ROAD CLOSURE GATE DROP GATE DETAILS (Issued 06/20%2) . . Nq 0 S-614-5 BREAK—AWAY SIGN SUPPORT DEfAILS Rev�sed FOR GRQUND SIGNS . • 120-121 NO--2t}3-13 � SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT ��/24j04} �- M-608-1 � CURB RAMPS (Revised 1�/29/03) . . . . . . . . . . . . . . . . . . . � • • • • • • • • • - • • - . . . . . . � M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES . . . . . . . . g_g M-609-1 � CURBS, GUTfERS, AND SIDEWALKS (Revised 10/29/03 . . . . . � S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS . ) -�3��9- FOR CLASS III S1GNS . . . . . . . . . . . . . . . . . . . 122-123 . . � M-2�6-2 EXCAVATION AND BACKFILL FOR BRIDGES . . . . . . . . . . 10-11 M-611 -1 O CATTLE GUARD (Revised 10/14/03) . . . . . . . . . . . . . . . . . .�9z�- S-614-8 � TUBULAR STEEL SIGN SUPPORT lssued 06 05 . . . . � / ) . . . . . . . . NA M-208-1 TEMPORARY EROSION CONTROL . . . . . . . . . . . � 2-�g � M-613-1 C�NVENTIONAL HIGHWAY LIGHTING . . . . . . . . • • • • • � 93-95 S-614-10 [� IYPICAL MARKER ASSEMBLY 1NSTALLATIONS Revised 10 03 . . . . � / ) -�-2-� �] M-21 �-1 MAILBOX SUPPORTS . . . . . . . . . . . . . . . . . . . . . . . � g_20 � M-613-2 HIGH MAST LIGHTING . . . . .' . . . . . . . . . . . . . . . . . 96-97 � S-614-11 MILEPQST SIGN AND INSTALLATION . . . . . . . . . . . . 125 _� M-214-1 PLANTING DE�'AILS . . . . . . . . . . . . . . . . . . . . . . . . . 21 M-614-1 � RUMBLE STRIPS (Revised 12j20%2}. . . . . . . . . . . . . . . . . -g$�g-g- _ _ � Revised 0 . . . . . . . . S 614 12 STRUCTURE NUMBER INSTALl�4TtON ( 1/05). . �- M-412-1 � CONCRETE PAVEM�NT JOINTS (Revised 12/20/02) . . . . . . . . ��!-�-,� � M-615-1 EMBANKMENT PROTECTOR, TYPE 3 . . . . . . . . . . . . . . . . 100 (BRIDGE INFORMATION SHEET) C� M-506-1 GABIONS AND SLOPE MATfRESS . . . . . . . . . . . . . . . . . 25 � M-615-2 EMBANKMENT PROTECTOR, IYPE 5 . . . . . . e . . . . . . . . . 1Q1 S-614-14 � FLASHING BEACON AND SIGN INSTALLATION {Revised 07/04) . ��� ;� ,, � M-510-1 STRUCTURAL PI�►TE CULVERT PIPE H-20 LOADING . : . , . . 26 0 M-616-1 INVERTED SIPHON . . . . . . . . . . . . . . . . . . . . . . . . . � p2 � S—fi14-20 TYPICAL POLE MOUNT SIGN INSTALLATION . . . . . . . . . . . . . � 29 C�1 M-601 -1 SINGLE CONCRETE BOX CULVERT . . . . . . . . . . . . . . � M-620-1 FIELD LABORATORY, CLASS 1 . . . . . . O S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS ' 27-2g . . . . . . . . . . . . 1 �3 . . . . . . . . 130 C� M-601 -2 DOUBLE CONCRETE BOX CULVERT . . . . . . . . . . . . . . 29-30 � M-620-2 FIELD LABORATORY, CLASS 2 . . . . . . . . . . . . � . . . . . . 104 � S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS . . ` . . . . . . . . . . . . . . 131 0 M-601 -3 TRIPLE CONCREfE BOX CULVERT _ � M-620-11 FIELD 4FFICE, CLASS 1 . . . . . . . . . . . , S-614-44 � IYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (Rev. ; . . . . . . . . . . . . 31 32 . . . . . . . . . 105 �%3) �-3-�-°�6- � M-601 -10 HEADWALL FOR PIPE CULVERTS . . . . . . . . . . . . . . . . . 33 � M-620-12 FIELD OFFICE, CLASS 2 . . . . . . . . . . . e a . . . . , . . . . � Q6 S—fi14-5� � OVERHEAD SIGNS MONOTUBE (Revised 06J02) . . . . . . . . . -}���-� ,; „ �, . . . ,;. .. 0 M-601 -11 IYPE S SADDLE HEADWALL FOR PIPE CULVERTS ." . . 34 M-629-1 [� SURVEY MONUMENTS (Revised 09/23/04) . . . . . . . . . . . . _ 5-627-1 � IYPICAL PAVEMENT MARKINGS (Revised 01/05) . . . . . . . . . �--}�- ' � M-601 -12 HEADWALLS AND CULVERT OUTLET PAVING . . . . . . . . . . . 35 S—fi30-1 � TRAFFIC CONTROLS FOR HIGHWAY W CONSTRUCTION {Revised 11/04) . . . . . . . . . . . . . . . . . �-5-��- M CJ M-601 -20 WINGWALLS FOR` PIPE OR BOX CULVERTS . . . . . . . . . . . 36 ° � M-603-1 METAL AND PLASTIC eULVERT PIPE . . . . . . . . . . . . . . � S-630-2 BARRICADES, DRUMS, CONCRETE BAF�RIERS � 37-38 (TEMP} 8c VERTICAL PANELS 164 a � M-603-2 REINFORCED CONCRETE PIPE . . . . . . . . . . . . . . . . 39 S-634-3 � FLASHING BEACON (PORTABLE} DETAILS {Revised 03/05) . . . . . . ��-- ' O M-603-3 PRECAST CONCRETE BOX CULVERT . . . . . . . . . . . . . . . 40 � M-603-10 CONCRETE AND METAL END SECTIONS . . . . . . . . q.� _q.2 � � 0 M-6�4-10 INLET, IYPE C . . . . . . . . . . . . . . . . . . . . . . . . . 43 M Cl M-604-11 INLET, TYPE D . . . . . . . . . . . . . . . . . . . . . . 44 � o M-so4-12 CURB INLET, �nrPE R . . . . . . . . . . . . . . . . . . . . . . 45-4s THE STANDARD PLAN SHEETS INDICATED HEREON BY A o M-so4-13 CONCRETE INLET, �nrPE � 3 . . . . . . . . . . . . . . . . . . . . 47 MARKED BOX ARE T0 BE USED T0 CONSTRUCT THIS � M-604-2Q MANHOLES . . . . . . . . . . . . . . . . . . . . . . . . . . 48-50 PR��ECT. M—604—25 .� VAN E GRATE I N LET WITH FRAM E (Revised 12/20%2) . . . . -J-1-��-5�5- AND CONCRETE APRON � M-605-1 : SUBSURFACE DRAINS . . . . . . . . . . . . . . . . . . . . 5� ALL OF THE MBcS STANDARD PLANS, AS SUPPLEMENTED CD �ORADO o M-sos-� cu�►R�Rai�, TYPE 3, w-B�M . . . . . . . . � • • � � 5�-7� AND REVISED, APPLY TO THIS PROJE�T WHEN USED D E PARTM E�1T � F TRAN S P� RTATI O N o M-s o s-� 2 �u A R�R a i�, n P E 4, C O N C R E T E B A R R I E R . . . . . . . . . . . �2_�3 BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. 0 M-606-13 GUARDRAIL, TYPE 7, F-SHAPE BARRIER . . . . . . . . . . 74-77 S TA I �l D A R D P �A� � I.._ I �T M-606-14 � PRECAST TYPE 7 CONCRETE BARRIER (Issued 07/02J02} . . . . . . 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No Rev�s�ons: STANDARD PLANS LIST PQ5116 �rVI►lv �FV�L CONSULTING ENGINEERS 1700 BROADWAY SUITE 800 �eSl ner; �J' �.B Full Path: F:\2005\P05116\drawings � o�vvER, COLORADO 80290 {303) 620-0098 RG'VISFd: g Structure a d. . . . . . . � .. . � � .. . � � . . . � � � � � Drawing File Name: COVER.DWG � �ASCA�E �/�L�GE Detailer. EAB Numbers � Acad Ver. Scale: Units: ENG�ISH O METROPOLITAN DISTRICT Void: Sheet Subset. Subset Sheets: CO2 of Sheet Number 2 , , � � �. LEGEND � ffi .. �� UTILITY POLE (EXIST) TE� TELEPHONE LINE {EXIST) TREE LE � END � Gc � UTILITY POLE W/ GUY WIRE (EXIST) TEL TELEPHONE LINE (NEW) � 4" PINE Vw W WATERLINE (EXIST} � WATER VALVE (NEW) W WATERLINE (NEW) � 12" PINE ss SANITARY SEWER MANHOLE ss SANITARY SEWER (EXIST) » 14 PINE � STORM SEWER MANHfJLE SS SANITARY SEWER (NEW} - 16" PINE Q TELEPHONE%COMMUNICATION MANHOLE SD STORM DRAIN (EXIST) 18" PINE O PUMP SD STORM DRAIN (NEW} � GAS 24" PINE � STORM INLET � E ELECTRIC CONTROL POINT „ PIN � oHE OVERHEAD ELECTRIC � 30 E X FENCE (EXIST) 6�' COTTONWOOD � CURB RAMP � ---5398- -- CONTOUR (EXIST) , r 5399— CONTOUR (NEW) � � �" COTTONWOOD s NEW CONCRETE SIDEWALK .. 4 �.:r_: �.,......r . H—�g GUARDRAIL (EXIST) � 16" COTTONWOOD NEW ASPHALT PAVEMENT ` CURB & GUTfER (EXIST) CURB & GUTtER (NEW) � 22" COTTONWOOD S SEWER f�ANHOLE Q --------------- SIDEWALK (EXIST) -�- LIGHT POST --------------------- PROPERTY LINE/R01N LINE � -- FLOWLINE � DQ WATER VAL1�'E (EXISTING) � � � FIRE HYDRAIJT � INVERT , � � � TELEPHONE PEDESTAL � M �E ELECTRICAL MANHOLE � _ —�- SIGN POST (EXISTING) � (P) PER RECORC� PLAT OF AMENDED PLAT GLEN '_YON SUBDIVISION BOOK 272, PAGE 370 � m ���x w��`��"'�r��� � R .��.� .. . . . . .. . . . . . . . .. . . . . a�k $ a�.., hb�.�? �F! u: ����,a�� . . . . . � . . � � . � . . . . . . . . . . . . . . . . . � � �` �; 4 �� . . � , . � ^�� r ..,.„ � . � . �4�� . �o-.��� ��;:� a�,�� � . � . . . . . . . � � . � . . � . � � � Y� 4 #{ � . � . . . .. �. . . . . . . . . . . . . . . . � . . � . � . . . � t ,.._, ,e .� �a�� ��,:.n � u. �! . , . � `F< ��:_m � . � � . . � � ���. � � � � � � � � � � . .. � � � . . . . . . . . . . . . . . . . . . . . . . .,�.�`�4�.����r , a �,�.�mf..,4 u�u. .�a� �.�. .��.c,G.�;�i�� v ���..�� E` �._ .. . . . ,.w�. � at.�,�,���!� r.3,�.�„',tl, �,"t�� ., . . . . .. . . . . . . . � . .� � . . � � . . � . . . . � . � � � � . . . � . � '. � . � . . ,� . `�Z.��� �.,` .,��,k— �F� .� __.__.___ ' . 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U . . � . . . .. . � . . . . . . . . . . . . . . . . � . � . . � . . � . . . � '.. �I . . . . . . .. . . . . � � . � . . . . � . � . � . � � . . . � . . . � . . � . � . . � . . � . � . � . . . : `° DRB SUBMITTAL 7/11 /05 � 0 % Computer File Information Sheet Revisions BRID�E 1MPROVEMENTS PROJECT ' � As Constructed Pro�ect No./Code ° Creation Date: 07/08/05 Initials: SCB (� � `.` Last Modification Date: 07 08 0� lnitials: SCB �� .;" �lo Revisions: S(�M�li� P�5 � � � _ � I / . , ]��. ARY aF APPROXIMATE QUANTITIES 6 Ful) Path: F:�2005\P051 16\drawings 0 Z��OFV� coNSU�Twc �r,ciN�RS ,�ao eROfww,aY sui� soo Designer: SCB Structure � z DENVER, GOLORADQ 80290 (303) 620-oass Revised: � � Numbers .� Drawing File Name: SOQ.DWG Q CASCAD E VI LLAG E Detailer: EAB 3 ° Sheet Number 4 0 Acad Ver. Scale: Units: ENG�ISH � METROPOLITAN DISTRICT Void: Sheet Subset: Subset Sheets: C04 of . R . . � � � � � . . . . . . � . . . . . . � . . . . . . . . � . . . . . � . . . � � . � � � . . . . � . . . , . . . . . . . . . . . . . . . . � . . . . /. . � . . � . . .. ffi . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . . � �. . � . .. �/ . . CONTROL POINT COORDINATE TABLE i/ ,�. _ SURVEYOR'S NOTES j // � PNT. N0. NORTHING EASTING ELEVATION CONTROL POINT DESCRIPTIOM / - . � � » r 1. DATE OF SURVEY: MAY'5, 2005 •� '�'� 1 1659782.17 2747597.89 — 5/8 REBAR WITH 1.5 ALUMINUM CAP �. / . � a 2. BASIS OF BEARING: BEARINGS ARE BASED ON STATE PLANE COORDINATES, COLORADO CENTRAL ZONE. 2` 1659691 .72 2747547.64 — 5/8 REBAR WITH WHITE PLASTIC CAP ./ - / ° 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CUF�RENT TITLE REPORT AND THEREFORE DOES NOT �'• .� . NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. / � 4. BASIS,OF ELEVAl10NS: HARN CONTROL POINT "SPRADDLE°, ELEVATION = 8287.82 (NAVD 88). // �,,,/ 5. A BOUNDARY SURVEY OF THE SUBJECT PROPERTY HAS NOT BEEN PERFORMED. • • • . �/ " // , ' � � • SURVEYOR'S CERTIFICATE -/ /. / I Dana B. Spigener a Registered Professional Land Surveyor in the State of Colorado, . . do hereby certify that this Survey is true and accurote to the best of my knowiedge. - information and belief, and that said survey is in accordance with applicable standards �` �j �� at the time of the survey. This certificate is not a guaronty or warcanty, either • ,�eP 2�� expressed or implied. . �P�, a = CONTROL POINT �/ / �e •/ P O� . � . . � Q�� � � . . . . . . . . . � . . . � . � . . . . . .� . . - . � . �. . . . . . � . � �� . . � . � . � � � �. . . .. . . / . � � �G� � � . . . � . . � � � . � Dana B. Spigener PLS#33655 � O o eP�� � '/ // �Q�P� � / �P � . �� O INV `n Date j- % �oG '� ' o . / �/ FOUND 5/8" REBAR WITH w � 2x2 STEEL GRATE STAMPING IS ILLEGIBLE) / � / � 1.5" ALUMINUM CAP (CAP � . o / . RIM=8051 J' WV / INV=8048.65 � � � O � --"" r� � 24" CONIFER / 1 . l ~ � � � / �__� —_. � � /� . � � � � �.. � . . . � � . �. . . . . . � . .. �� • /. �� . . • . . � . �nj k . . . . . . . . . . . , . .� � . . J . ... . . .. . . . . . . . . . . . C./ ` � / � . . � . . . . „v ��.�o�' e� U 24" CMP ' % � P�J'� o OINV=8079.57' To � o� q O � �FI /� �e 9eL �. T - ' m \ � �F�.T\� j • D , '� os3A � \ \ � � � � � . � � \ �.-� SITE BENCHMARK CO RIM=8053.71' . � � I �_ � �— O / .�� � / � � _'�'' - ��/ . ' / J CONCRETE PEDESTRIAN BRiDGE O ��� � , . -o -8053.4' < 'h' � P O TOP 0' ABUTMENT_ � � a N � oe% •. / � \ �o S�iqr �� o'��° � \T � � a � � J�I �!� M � — , • y� � I/V � -��- �---__-- � 'W � • � (V O � � � , ��° • 1 o� +� O18° CMP y � �n �� I � � I N V=8075.26' $p5�' �� �. � a� Pg��M�N�/ / S'� �/ : �� � _ � ELECTRIC O 'C�e �� / � Q� ^�%� f. VAUIT � 5'• � p"�;h � .� . . C � � . � � � . . � .. � . � � . . . . . . . . � , � • . � .. . . � . .. � � . � � . . . . � � � � . _�ry� . � . � . . � . . L . . . . . . . . . � / 1� . . � . � � . � . . . . . . . � � . . . . . . . . . . � � / . � � � � . � . .. . � . . � . . �. . � . � . . � � . � � . � � . . . . . . . . . � � � f BRIDGE 1� / , . . � X \ � � � \ , � -� . - . . N � � . . . . . . . . . . � . . . . _ . . � � . � � . . � � � , . . . . . . . . L ` � �OT 39 v GLEN LYON SUBDIVISION ' . � ' / � � ' � . � . � � / � � �� WETLANDS FLAGS . �/ QP ' � I O QY . � c� Q � P�'Z -o �/ / I c . � T . . . . . . ��C��O. . QQ� . . . J �W . .. . . . � . . � � � . . � � .. � . � � � . � � � � I ,� . ._ . .. . � ,. � �� j . � . � � . � . . �. . � . . . �w� 's� . . . . � . � � . . / . I 6 e, � � „ � ¢����k.;� . . . . � . . . . �P . . . . . � . . . . . . . . . / . . . �. +.. � . . (n P� ¢ � 4 �. n ..:. . F 3 � FOUND 5/8" REBAR WITH � � � � � ' WHITE PLASTIC CAP (CAP N89'31'10°E y ��� s a 1 �C��' 2 / • STAMPING IS ILLEGIBLE) N88'45'S7"E P � � � 60.00 �,�,� lJE�CORNER .�,� ,s �r a �� ` 1>.�1�,�..�."��e�.a� � � S�P�� ' _ / 2 SW t/4, NE 1/4 � . ���,��m � �C,Q- . / � SECTION 12 � '2 T5S R81 W 6th P M / �O 2x2 STEEL GRATE . . � e � 0 INV=8048.19� �� ��1 .. ,._..�_.�. ,..��,���o%i����p.��»� �u. ��..... Q pJ RIM=8050.2' � ' ! q� �, � � �3 �OT 40 � ` � ��°�� ��.G��� «.�,_..�,�Cy�,.� ���.r�_,.U �_ ' i " • � GLEN LYON SUBDIVISION �, �.Y.M,�t....._� � . _- .a�. � .'�.� I . / / . C .. � . � � . . . .�A � . � � � . � : . , . . . . � . . . . , . . . . . . . . . . � . . •� .. . ,. . . . . . . . . . � � . � . . . . . . . . . . . . . . . . . . . . . . . . . � � . .. . . , ._. � .'. � � I . l/ � ��� . c; � �� �_ � . �, � GRAPHIC SCALE � . / � — . � �NV=8046.69' d/��S � , / 10 0 5 10 20 ' 40 � a �. a � l k G _= M.. N � / . � ._ � _. .�. � _— _ � . �e_ . � .� � � .� ( IN FEET ) � � 1 inch = 10 ft. � coNTOUR rNTERVAZ.,=2� D R B S U B M ITTAL 7/11 /05 � , � 0 ; Computer File Information Sheet Revisions BRIDGE IMPROVEMENT PROJECT ' � Pro�ect No./Cade ° creat�on �ate: o�/os/o5 in�t�ais: B�K O SKIER BRIDGE � `� �ast Mod�f�cat�on �ate: o� 08 05 Initials: B�K O :; ��+ No Revisions: SURVEY CONTROL PLAN P05116 v � / / 7b�fVN OF YAIL , �V�..• � Full Path: F:�20�5\P05116�drdwings\SKIERDwgs C� - coNSU��nNC Er,c�r,�RS »oo eRO,auwA,r surrE eoo Designer: SCB Structure ° z DENVER. COLORADO 8029Q (303) 620-0098 R@VIS@��: � � Numbers � Drawing File Name: SB_ — Survey Control PIan.DWG (� C/�SCA�E �/�L�GE Detailer: EAB � �� 0 Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH Q M�RaP�L�TAN ��STR�CT Void: Sheet Subset: Subset Sheets: SC01 of Sheet Number �. / . << . .•+ _ . . , . ,;: / � / / ' � / . . � / �j - /. ,�, ' . o�� ./ . ,,� � � � �� � ./� EXIST SAN MH /. '� � � - .�.- . �o�° '� ,:- �� RIM = 8051 .50 /� � 12 VCP INV IN = 8D4� .40t �°` � � �;-� „�� . � . � �o� ; // 12" DI INV OUT -°8041 .4�t, / �o gosz.9� � . � / . . �o � � 80 .,� �°�� � /� � � `' ./ , �°� �; r , .. .:. ' , .. � � . , , ,. / . . i ~ .��° � �� .,, ,,. ,�. _ � � . �Nv g�4z;�4: �e :' ; . � ; / � P� , / � ., ��Q <` . ./ ,:, � 5� pF P r' j / ;.: �.� SSMH , G� � � - '/ R 8051,,L 4.� QQ,"� / / � �: '1 // ��'•• Q'rQ' cJrj ,�''°,s, �P�' 8067.8' �' / ...�� /" �O �O 12° CMP / � ' �G ' INV=8068.09' ' S5 , � '� . ,, :v� M +./ / r,.•:' ,,,' ,8052.2' V V � FOUND 5/8" REBAR WITH � '`� 1.5" ALUMINUM CAP (CAP NEW 4�� STEEL CONDUIT � . / SS / � 2x2 STEEL GRATE STAMPING IS ILLEGIBLE) � FOR ELECTRIC. / � � R�M-8a5,.�� MWv so66.�/'� � , + / / � 8052.3' INV=8048.65' w �i, RUN FROM VAULT 10 VAULT : j � ss � . ,,... .:� 2 „ CONIFER -" / �-�.• � , 8d53.9' -��i . � / �'js _1_� 8063.3' ' ' '`~� , : � � � � . .. . . � � � ::�� / . r. . , . . . . : . . .� . � . .. � . � . . . . . . � � . � : . . .. . . . . �/. � . . . . . . � . ; .. .. . . . . . � . . . . . � � � .. � . EX1ST SAN MH 55 � �� � RIM = 8053.71 � . , -.:: . :.. .... ao5r.s �i��::'�:::.::::::: ' - 24' CMP // �js ::::?:::F:::�p,0�.�::..':.:.:::� �N�-BO�s.S�� 12" DI INV IN = 8039.8f ToA �� . : �::�::o�.:::, :::::� � - � ., ::. .. � ,; � ' 84�4 4 .i•:.<S�e:r::':::r .. 8053.2' So�8.4. 12 VCP INV OUT = $439.8f S W ... .... . � � � . �'�` T��"T�8 �r� ,�0» p�p (NEW) W � w E '. 8053.9 W 1 i �::�_::�:: ss � � W '� � w� ' ..:... . _sc.... 8047. , �4 ' . E � W � .......... .. .... 8054.0'/ . . �.....::�:::. .. .... � • : \ _..--x" S�T GNI+��'RK`.i�:�r�:::::.'.. : � �f\/ 8 W � ��� Y. , \� 8054.0' :::... k 8074.9' V.-- .. .. X1ST) � , � .�-- ::-�.���.���::;:�.: ::::: �:�:::.::. 053 w W 10" �lP -----" ° � -_` ..... ... .. ... . . ...... .... - � ,.. . . .. . ... __-- ._---' • � ,o�e i Rczint'� ' :.:.:::?MV�':::�:;�: . N1 8D59.2' """.� :. •.::•:�. : P��j` / !^nnt(`RETE�ED�- 054.1 E �/ E S ' .... 053.9' "_ ,. , ::: ':.. �._ ..Q...::::.::. . P OF.ABUTM N7_g � � ......�..'..�..`.'.�. . ::. �::. ` ':- 053.9 -- , .......... _e .......... �-----'` " 8p54A ° � T` .............. ,, .. . . . . . . �r::::::::::::: pQ�. . � �I �, \ � . . � � . . . . � . .. ::... 3.4' �'( ; ......... ..... .... . . � a M. � /� WV ::•8055. ' . Sh-��Y \� o"� o ................... ; ........._... ... q .................. � � so�x--4'a...._ /'' a' �Q `� :::::-:::�:::::::::: " .. .. .. . � 53.9 Y ' :::�:1:c:�::�i�i.:.;:� � ' .................. .. :.�.r�.'... L� -_._�„`_""- '� ;' '� ::.::::: "�' C..� � 8040.7' •-.. G�� ,,�< ,,, o4S.o� CONNECT WITH TEE , " a 8065.6' 5053. �o . O!� ,8�� �MP ., �.,� 8 45f;� NEW WATERLINE TO ; ; ........ . .. . . . : .:::�::�:::�::� , ....:::... .. . ..: O INV=8075.26' � 'p5"�:�::;f� � �. � i � � ARCH E� =8068 : `e ,. , ...:.. ,, .:�::::..... NG ATER .... .. ... L� ' .:��.ErS...._ . f„ � lu/ Q .. � .......... �...... � „ . . . � � . . . . . . . . . ::' , � . '.��� � �Q . . . . . .. . . � . . . � :. , . . .. .. . . � . . �,� � . . .. . .- :r.i:.�' :�_�....'::'. .. . . . . . . ; : * r , `� :::r:'� 8053.6' O �' ;. � • ELECTRIC '� , .. ::. ,. <, : � VAULT j �i � - 8053.3� w � 3 C UT AN D CAP ,o^;�^ ., ,.� �� ..:: n� � :� . RLINE ...::. .. � , ,.: .� `� 2ryo'ry� " � O � � � EXISTING WATE = 056:5 , /� � � . YRCH =8D7�.6 , /: (�} . ;. . . *° . 8053.3' "J, ;- . ,: ,: � CUT AND CAP � I � BR�o�E � �; . EXISTING WATERLINE . � : t � , A CH EL=8068.5 � _,,,:, � CONNECT WITH TEE ' $osz.�� / r NEW WATERLINE TO � � , ' " EXISTING WATERLINE . ° � LOT 39 , ^ /j j / _ ;:'i �. I GLEN LYON SUBDIVISION � �; `� �` ' . / - �� ! � . . . . � � � f� ..- ., �� . . . � . . . � . � . . � . . . . � � � . � . .. � . . . . . � . . . . � . . . . . . O/ / . �`�� . . � I . . . . . ' ,� WETLANDS FLAGS L<� � P . ,� �Q I �. /'. �Q�P" � � . o �� I 04 P , � !n � / / I � � .. .� . � . � .. � . OG� . � QP . �. . . . . . � -'z-' � 'W � .� . . . � . . � . . � . , . � � . . . . , . . . . !.. . . � .. �, � .�..�... � I � � � � � / , � P" / S ' F . . . . . . . . . . . . Pc�e . . . �.' . . . . . . . . . . . . . . . • . - . . . . . . . . . . � . � . . . . �� � . . � FOUND 5/8" REBAR WITH N89'31'10"E O�, � r . / • I� � WHITE PLASTIC CAP(CAP N88'45'57"E P � �v ' � � STAMPING IS ILLEGIBLE) 60.00 NE CORNER �Q.`� � � / '� � SW 1/4� NE 1/4 �¢ v � SECTION 12 O 2x2 STEEL GRATE / �2 T5S, R81W, 6th P.M. pJ� RIM=8050.2' � 0 I N V=8048.19' 8050.5 � ' /�Q . . / � ♦ , � � . z � � � ���� � . / J � � .�O soso.5 • ' . � � � /� GRAPHIC SCALE � �OT 40 �� � "' :;GLEN,-LYON��SUBDIVISION �NV=8046.69' . � / ' n .> .� '' , x�� 10 0 5 10 20 40 J I PLAN . / : � a _r ! �� S� � / • a a' u� ^ ,����a��g , .: ( IN FEET ) +�J�ip1LE: � " _ � �� . �,��_��a 6��v�m ��3��.,��',�����,�� ���•°�L��'����'�� �����y`��� .. �.. _�_n_,?R_c 1 inch = �0 ft. , � / � �,� /, CONT�UR INTERVAL=2' ' � � � . . �� � � ���P��� .u,��.,���Z?�6s.,,�.:�, � S 3�bs" -.- -��. 8049.2' > - �/ � � `�+ W �__. __�u.,u..,� �,.a..�,,.�.0 �����m�������. �G ��' a DRB SUBMITTAL 7/1 1 /05 �� � � � �_..�����. ���,��� .��.,�_..� � � � _� � � � � � � � � � � � �� � Computer � File �Information �� �� �� � � ��� � � � � � � � � �Sheet� � ��Revisions� � � � � � �� � �� � � � �� � � � � � � � � � � � � � � � � BRIDGE � IMPROVEMENT �� PRtJJECT � �� �� Pro'ect� No. �� Code� creat�on �ate: 0�/08/05 in�t��is. g�K C� S K I E R B R I D�E J � �ast Mod�f�cat�on Date: 07/08/05 �n�t�a�s: B�K � CASCADE VILLAGE ������� ��. No �ev�s�ons: UTILITY PLAN P05116 e , Full Path: F:�2005\P051 16\drawings�SKIERDwgs � C1/�ETR�POL�TAN ��STR�CT coNSU�T�NC ENC�NE�s ,�oo BRO�wwAY su�� aoo Designer: SCB Structure oENVER. COLORADQ 80290 (303) s2o-oos� Revise�: Numbers Drawing File Name: SB_ - Utility PIan.DWG � Detailer: EAB Acad Ver. 2400 Scale: AS NOTED Units: ENGLISH � Void: Sheet Subse�: Subset Sheets: SCO2 of Sheet Number !� , , / ,, ,> .. -z ,;- - ;:. : - � � ., , ,.' , . _ � : ,<,. . � �.. � � ,_9,� 20,_Q�, � ,_9» �, /: �5 �, � � REGRADE EXISTING ,r''� .,,: /::.. , _,..: // :,,'/ / ,,. 5�-3„ 6„ � 3,_6„ g,, SWAIL AROUND � �''� S� , ,.. . g ��' � ::- PROPOSED WINGWALL ,;�' � ��" ;,'/ � � ;; � ,.� ,-., : ,. , ? - C.L OF EXISTING �`` ,,��, GIRDER, HORIZONTAL � �� S� �� EXISTING �.-�'' - RELOCATED / .� � '•� CONTROL LINE (HCL) : ;,. �. r�� SAN ITARY � f �,� . , � _ WATER LINE ° � , /�''! ,� � - ,,. , SEWER LINE � ; . � , ' -" �,;% � � �_��, g,_�„ � C� f�,/�' :, , . ;: : ,., ^: ,-,�.- : : ., ,,: ,; �.-i �� .., ' � � _ . ; � ST �,,' � : ; ; � - _� � _ , , .n. .' . '.... S ': /`. � � ��/U � �/ ' . � .----PROPOSED .' ..:,... ;,� ... ,. .,;�. . .��.,n� . rr ,;,., . :s.... _. ,.,,...,U .:;.. ...: �: l , , . a . , , r _ .,,. �... _ ,....,_�_..:_.,, _,. ...._,:. ..,.,.. .�.: ,.,.. ....... : ...�__ .. . ...�,',� ...,. . .,.,,..... _,_...,�„ . ...,, _..>,. .._,._ ..,..,, . , ,......_ .,,..... ._... ,. ., . .,._. ;,y , .: I �....„...,_�. ..,,<, ,..:.,��.. ..,.` .� _ ,�, , , _` �.. .� . RIVER ROCK ; � , �. . ,,..- � 1� I VENEER, �J�f ;�� � C.L. OF EXISTING / B.F.� ABUT. 1 ���`r � � ' ; ; ;.� � F = P f �j :.,. 'i � GIRDER, HCL � ; 1 ,� � B. . . .�2 FT./FT .02 FT./FT P• ABUT 2 TY � �-: ��_ - - � - - — - - - �-, - - ' ,� �� � -� �G �� z ' � / `/ � � �,� � , . , � , ,, . . ,: ,. . .... . , .r , � �.. , ,.,.. . ,:.�.:, .... ,,v � .:,� �... �......��:�� ....,.. .._,, �...,��.. .. , ._. . .... ,:_. � �:. . ..�. ..: .. . ::._ .._. ,. . ... : , . .� r .,:_:, .:.:., , ...r�. � . _ . _ , � . _ . . r r �._ '� ; -: � ,:. : .. , . . ^. ,. � ,. , �., �� � I t� , i ..� .�; ,. ; ,- r� �, �} ; , QUOINING TYP. QUOINING TYP. � �., : . � .. ry�. , � : � ) ) , . ,.. _ , ,, .... ,,,. .. .. `. _ o .., , ,,:1.. .:- d .. � .,�., , , ,, . .:�. ., � ,~ a 7?tC " " ° ` � r. ,� � � . .. _. ,_ :� d- - ; . / ,,;;- �Q. •• � - ,:. s. , co =- � .` .;.., ` , � ... ° ,,. ,� .. : �/ RELOCATED EXISTING , , , _ � .::- ; � � :. ,-. << , � , o, ; ; � W36x 135 TYP. _µ.. _,,,, . ,, � , , _ WATERLINE WATERLINE � / z; � � � � � £ ,�j ,� ' � RELOCATED 3'-6" 4'-8" 4'-8" 4'-8" ° � t�-<� �- . � � �O ��v , �� _ ELECTRIC � � / / ,� / uNE SECTtON � ,, . � � � . _ _ . : . . ,� . � / _ � � � � sc . - , r � ,.� . : � � DESIGN DATA A�E� 3/s" � '—o" ; � , � . � . � L�OK I N G EAST ' x � � `� ! AASHTO 1 �th EDITION AND GUIDE SPECIFICATION FOR PEDESTRIAN BRIDGES INF R N �, _ s � . , RE 0 CED CO CRETE: : , .� ,. �, i � � � CLASS B CONCRETE: f'c = 3,000 psi � ,. .� ' ' DESIGN METHOD: LOAD FACTOR DESIGN � :-� '�` • � ,_ � • � CLASS D CONCRETE: f c = 4,500 psi -� � I . ' j� REINFORCING STEEL. fy = 60,000 psi ° I ; � $l LNE LOAD: 85 PSF PEDESTRIAN LOAD (REDUCABLE TO 65 PSF) ..: .;: ,, ; ;. .� . ,� � ' PLAN `: � ; . j 15� PSF SNOW LOAD STRUCTURAL STEEL: � o � l � ,� , �` jt AASHTO H-1 � UTILITY VEHIC�E . SCALE: 1 = 8 \\ // AASHTO M-270 (ASTM A709 GRADE 50W} fy = 5�,000 psi m . � . � .•. � ! . . . . � . � . � . .. . . I =/ !. �E` . � ,. .3s . . � . . . .. � . . . � . .. r .. � � � DEAD LOAD: 5 PSF FOR STAY IN PLACE FORMING � GENERAL Nt)TES �- Q � , ALL WORK SHALL BE DONE ACCORDING TO THE STANDARD SPECIFIGATIONS FOR REINFORCING STEEL CLEARANCES SHALL BE IN ACCORDANCE � ROAD AND ` BRIDGE CONSTRUCTION OF THE DEPARTMENT OF TRANSPORTATION, WITH AASHTO 8.22 _ � � STATE OF COLORADO, 1999 APPUCABLE TO THE PROJECT, N . p � ALL REINFORCING STEEL SHALL BE EPDXY-COATED UNLESS � FOUNDATI�N DESIGN ASSUMES BACKFILL MATERI�L WILL BE CLASS 1 STRUCTURAL OTHERWISE NOTED. NON-EPDXY-COATEQ REINFORCING STEEL � ° BACKFILL MEETING THE REQUIREMENTS OF SECTION 206.02 AND 703.08 OF THE SHALL BE DENOTED Q . � CDOT STANDARD SPECIFICATI4NS. BACKFILL SHtiLL BE PLACED IN ACCORDANCE � �' WITH THE DETAILS PROVIDED. PERMANENT STEEL DECK FORMS ARE OPTIONAL. � � '� GRADE 60 REINFORCING STEEL IS REQUIRED FOR #4 BARS AND LARGER. AN ADDITIONAL 500 LINEAR FEET OF EPDXY-COATED #4 AND � -� 500 LINEAR FEET 4F EPDXY-COATED #5 REBAR SHALL BE � THE FOLLOWING TABLE GIVES THE MINIMUM CLASS B LAP SPLICE LENGTH FOR PROVIDED TO BE BENT, CUT, AND PLACED AT THE DIRECTION ' NON-EPDXY COATED REINFORCING BARS PLACEC IN ACCORDANCE WITH OF THE ENGINEER, AT NO ADDITIONAL COST TO THE PROJECT. '� 2'_6" , „ 2�_6�� SUBSECTION 602.46. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25� FOR " 83 -6 BARS SPACED LESS THAN 6 INCHES ON CENTER. � B.F. ABUT. 2 k _ APPLIED WIND LOADS AND EARTHQUAKE LOADS WERE NOT � 82'-0" EL. 8�54.00 BAR SIZE #4 �5 #6 �i #8 #9 �10 �1 � CONSIDERED IN ANALYZING THE STRUCTURE FOR STABILITY � 806� 8�6� DURING THE CONSTRUCTION STAGES. ' THE CONTRACTOR IS L B.F. ABUT. 1 SPLICE LENGTH FOR RESPONSIBLE FOR BRACING AND SHORING AS REQUIRED � * �,_�,, �,_4» �,_9„ 2'-4" 3'-1" 3'-10" 4'-10" 6'-11" � EL. 8053.90 � CIASS B CONCRETE DURING CONSTRUCTION. � . SPLICE LENGTH FOR UTILITIES SHOWN HEREiN ARE PLOTTED FROM THE BEST 3 1 -1 1 -4 1 -7 1 -11 2 -6 3 -2 4 -0 4 -11 -� � s� > „ , �► > » > „ ► „ , �► > » Y C L A S S D C O N C R E T E A V A I L A B L E I N F O R M A T I O N. T H E C O N T R A C T O R'S A T T E N T I O N I S � 8050 8050 D I R E C T E D T O S E C T I O N 1 0 7 O F T H E S T A N D A R D S P E C I F I C A T I O N S z CONCERNING UTILITIES. � THE FOLL�WING TABLE GIVES THE MINIMUM LAP SFLICE LENGTH FOR EPDXY-COATED � REINFORCING BARS PLACED IN ACCORDANCE WIT� SUBSECTION 602.�6. THESE SPLICE SECTION OR DETAIL IDENTIFICATION � o LENGTHS SHALL BE INCREASED BY 25� FOR BARS SPACED LESS THAN 6 INCHES ON � CENTER. A � B1 � 804� 8040 BAR SIZE #4 #5 #6 �7 #8 #9 �10 �11 \ CROSS REFERENCE DRAWING NUMBER � .� (IF - , REFERENCE� : IS�°"TO��SAME SHEET) � ELEVATIC�N SPLICE LENGTH FOR � » , » , n , „ , �, , n � �, , �► ,° �� ��., � 1-3 1 -6 2 -7 3 -6 4 -7 5 -9 7 -3 8 -11 µ N � �, SCALE: 1 " = 8' C1ASS B CONCREfE F , i h , �� � . F�� b..F . ,� ��t� � � � p�w . . � . s�;.,.� {� ...�w�m v������.��°' � r�, �� � � : ��w�� , , ". m .,�r .,� � .�. . a �, 'k ELEVATION AT TOP OF CONCRETE DECK SPLICE LENGTH FOR , „ , „ , „ , „ , „ , „ , „ , „ , 1 -� 1 -3 1 -6 2 -5 2 -10 3 -9 4 -$ 5 -11 7 -4 r._. . :. ,:,-� � CLASS D CONCRETE t � - �. �.�� . . .� ,, < i, � �., � � .M G/2�,� � �.A m u ...n M .._ �n�.�:..x, ,M ,., � . . � � , . . _..s,8/3�S ...: . �_ � �mw. �,. . , � :�; �. _ z .. . a..��� ....� :m � THE ABOVE SPLIGE LENGTHS SHALL BE INGREASED BY 20 PERCENT FOR 3 BAR `� BUNDLES 33 PERCENT F�R 4 BAR BUNDLES: �.�_ v _ � .� _Bd__� _.., .�..._ .:. DRB SUBMITTAL 7�� � �O 'rJ � 0 ; Computer File Information Sheet Revisions BRIDGE 1MPROVEMENT PROJECT ' o Pro�ect No./Code � creat�on Date: 5/� 2/05 �n�t�a�s: s�6 Q SKIER BRIDGE �` �r-� P05116 � `� Last Modification Date: 7/O8/05 lnitials: D,1B C� .;; I�{�r��..! ���. No Revisions: GENERAL LAYOUT °' T�OWN�F�AIL zFull Path: F:\2005\P051 16\drawings � cor,su�-nNC �cir,EERS ,70o sRO,�,�wAY sui� soo Designer: SCB Structure DENVER, COLORADd 80290 (303) 620-0098 R@VIS@a: � Drawing File Name: GENLAYSKI.DWG �) CI�SCA�E `/�L�GE Detailer: EAB Numbers � . �� L Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH (� �ETR�P�L�T/�N �1STR�CT Void: Sheet Subset: Subset Sheets: S�01 of Sheet Number 0 � � ����� S� - .� � � �.,�� � ,�„ ��, . � . � . . ky 'a.� . . . . � . . . . � . . �� � . � . . . . . . . � . . . . . � �` �� . . . . .. . . . . . . . . . � _�, ��. EXISTING ����y'�-,.,� y ��}' `�.,Y. SAN ITARY �;,. y� g{� SEWER LINE � c��j °�'�� � �°�'�} .�� �.�,,.•` �f �.. 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N.��..�.�r,�.,.�m�..n�a.�„�,��,���. �r,M.�.. _�.,n...,r,���.�,M�._ r��.,�.,..�,.��.,��., �,�.,...,.M�.�w�,..,.�.,m���.ws,..m,ra„�n�.�,.�,�._..,��.�.,.....r ...��.,.�.w m.....,...���m,�...,��,,�. �� � � a3 � �— SS �� � SS SS SS S SS SS SS SS SS �G � .� � � B.F. ABUT. 1 � �F �� � p � B.F. AB T. 2 SAW CUT AT FACE OF ` W SAW CUT AT FACE OF `� HORIZONTA_ CONTROL LINE (HCL) E i ti � Gj� EXISTING ABUTMENT �� � ; �� EXISTING ABUTMENT r C.L. OF ExISTING GIRDER � �'° AND REMOVE EXISTING AND REMOVE EXISTING � ° ` �� a F � �' WINGWALLS — — — — — — — — — , WINGWALLS � � — — — �; � � � — — - — — — � � � �� , 5 . � . � . . . . . � . . . . � ..� . � � � . A � �. .. . . . � � � . . . . . � . � � . . . � � � k :4 � � . � . � .. S � . . . � . . . . . . � � � . . . . . C� � . � . . .. . . 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SCALE: 1 " = 4' � �; � . � O J t O N 1 (' � _ —� � � O -% 0 � � � ' � CONSTRUCTION SEQUENCE � � .� °� 1 . CAREFULLY EXCAVATE AND EXPOSE EXISTING UTILITIES AT BOTH ABUTMENTS. STAY 1 '-6" � CLEAR OF EXISTING ABUTMENT FOOTINGS. CREATE AS SMALL A TRENCN AS PRACTICAL AT ,� TOP OF EXISTING EXISTING SANITARY SEWER. DEMOLISH WINGWALLS. X TOPPING SLAB 2. PLACE 2" (JF LOW DENSITY FOAM OVER EXISTING SANITARY SEWER. � 3. FLOWFILL TO PROPOSED FOOTING GRADE. � ° 4. CONSTRUCT NORTH PORTION OF ABUTMENT WIDENING AND SET GIRDERS 1 AND 2. � - - - - - - - � 5. CONSTRUCT RELOCATEQ WATERLINE AND TEMPORARILY SUPPORT ON STEEL DIAPHRAGM. MAKE � CONNECTION OF RELOCATED LINE T0 EXISTING SYSTEM. CONSTRUCT NEW ELECTRIC CONDUIT � � ADJACENT TO WATERLINE AND ALLOW UTILITY ACCESS TO TRANSFER POWER. ' 6. DEMOLISH EXISTING GIRDER AND ABANDONED WATERLINE AND ELECTRIC CONDUIT. �' � 7. CONSTRUCT BALANCE OF STRUCTURE AND SUPPORT UTILITIES IN PERMANENT LOCATIONS. � � z � � � ;� 0 � w 0 / � � � 0 � � — w � cn / � � .� EXISTING DOUBLE , ° TEE GIRDER % EXISTING �. F � ��� � �° �:�,� m s�"���"��`#y� �°�� � �,..��� � �"rt�, au � � ��.,� � ��F _ a ABUTMENT T� � . �� w �, u �=a �.�,u. , �� R > REMAIN �"�.m. �. ,�� ;�s� �. � .��.�.,�: - _ � SAWCUT OR �� = w a .� m_. "p 9 . � ��e� n���,�� �� ' �` �A�_ ��` � GRIND TO � � �Mf�� ,� �� 4�. . a � �� � � RE�u�REO A EXISTING ABUTMENT � BEARING SEAT �. , „ a � �. r, � ...��� s � �;�`�a ,� G�27�o5.,,.,......_ ..,. .�:,, � am �,:.,..,. a : _ � ELEVATION SCALE: 3/4 = 1 -0 D � . __._.. . ...n_t. � RB SUBMITTAL 7/11 /05 � �� � � �M� � � w_ . �_. . � .. _ _ _ � . ��� �� G - a� "� � _.�. �u� � .��.0 � a������������x .,. . �. _ 0 � Computer File Information Sheet Revisions BRIDGE IMPROVEMENT PROJECT ' � Pro�ect No./Code � �reation �ate: 5/� 4/05 �n�tia�s: ��B O SKIER BRiDGE � `` �ast Modification Date: 6/24/05 Initials: D,1B � :; I�(`���� ���. No Re�isions: DEMOLITIC�N PLAN P05116 � � Full Path: F:\2005\P051 16\drawings\SKIERDwgs (� ��NO�'YAIL coNSU��NC �,ciN�s ,�oo eRa►uwAY surrE soo Designer: SCB Structur � z DENVER, COLORADO 80290 (303) 620-0098 R6VIS6d: � � Drawing File Name: DEMOPLAN.DWG 0 CAS�A�E �/�L�GE Detoiler. EAB Numbers � a W o Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH (� M�R�POL�TAN ��STR�CT Void: Sheet Subset: Subset Sheets: SB02 of Sheet Number � 2,_6„ 79,_�„ CLEAR SPAN 2�_6�, � CONTRACTOR TO FIELD VERIFY PILASTER PRIOR TO FABRICATION OF ANY ELEMENT PILASTER � F � � � I � � — - — — — — - — - _ _ _ _ _ _ _ _ _ G� w I C.L. 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No Revisions: C�NSTRU�T��N �YDUT P�5� � 6 n�voF vAr� zFull Path: F:\2005\P�51 16\drawings � coNSU�nNC Er,ciN�s ,�oo eROnnwAY surrE soo Designer: SCB Structur � DENVER, COLORADO 8Q290 (303) 620-0098 R2VIS@d: � � °� Drawing File IVame: CONLAYSKI.DWG � Cl�►SCA�E �/�L�GE Detailer: EAB Numbers � �� Sheet Number a L Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH Q M�R�P�L�Ti�N ��STR�CT Void: Sheet Subset: Subset Sheets: SB03 of 0 T_w.....,_LL_ _ ,. � � � /�� \\ 4" FI LLET , � � , �� � w g �� � 0 5'-p" � a ,� �,► 5�, �,� ,, , �6 #5x �� (— C�8" ��, � �� 5 � � 7, t4) #5x CONT. Q1 �_0„ �,,� ELEV. VARIES CAPST�NE �� , � �� FOOTING �� \�� �jyA3'' � ,_2„ „ • �� � BELOW � �� J #5x n �8 ._ RIVER ROCK VENEER � CL OF BEARING . , \� S� , � �3� � I #5x 5,_Q�, C� 8" � s � � I (AT BACK AND BTWN / CLASS D CONCRETE ' � g, � � � / GIRDERS FRONT , „ � , BRIDGE , � #5 C�? 1 -Q � ' � � � Q f STRUCTURE BACKFILL '� �\ �, � � / / ,, CLASS B CONCRETE (4) �6 TOP & BOTT. � � � � BRIDGE �CLASS 1 5 � 8" 4 C� 8" � � �..-HC L � � 5 � 1 '-0" N �,, � � � � � DGE OF � CLASS C FILTER MAT'L. # � » » ,> � 1 EKISTING �4x ��C� #5 x �3 � 8 NU 4 MIN. � � � ABUTMENT � � 1 '-0" VERTICAL 2,, , STRUCTURE BACKFILL r'� � � � � �/ GEOTEXTILE (DRAINAGE) � � � 1 / � CLASS B 2,_�» HORZ. „ � ,_3, CLASS 2 � O�' �,��. � I I �� � ,w 4" s� PERFORATED DRAIN PIPE STAGGER (�N �5 C� 8 �N 2,_0„ �� 1 � o W/0.5� MIN. SLOPE WEER #5 �J 8" N „ : �,_� „ ,_� ,►+ _ � � \ 5 /� ^� HOLES AT 10' 0" O.C. FRONT AND BAC 3 CLR. 1 1/2"x3 1 /2" KEY � \ / '� - � `e � � � � „� �� » � „{ '�' �� „ o m �- co �. � » � ,, 1..1�, �- � � ,....,.._ ....,. �..,�_. ;r , ._ .. . .�_ .».. .I / � ,-6" VARIES � ,_6�, I,� ,_6»I $�_9,, � ,_6��I ., _ o � �_... _° / = EXCAVATION r� �-r• -�- -, ._., . _ .. __. N \ � w � ` I 18" � SEE WINGWALL SECTION #5x J°C� 8" �N LIMITS � �� � �I � � � FOR ADDITIONAL 2 -6 � `- -J cv `� �---1-- --- J REINFORCING o � � � � � � _6 ABUTMENT SECTIC�N B WINGWALL SECTICJN � � q , �, A � � SCALE: 3/8" = 1 '-0" SCALE: 3/8„ _ � �_�„ > � � -� C.L. OF C.L. OF � � ARCH. ARCH. .� PANEL 8,_8" 1 p�_8» PANEL o , �-� — ��� 9'-1 �" 11 '-10�" --�-�' �r � � s m _ � � � m e � PLAN � � N SCALE: 1 /4„ - � ,-0,► 0 � � _ � ° y2"x2'-4" PLATE N � 1 �t � �=iN � � °' G5 G4 G3 G2 G1 EDGE OF PILASTER � ,, JOINT �iN `i � g � ABOVE DECK o :- . � I I � I l � T 5/s„ THREADED INSERTS ' � � � I I �' ,_�,� O.G. ' � � � .L .02 �r./Fr .02 Fr./Fr � � � _ _ � � � D i #6 TOTAL 6 � 8052.�� � � � � � � I �4 X [_ CJ 1 '_0„ � I 8050.00 I i � .. � �,�:,.; , ...:..,�..� . �.,.. �, I � .�.�w. .., ...� ;l, , � � o P I LASTER S ECTI O N � 8048.05 8048.01 � ,_�>, I ,I � �_��, SCALE: 3/8„ _ � �_�» � � ` � BOTTOM OF ARCH 8047.00 � , /�\,��\ �8048.01 NORTH ARCH � 8047.50 � � �$048.05 SOUTH ARCH � I ° � Y2" ELASTOMERIC BEARIN� PAD �= 8043.00 E � : Q°' ; FRONT FACE (3F , , ..:.:, .,.,.. ...� �.� ..._ .F.r...., . :.,. . �...,,: � � � ABUTMENT � � � ° Q E�;ISTING SANITARY SEINER #g X � O � '_p" � ELEV. 804�f TOTAL 8 � � � , � ABUTMENT 1 4 X � � _ � # Q , o„ . . � L . � . � . . � . . . . . . . . . � . -� SCALE: 1/4" = 1 '-0" i � �, �► > >_ �, 2 -6 g 1 -6 pa ,�.: �}:$ �n.� 6 & � . �.s . } � � ���� - . a3 __ m9 � . � aLL .w :,�.� �a:� E PILASTER SECTION e � � PILASTER DETAIL ° . SCALE: 3/8" = 1 '-p" ��� ` '� , ... �. � �, _ . �r°.uw���x� 'k� �� � _ , .� .��'.. �e SCALE: 3/8�, _ � �_Q„ � y� s � � & G/2��e�' �.; , ,. S(3�bs, _- . � � „ . � /' � DRB SUBMITTAL 7/11 /05 � .. � . � . � � . . � . � . � � � . . . . . . . � . � � . .. . . f "�^� 7 1 ^ � �V . . : , d ._._ .. , .., .,.. ....,.... . .....�.... . .. ....... ......._..>> . � � . � . . G . . . . . . . . . . . . . . . . . a P-��. k �, ..,..s n.�. .. .... _. _F.. ,. n. a , , ,. ., � . . . . . .. . � . . � � � � . . � � . � . . .. . . . . . . . . . . � . � . ,, % Computer File Information Sheet Revisions . � BRIDGE 1MPROVEMENTS PROJECT Pro�ect No./Code 0 N Creation Date: ' 5/14/05 Initials: DJ B � SKIER BRIDGE � � . m � Last Mod�ficot�on Date: o7/os/o� �n�t�a�s: GEM C� `.;; � ��. No Re�isions: A$UTMENT 1 DETAILS P05116 TTT , � Full Path: F: 20�5 P�51 16 C�I"CIWIt'1 S � 0F r�L CONSULTING ENGINEERS 1700 BROADWAY SUITE 800 � � � 9 Designer: SCB Structure � � DENVER, COLORADO 80290 (303) 620-0098 R@VISea: — � z � Drawing File Name: ABUT1 DET.DWG � �ASC/-��E �/�L�GE Detailer: GEM Numbers � a � Sheet Number L Acad Ver. 20�0 Scale: AS NtJTED Units: ENGLISH � METR�P�L�TAN ���TR��T Void: Sheet Subset: Subset Sheets: SB�4 of 0 � ���_� �T �.n , -----_��� -�., __ ; .,, . g. . . . . . . . . . . . ' . .. . � . � . . . � . . . . � � . . . . . . . . . . � TOP OF WALL � ,� �_3�, TYP. 8052.00 m --�---j-- 4" FI LLET � „ 6„ 5,� �" (4) �5x CONT. C�?1 ,_�,� ELEV. VARIES CAPSTONE i� ,� �_2�, � #5x r� C�8" ' °' CL 4F BEARING R1VER ROCK VENEER ' B.F. ABUT. 2 - ' I #5x 5,_�„ � $» ^'� CLASS D CONCRETE ' STEEL REINFORCED ----� �� 5�_� „t 5�_� �,� BRIDGE , ELASTOMERIC BRG. � #5 � � ,_�„ p � CLASS B CONCRETE (4) #6 TOP 8c BOTT. STRUCTURE BACKFILL '� i, � � ,� CL.ASS 1 5 C�? 8" . 4 � $» N (BRIDGE) 5 � � ,_0�� N � � � o � Q C LASS C F1 LTER MAT'L. ,, �o �,u .......... .... #4x ��� #5 x �3„� �„ � 4 MIN. 1 '-0" VERTICAL 2�� STRUCTURE BACKFILL N ,_ ,> � GEOTEXTILE (DRAINAGE) 2,_p„ H ,_ CLASS 2 0 1 6 �Nao CLASS B ORZ. „ 1 3 a � 4�, � PERFORATED DRAIN PIPE STAGGER �N �5 � 8 �N 2,_O„ W 0 5� MIN. SLOPE WEEP 5 C� 8" N 3" CLR. � 1 �►-g,� 8�-8,► N � ' , » # � „ ,� p HOLES AT 10 -0 O.C. FRONT AND BACK 1 1/2 x3 1 /2 KEY N „ — � 11 ,_� p�„ 9'-142» 1 �� 1 „ � ,� '' 1 �, � � � „ � L.�� � �' � � � » � » , ,� ° 1 � �_6„ VARIES � �—S" 1 -6 8 -9 1 -6 � EXCAVATION r.. ..,.,. _r_ ..i � SEE WINGWALL SECTION �5x ��� 8'} ,O LIMITS � FOR ADQITIONAL 2�_6�r �' REINFORCING � � � � ,� A ABUTMENT SECTIaN B WINGWALL �ECTION � . . J . . . . . : . . . . � . PLAN J` � � ° SCALE: 1/4" = 1 '-0" SCALE: 3/8" = 1 '—p" SCALE: 3/8" = 1 '-0" � � m �:,e� � o T m a _ v � 6 N � a O � � � .,? p + p N � � � � p +" ' . . L7 � . . . . . . � . � . . � � � � . . . . � � . . . . . . . � . � . � , . � � � ��,. � � . � � � � � . � . � . . . . . . . . . � . . . � . . . �. � � � '�.. . a � . . . . � . . . . � . . . � . � . . . � . � • � , � . . � . � . .� . .'�.. ,� HCL � . .L ... . . .. .. . . � � .. . . . . . . . . . . . � . . . � � , . � � G1 �2 G3 G4 G5 � � � � � � � � I�, .02 �-rl�-r _ _ .o2Fr/�r � � , � � � � � � soso.00 ., .. �� .�.: ,,. ._ .T . �.. ... . . � � � � 8048.11 8048.15 N ~ 8047.50 m � � � � j �!/�\!/�\!/�\!,/�\ � 8047.50 � — 0 � W � � � � � ;: � ,;�_u�..,� _ � .� � � � � �°;� "� t zy � - � , ° ABUTMENT 2 � f � � b. r . ��� _ � ,� ., � SCALE: 1/4�, _ � ,_�„ ;� . .s m xi � �.,, �_.� .M _ .. Aem�,:' ' . � . , F �� _ � �� ts�.�� u.k. m� ad � r,. t .-"l . . (� . . . . . . . . . � . . . . . . . . . . .. . � . . . . . . . �� .. . . � . . .�i ,'��:J .�.�a � . � � . . . . :. . � � � . � . . � . � . . . . � .., i . . . . . � . . � � . . . � . � . . . . . . � . . . � . � . .. . . . . � . . � � � . . . � � . � � :,. � � 6 , I � :_ ___. __. � � ���t �a��.o- F. ��.,.� z�/x_�a���, � _.._, .r. . f � S .� �.� .� � .�� , w �� � _ .�� _� `° �� � � � � � � � � � � � � � � �' U IT 1 1 � � � � a �DRB S BM TAL 7� �05 � � ���.. � ��s�'4�°����i��.��-� LL�,_� � ,� 4._,. .�.. .�.v, � ? u_ . �. m�_.., v__.._,�rv$�',_..��_u. .,..._.._.._. � O % Computer File Information Sheet Revisions BRIDGE IMPROVEMENT PROJECT ' Pro�ect No./Code � creat�on �ate: 5/� 4/05 in�t�ais: ��B C� SKIER BRIDGE '� Last Modification Date: 5f 16/�5 Initials: D,1B C� _�; ��(`J���...! ���. No Revisions: ABUTMENT 2 DETAILS P051 16 � Full Path: F:\2005\P051 16�drawings � 7�IWNOFYAIL coNSU�T�NC ENC�NEERS ,70o BRO�wAY su�r� 80o Desi ner: SCB Structure _ z DENVER, COLORADO 80290 (303) 620-0098 R8VI5ECI: g �' Drawing File Name: ABUT2DET.DWG (� C/�SCA�E �/�L�GE Detailer. EAB Numbers � .� W o Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH � METR�PDL�Ti4� ���TR�CT Void: Sheet Subset: Subset Sheets: SB05 of Sheet Number � � n. , . � _.�. , � � � � $0�—O�� �, o CL BEARING _ CL BEARING ABUT. 1 ABUT. 2 ' { � _ _ — — , G1 _ _ o � i p �— � � p � � G2 - - _' _ — � �.. CL EXISTING BRIDGE o � o 0 0 , ' AND CL HCL G3 - — — — _ � — — — — - — - — — — — — — - — — — — — — — � N N � 1 "� � 0 � � � _ � ,, M � G4 — — - — � _ � � _ r. ` W36x135, IYP. N CL OPTIONAL � � o 0 o SPLICE LOCATION o 0 � �r 0 ° G5 - � 25,_0» � .� � ` ° 4 SPA. C� 20,_��, = 80,_�» DIAPHRAGM SPACING � � � � ' FRAMING PLAN � � � SCALE: 1/4�, _ � ,_�„ 0 � � � 0 � � � � � m Q � � $��_���� � � � ' �'5» CL BEARING CL BEARING 5'� ° o ABUT. 1 ABUT. 2 0 N 26 SPA. � 2,_0» = 52�_�„ � ,_3,� �,_�»�,_g» �1 '-3» 11 SPA. C� 2,_�» = 22,_p„ SHEAR STUD SPACING � R � � � � � � � � a � � .. � BEARING STIFFENER �- � STIFFENER � PLATE, TYP. W36x135 � W36x135 BT FRINN R � E E � , �� � � � �; 55�_5,� 25,_5►, x N N CL OPTIONAL � SPLICE LOCATION � -�-� FRAMING ELEVATION � � � � SCALE: 1�4�, _ � ,_�„ � � � � � � � � z NOTES� � � �- 1 . GIRDERS SHALL BE SET WITH RESIDUAL CAMBER � � CROWNED UP. NO ADDITIONAL HEAT CAMBERING � REQUIRED. 0 � W � % 2. AT THE CONTRACTOR'S OPTION, THE SPLIGE CAN BE � °� A FIELD SPLICE OR WELDED SHQP SPLICE. � .� a � � � � P ,.,� x:� � y; 6 � . � . . � . . . . . � . � . . � . r7 n o d . ., . 5 .,. _ . t; n �3.,..0 . . . . . .. . � . . . . . . . . . . . . .. . . � � . . . � . .�'�_.. r,._..a -.` :rs . . � . . . . . � . � . � . . . . . . . � . � . . . � . . . . . . � � � . . � . � � . � . � . . � . � � � � . . . . . � . � � � , .(.;.> . . , . ..,.- .. :� . . .. � . N � � . � � � . . � . � . . . . . . � � � � . . � . � � . �.. , . � . � � . . . . . . � . . . . . . � . , � . . ... ,. . . . r '.. � ..� . � �� � � . � . . � . � . . � . � . . . . � . � . . � . .: � � . . . , . . .. . . _ . . . � � cw.,� „ r . .. .... . .. ...� ....w.� . . . - , , _ ..W �.�f� . � � . � � � � � . . � . . . . . � . . . . . . . . _ j . . . . . . . � . . . . . . .. . . . ... . . � � . .� .. � . . . . � . � . � .. ; . . � . . . CO y= ` �I/27/i�.� �// — . �,. , r '` � 6.�7 ..-- =c_ _.,� �- , $ DRB SUBMITTAL 7/11 /05 � : , �� G o : , _ _._ :...,. _...: . ; �,_. f .: , .,_ , �. % Computer File Information Sheet Revisions BRIDGE IMPROVEMENT PR�JECT ' 0 ° Creation Date: Initials: DJ PrO�(�Ct NO.�COC�e � B O SKIER BRIDGE � � �ast Modification �ate: oc/22/o5 �n�tia�s; ��B O �;; I�(`��� �. No Revisions: FRAMING PLAN AND ELEVATION P05116 � n�voF vArL ,. q z Full Path: F:\2005\P051 16\drawings � cor,su��nNC ��iNEERS ,�oo eRawwA,r su� soo Designer: DJB Structur - DENVER, COLORADO 80290 (303) 620-0098 ReVISE�: f' � °� Drawing File Name: : FRAMINGSKI.DWG � CASCA�E �/�L�GE Detailer: EAB Numbers � . � � Acad Ver. Scale: Units: ENGLISH � M�R�P�L�TAN ��STR�CT Void: Sheet Subset: Subset. Sheets: SB06 of Sheet Number 0 : _�..�. _.. ,, � . . . . . � . � � � . � . � . . � . . y . . � � � � . . . . � . � . � � . �... �.. gi . � . � . . . � � � . . . . . . . � . . . . . . . . . � � . . . 2�, CL DIAPHRAGM POSITION � MEASURED RELATIVE TO TYP. LOWER ADJACENT BEAM � , $ �j8„ x 4„ H EAD E D IYP, I NT. d �. SPLICE ANCHOR STUDS, BEAM LEVEL, TYP. TYP. EXT. 4 SPA. 2�,� TYP. � BEAM � TYP. FLANGE 2�� � 3�� 4 N � � ° BOLTS o o � o ' a j o o � �� � o o I I o � ciV o 0 0 0 0 �� o 0 0 0 0 .. z o � cv c n � o � � r.. —_____ _____= JI L � � � ' � � ! 1 '-9" 20�_�,� � ,_g„ � „ � „ HCL AND CL BRIDGE 1 1 '—�» 9,_�» . CONCRETE SEALER � � � I #5 Q 6", TOP DEPTH VARIES, 8" TOP }�ND BOTTOM OF SLAB TO TOP OF �1RDER ._ 2" CLR. .02 FT./FT .02' FT./FT _ _ � � AT INTERSECTION OF � . . . . . . . . . . �, CENTERLINE OF GIRDER A '�. 1 " CLR. CENTERLINE OF BE�IRING � 6" SLAB o �3) #5, TYP. � EACH OVERHANG < �� C8� �5 �„ � �' BETWEEN GIRDERS ° (7� SPA. C� 6" �; , , , , = 3'-6" , HAUNCH QETAIL �; I ( I I I SCALE. 1 1/2" = 1 ,_0" . . � > . . . � . . . � � . . . � � . � � . � . � .. � � � � . . � . . � � . . � . � � � � � . � � � � � . �.. � a. . � . . . . . . . . . . . . .. . . . . . . . � � � ,_3�, 3�_6►, 4,_�„ 4�_$„ 4�_�,� � �_3�, � � � . . � J . � . . � � . . . . . . � � . .. . . . . . � . . . .. � . . . . . . . . . � TYPICAL SECTION 0 � ' S�ALE: 1/2" = 1 '-Q'> m � o � � m m � Q � � � . � � �, 0 O N � 82'-0" B.F. ABUT. 1 TO B.F. ABUT. 2 . � ° ° � �-0�� CL BEARING 1 '-0" � � CL BEARING ABUT. 2 i ABUT. 1 " � � � _,_, G� — — - — — — — — — — — — — — � � � � ' ° G2 � — — — - - — - - _ - _ - — — X � F � I N �— 00 � �8) �5t -� - �" � HCL AND CL BRIDGE ' BETWEEN GIRDERS, � ° G3 BOTTOM OF SLAB � � — — — — — — — — — _ _ _�---- — — — � o — — - — — — — — — — — - — — _ � N �— I � i I � ',`� - - - - - _ G4 — — — — — — — — — � � o � (3 P #5, BOTTOM OF SLAB, � _� o0 � � � TY . EAGH OVERHANG W �= G� � — � — - — - - — — - — _ _ _ � �- � � � � ;,r, W -� 3" 163 S PA. C�? 6„ _ 8� �_6„ 3,� � � i �5 C� 6", TOP AND BOTT4M, TRANSVERSE � � � � .� � � � DE�K PLAN � � � , R : � � � � r�. = 1 —p � � SCALE: 3/16" ' " r , �t.�, ., � , ; < � �: � 6 , r r . � � � � � � � � � � � � � � t�� . _ _ w. . . e , .. , � _��� ��� � ��� � � � � � � � � � � � � - ° U � . � ; 27 65" �/ / . . : . �/�6�- - � � �..f r .�� Y� �:_ .��. t. . : .-__ �G DRB SUBMITTAL 7/11 /05 a ; Computer File Information Sheet Revisions BRIDGE IMPROVEMENT PROJECT ' � Pro�ect No./Code ° Creation Date: �n�t�a�s: ��B � SKIER BRIDGE � Last Mod�f�cation Date: 07/08/05 �n�t�ais: D�B O ,:; I�(��� ���'. ►vo Rev�s�ons: SUPERSTRUCTURE DETAILS P05� 16 $ 7�'WN DF YAIL � Full Path: F:\2005\P051 16 �drawin gs\SKIERDw gs (� _ coNSU�r�NC ENC�N�RS ,�oo �RO�wAY su�,� 80o D e s i g n e r: D J B S t r u c t u r e � z DENVER, COLORADO 80290 (303) 620-0098 R e V I S 2 d: 8 � Drawing File Name: TYPSECSKI.DWG 0 C/�SCA�E �/�L�GE Detailer: EAB Numbers � �6 Sheet Number � Acad Ver. Scale: Units: ENG�ISH n METROPOLITAN DISTRICT Vad. Sheet Subset: Subset Sheets: SB08 of 0 �;' p C5x9 A 1�► � _ 1— � TYP W5x 16 OR 2 , — — ��4 WT5x6 t=��- m N � I I 2��� 2�„ � \ � � / W5x 16 TYP. �° 4 4 � '�°° FIBERBOARD E C ) cv m I � NOT SHOWN � `=�d- � � FOR CLARITY � � Y�a- PLATE `�' .. � (�p) ��! � � I � i / I 6„ � „ R � I \ Wf5x6 � I (TYP). � �„ 6„ � �„ 2 2 I � � I 3/a" PAINTED MEDIUM DENSITY J � � ( FIBERBOARD � \ � / B (REMOVABLE) � � A PANEL CONNECTION B PANEL CONNECTION PANEL C�NNECTION c ( ( SCALE: 3" = 1'-0" SCALE: 3�, _ � •—C?" SCALE: 3" = 1 '-0" � ( � � I I \ � � I I ! � � W5 C5 C5 � � � � � � � � I \ ` I � — � � � ^ � �cv VU"f 5 , ., � � I � � _ � o;� o COPE ° i� I � � � � �( �� FI�INGE � L3x3x 1 /4 L3x3x 1/4 cv AND � I � � I STEM � � lYP � 3�s" PLATE 1 „ � 1„ 2�» � 1 » /„ a � Y4 Y4 � 4 4 Z 4 s � BOLT ��q. v, C IN 3�6» � � � TOP OF CONCRETE C5x9 � HOLE (TYP) > . . D . . . . . . . . . . � . . � . � . . . . � . . . . . . . "�' DECK � � � J — — � CHANNEL C4NNECTION E TEE CtJNNECTION � `° SCALE. 3" = 1 ,-0„ SCALE: 3» = 1 ,_�» � � � � � � � � ,_0„ � ,_O„ � m � 4,_O„ 4,_Q,, � � � �� � � � 8,_�„ � � ( I � 0 � ° TYPICAL PANEL �� � � � SCALE: 1 » _ � ,_0» � ' I I 0 . �� ( � � � � � � � � _ � �� TYPICAL SECTION � r SCALE: 1 �, _ � ,_p„ : X � � : � � � � � � . � L... . . . � . . � � . . . � . . � . . . . � . . . . . . . . .. � � �. � . . . . � . . � . � . . . . . . . . � . . � . . U . . . . � . . � � � � . � . . . � . � . � . . � � . . . . . . . . �.. . � . I . .. .. . . . � . . . � . � . . . . . . . . � . � . . . . . . . � � � ,, . � � . . . � . � . . . . � . � . . � . . . . ' . � � . . � . . . . . . . . . . : . . . � . � � � . . . . . . � . . � � . . � . . � . � . �� . � . � . . � . . . � . . . . � . � . . . . . z .. � . . � . � � . . � � . � . � � � � � . � . . . . . � . . . . . � . . .. . . ' � W � . . � � . . .. . . . . . . � . .. . � . . . � . . . . . .. . � � . W . . � . . � . . . � . � � � � � . . � . � . . . . � . � . � � �. � . . . . . . . . . . �,., � � . . . . . . . . � � . . . . . . . . . � . . . . . . . . . . . U � � � . . . . � � . � . � . . � � � � . � � � . . � � . � � . � ��.. . .� . . . . � � � � � . . � . . � . . � . �. . . . . . . . . '.. . . � � .. . . . � � . . . � . . . . � . . . . . . . � . . . � . . . .. . . . . . . . . . � � . . � . . � . .�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. � . .. .. . . . . . . . . . . . . . . . . . . � . . . . . . . '�. . � � � . � . � � . � � . . . . . . � . . . . . . � � � . � � � . . . .. .'�. .. . .. � . . � � . . . . .. . . .. . � �. . . � � . . � . � . . � . . . � . W . . . . . . . . � . . . . . . . . . . . � . . . � . � . . � . . . . � . � . . . � . . . � . � � � � . � . � � . � � � . � !' � � . � . . . . . . . � . � . . . � : � � . � � . . . . . .. . .�� . . . . . � . . � � . � . � � . . . . � . . � � � � . .. � � � . . . . � . � . . � . � . . . � � . . . � . . . . . . . .. � . . . . . . . . . . . . . . � . . . . . . . . . � . � � . . . . . . . . . . . . . . . . . . . . . . . . � ����. . '� . � . . . . . � .. . . . . . . . : � � � . . . � . . ,.. . . � . . � . . . . . . � . . � . . . � � . . . . . . . . .. . . . . . � L � . � . � � . . � . . . . � . . � � . . . . . � � . . . . . . . . . . � . . . . � � � . . � � � . . � � � �/� . . . . . � . . � . . . . . . � . . . . . . . a.6 =t . . . . . . . . � . . ' -.. � . . . � . . . � � . . . . . . . . . � . . � a .> . .i ���..-. � �.� , .v x P� .,. . . . . . .. . �. 6 � . . . . . . . . � � . . � . . . . . . .. . . � . . . . r _ . . . � . . . � � . . . � . . . . . . . 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(�,2�/� E/3,6.� � �- �� : _ . �� , DRB SUBMITTAL 7/11 /05 � _ 0 � Computer File Information Sheet Revisions BRIDGE IMPR�VEMENT PROJECT ' � Pro�ect No./Code ° Creat�on Date: 6/23/05 �n�tials: ��B O S K I E R B R I D G E N � `� �ast Modification �ate: � s o5 �nitia�s: GEM O .:; T � ��+ No Revisions: SNOW SCREEN DETAILS P05116 � / / 7�WN OF YAIL .I�../� �Vl... ` � Full Path: F:\2005\P05116\drawings\SKIERDwgs 0 coHSU��HG �r,c�N�s ,�oo sROAUwn,r su� soo Des�gner: SCB Structur ° z DENVER. COLORADO 80290 (303) 620-0098 R2YIS@�: ' Drawing File Name: SCREEN.DWG 0 �/�SCA�E �/�L�GE Detailer: EAB Numbers � � .� � ° Acad Ver. 200� Scale: AS NOTED Units: ENGLISH � M�ROP�L�Ti4N ��STf��CT Void: Sheet Subset: Subset Sheets: SB09 of Sheet Number 0 , .. __�_.,.. .�_._�_ _ _. _-� , � B . � . . � .. . � . . . . . . . . . � . � . . . � . . . . . . . . . . . . .'.. . 8 . . . . . . . . . . � . . .. . . . . . � . . . . . . . � . . . � . ''.. � e. . . . . . . . � � . . . . . . . . . . .. . . . . . � . . . . . . . . . . . . . . . ,. 5„� STANDARD � g 6►� 24'-9" 36'—C" 24�_9„ 6�. PIPE RAIL (5 i5'� O.D.) � � C.L. BEARING G.L. CONST. JOINT ,� C.L. CONST. JOINT C.L. BEARING — 2}_O„ 1��,s� STANDARD 2'-9" 10'-0" 10�_�» 2'-0" 8'-0" 10'_p» 10�_��, 8'-�" 10�_p�, ��,_��, 2�_9 � � PIPE POST � I I GALVANIZED �o , t4� #� � , � I I 3�,� STANDARD - - PIPE SLEEVE (6" LONG) � GROUT POSTS W/ � I I � GROUT HRINK #5 Ca? 1 '-0" N � o � � - � RADIUS = 83'-6" 292,_�y8„ �. � �_6�� ��_6„ 86'-6" : Y2»x6"xCONT. EMBED �„ � GEOMETRY P�a-rE w/ 5����X4-" �2 , » z X � SCALE: 3/16" = 1 '—�" H.A.S. � 1 ,_6,. 1 —6 W � � i 1��� Q � � � ] � w� 0 � � ° N � �6) #� 0 � _ {-� �, _ � 0 � � � �_9» � , � , 6 � 7f . . . . . . . . . �. . . . . . � . . . . � . . . . 6 6�, � 24,_9„ 36,_0„ 24,_9„ GEaMETRY REINFORCING . . J� A B . . . � . . . . . . . . . . . . . . . . � . . . . . . � . . . � . . C.L. BEARING C.L. CONST. JOINT g C.L. CONST. JOINT C.L. BEARING SCALE: 3/4" = 1 '-4" SCALE: 3/4„ = 1 '_0" � � ,� „ ,, — „ „ �, ° 2SPA. C�} 6 2SPA. C�? 6 2SPA. C�36 2SPA. C�? 6 2SPA. � 6 2SPA. C� 6 � � 3„� SPACED C�? 1 ,_6„ � � SPACED C� 1 �_6,� � � SPACED � 1 '-6» � ' STIRRUP m �, ,, m 9� � �, � „ a �, � „ SPACING � � -3 � -3 � -3 � -3 � � � � � � REBAR COUPLER � � .. � (2) #5 x 2� � DAYTON/RICHMOND BAR—LOCK o Ca? 1 �_�» � ' � COUPLER OR ENGINEER � o � � APPROVED ALTERNATE (MIN. � � � 125� YIELD CAPACIlY) � � � 0 � C RADIUS = ' o � ° 292,_�y$» w � � 83,_6» � � � � �_6» � �_6,� � � 86,_6„ :o � �� � � _ � REINFC�RCING `� � SCALE: 3/16» = 1 '-0» � ��„ � 2 � � � � � � � L � . . � . � � � . . . . . . . . . . . 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No Revisions: ARCH F'ACADE DETAILS P05116 � Full Path: F:\2005\P051 16\drawings�SKIERDwgs � T�OF YAIL coNSU�nNC �ciNe�s »oo eRawwnY su� soo Designer: SCB Structur � z DENVER, COLORADO 80290 (303) 620-0098 R@VIS@�: � °� Drawing File Name: ARCH.DWG � C/�►S�A�E �/�L�GE Detailer: EAB Numbers � .� � o Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH � M�ROP�L�TI�N ��STR�CT Void: Sheet Subset: Subset Sheets: SB10 of Sheet Number / , . � / � CONTROL POINT COORDINATE TABLE , / / - /� ° PNT. N0. NORTHING EASTING ELEVATION CONTROL POINT DESCRIPTION SURVEYOR S NOTES � / - . r / � ° 1 1658665.63 2746489.72 8018.69' MAGNAIL �. DATE OF SURVEY: MAY 5, 2oos � � / , . / Z � G 'rJ$�JZ�J.9G Z746q-6C.ZJ� BOZ� .40� MAGNAIL 2. BASIS OF BEARING: BEARINGS ARE BASED ON STATE PLANE COORDINATES, COLORADO CENTRAL ZONE. � � / $ � MORE SPECIFICALLYc N09'32'S9". 141.63' BETWEEN "CP COLD STREAM ° AND "CP MILLRACE° AS SHOWN 3 1658310.52 2746191 .49 — 5/8 REBAR WITH WHITE PI�4STIC C,�P � . / .� � HEREON. � , � � / 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFlT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT � • � / NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. ` / � / • / / / 4. BASIS OF ELEVATIONS: HARN CONTROL PDINT "SPRADDLE", ELEVATION = 8287.82 (NAVD 88). / / ' / 6. A BOUNDARY SURVEY OF THE SUBJECT PROPERTY HAS NOT BEEN PERFORMED. � - / � � / / / . SURVEYOR'S CERTIFICATE / � / � / � 2 O 1 1 Dana B. Spigener a Registered Professional Land Surveyor in the Stote of Colorodo / � = C�NTR��- P��NT do hereby certify that this Survey is true and accurate to the best of my knowledge, � . / � / information and belief, and that said survey is in accordance with applicable standards j � / - � / 6 at the time of the survey. This certificate is not a guaranty or warronty, either � expressed or implied. � � � / � / / / � � . � ` / / / °o Dana B. 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No Revisions: �N�$C�►PE P�►N Pd�J� � 6 � T�'WN OF YAI� ' ° Full Path: F:\20�5\P051 16\DRAWINGS\ (�} coNSU�T�r,c ENC�N�s 1700 BROADWAY surrE soo Designer: BJK Structure � z DENVER, COLORADO 80290 �so3� s2o-ooss Revise�: Numbers ° � Drawing File Name: WHLANDSCAPE.DWG � �ASC/��E �/�L�GE Detailer: EAB � �� � o Acad Ver. 2000 Sca1e: AS NOTED Units: ENGLISH (� �1/1ETR�POL��AiN ��STR�CT Void: Sheet Subset: BRIDGE Subset Sheets: WC44 of Sheet Number _w_ _ .,,s � , � � � GENERAL NaTES � ALL WORK SHALL BE DONE ACCORDING TO THE STANDARD SPECIFICATIONS FGR PLAN DIMENSIONS AND DETAILS RELATIVE TO THE EXISTING STRUCTURE ARE NOT � ROAD AND BRIDGE CONSTRUCTION OR THE DEPARTMENT OF TRANSPORTATION, GUARANTEED TO BE ACCURATE OR ALL WCLUSIVE. IT SHALL BE THE , STATE OF COLORADO, 1999, APPLICABLE TO THE PROJECT. CONTRACTOR'S RESPONSIBIUTY TO FIELD VERIFY SUCH DIMENSIONS AND DETAILS � AND MAKE NECESSARY APPROVED ADJUSTMENTS PRIOR TO ALL CONSTRUCTION OR EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SH.4LL ORDERING OF MATERIALS. SUCH VARIATION SHALL NOT BE CAUSE FOR BE 1N ACCORDANCE WITH M-206-2 FOR BRIDGES. ALL STRUCTURE BACKFILL, ADDITIONAL COMPENSATION FOR A CHANGE IN THE SCOPE OF WORK. HOWEVER, ON-SITE MATERIALS OR OTHER, MUST MEET CLASS 1 REQUIREMENTS. THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AND MECHANICALLY STABIUZED BACKFILL AND DRAINAGE SYSTEM BEHIND ABUTMENTS IS COMPLETED AT THE UNIT PRICE FOR THE WORK. NOT REQUIRED. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M--213. LOCATiON OF UNDERGROUND UTILITIES IS NOT GUARANTEED TQ BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN STONE VENEER, STAINED CONCRETE, AND OTHER ARCHITECTURAL TREATMENTS DETERMINATION AS T0 THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS WILL BE REQUIRED ON EXPOSED CONCRETE SURFACES, AS SHOWN ON THE MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACT�R SHALL PLANS AND IN ACC�RDANCE WITH THE SPECIAL PROVISIONS. CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1 —$00-922-1987 � ALL OTHER EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR T0 ANY � EXCAVATION OR OTHER EARTHWORK. FINISH TO ONE FOOT BELOW THE GROUND LINE. � THE FOLLOWING STRUCTURAL STEEL SHALL BE AASHTO M-183 (ASTM A-36): � BEARING PLATES, BEARING DEVICES AND BRIDGE RAILING. N �1' . , � LEVELING PADS ARE UNLAMINATED BEARINGS. THEY SHALL BE CUT OR MOLD_D a FROM AASHTO ELASTOMER GRADE 3, 4, OR 5 AS DESCRIBED IN TABLES 705-1 DESIGN DATA ° AND 705-2 WITH A DUROMETER (SHORE „A„} HARDNESS OF 60. � AASHTO, STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17th � GRADE 60 REINFORCING STEEL IS REQUIRED. EDITION WITH CURRENT INTERIMS Q � ALL REINFORCING STEEL SHALL BE EPDXY COATED UNLESS 4THERWISE N(JTEC�. DESIGN METHOD: LOAD FACTOR DESIGN � a �, NO DENOTES NON COATED REINFORCING STEEL. LIVE LOAD: 85 PSF PEDESTRIAN LOAD � AASHTO H-5 UTILITY VEHICLE � THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR EPDXY -� COATED REINFORCING BARS P1�10ED 1N ACCORDANCE WITH SUBSECTION 602.(J5. DEAD LOAD: ASSUMES 5 LBS. PER SQ. FT. FOR FUTURE UTILITIES ' ° THESE SPLICE CENGTHS SHALL BE 1NCREASED BY 25� FOR BARS SPACED AT � LESS THAN 6" ON CENTER. REINFORCED CONCRETE: � � T BAR SIZE #4 #5 #6 #7 #8 �9 #10 #11 CLASS B CONCRETE: f'� = 3,000 psi � � CLASS D CONCRETE: f'c = 4,500 psi � SPLICE LENGTH FOR � , „ , „ � ,� � ,� � �, , „ , �, , „ REINF�RCING STEEL: fy = 60,000 psi � � CLASS B CONCRETE 1 -3 1 -6 2 -0 2 -8 4 -6 5 -8 7 --3 8 -1 1 , STRUCTURAL STEEL: �, SPUCE LENGTH FOR � � o , „ , „ , » , ,> , ,> > „ , „ , „ N CLASS D CONCRETE 1 -3 1 -6 1 -1 � 2 -2 3 -8 4 -8 5 --1 1 7 -3 AASHTO M-183 (ASTM A-36) Fy = 36,�00 � ' � WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPDXY COATED REINFORCEMENT � o FOR BLACK REINFORCING BARS, THE MINIMUM LAP SPLICE SHALL BE AS ��= DESCRIBED ABOVE. � ° � THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK `� REINFORCING BARS PLACED IN AGCORDANCE WITH SUBSECTION 6Q2.06. THESE � �L SPUCE LENGTHS SHALL BE INCREASED BY 25� FOR BARS SPACED AT LESS � ; THAN 6" ` ON CENTER. X BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 � SPLICE LENGTH FOR � � �, � » , „ a » , „ , „ , �, , ,� � CLASS B CONCRETE 1 —p 1 -4 1 —g 2 -3 3 -0 3 -1 tJ 4 -10 5 -11 � � � � SPLICE LENGTH FOR � > » > » > » � �: � �, � » � ►, > » , CLASS D CONCRETE 1 -0 1 -4 1 -7 1 -10 2 -5 3 -1 3 -11 4 -10 , � � THE ABOVE SPLICE LENGTHS SHALL BE 1NCREASED BY 20 PERCENT FOR 3 BAR ° BUNDLES AND 33 PERCENT FOR 4 BAR BUNDLES. z z W � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE _ � DURING CONSTRUCTION. � � > � E.F. = EAC H FAC E � � F.F. = FAR FACE i N.F. = NEAR FACE � � •� CROSS REFERENCE DRAWING NUMBER �� (IF BLANK, REFERENCE IS TO SAME SHEET) u �, . ` -�� m B $ o . . � �. P ;; F -SECTION� O.R.._._.DETAIL IDENTIFICATION � . . ,, a o r.,s �. � r �E . � _ � ..�.,.r � � ° ,��2��6s' _ � � ��3/63 � � � . s a . _ �;�, gG ._. DRB SUBMITTAL 7/11 /05 ' _ . , ,f3G. 0 � � Computer File Information Sheet Revisions � r BRIDGE IMPROVEMENTS PROJECT Pro'ect No. C o ,s Const ucted J � ode i Creation Date: 06/� 4/05 In�t�a�s: M�M U WESTHAVEN DRIVE BRIDGE � Last Modification Date: o6/os/o5 �n�t�a�s: M�M O ',; \�- �y�-� No ReY�s�ons: GENERAL INFORMATION PU5116 � � 7IOWNOF Y.AI� 1�C.��.�IU� �V�.:,. z Full Path: F:�20�5�P051 16\DRAWINGS� a coNSU�Twc ENC�r,EERS ,�oo eROaowaY su�� soo Designer: MJM Structure � � ��vER, co�owwa sozsa �303� szo-ooss Revised: Numbers � Drawing File Name: WHGENINFO.DWG � C/�SCA�E �/�L�GE Detailer: MJM � .� ° Acad Ver. 2040 Scale: AS NOTED Units: ENGLISH � METf��PaL�Ti�N ��STR�CT Void: Sheet Subset: BRIDGE Subset Sheets: WB01 of Sheet Number � o ; � ,. : . ;. � ,. . , � � ,.-, � PROPOSED ARCH � . ,� *-:. �:.� / � °_ . � PROTECT AND .� ./ : : PROPOSED '� ,; = � , � s AVE.'�EXISTING./' / . : - STONE PILASTER : "� ,� � ` / ��"� ' � FACADE WITH STON.C� �`° � . ,x� : . . . ; - �''`� � ' FIR �'REE � / :` AT P1ER, TYP. 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FTG. � � � � � � � � .�. , _ � � � � � ��� � � � � � � �� � � � � � � � � � � � � � � ELEVATION�� � � � � � � � � � TYPICAL � SECTI�ON� �� � � � � � _ ��� `�� � , � s/3/� DRB SUBMITTAL 7 11 05 � � � � _ g�-. _ 0 � ' Computer File Information Sheet Revisions BRIDGE IMPRQVEMENTS PRQJECT Pro'ect No. `� As Constructed � /Code a i Creation Date: o�/� /05 �n�t�a�s: MJM O WESTHAVEN DRIVE BRIDGE ,� .. P05116 � � Last Modification Date: 07/1 /05 lnitials: MJM (� .'' I����.�U�..J, ��I�..-• No Revisions: P�ER 2 �ETA►�L$ Full Path: F: 2005 P051 16 DRAWINGS �� � V��1� OFY�L CONSULTING ENGINEERS 1700 BROADWAY su�,� soo Desi ner: MJM ° � � � � 9 Structure z o�uvER, co�owwo so2so �sos� s2o-ooss Revised: Numbers � °' Drawing File Name: WHPIER2DET.DWG (� CASCA�E �/�L�GE Detailer: MJM � -� ° ° Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH 0 METf�OP�L�TAN ��STR�CT Void: Sheet Subset: BRIDGE Subset Sheets: WB07 of Sheet Number 0 1` � , , `� = 5"s� STAN DAR D PIPE RAIL {5 9/s" O.D.} r 1�"� STANDARD _ DIM. A PIPE PQST e START PANEL END PANEL � 1 �,_pr, O.C. MAX � GALVANIZED 3"sb STAN DAR D CO • I I I I • g PIPE SLEEVE II II � � 2� _ (6" LONG} � � � • o GROUT POSTS W/ w � PLUMB PLUMB NON—SHRINK � � (9) #8 � EQ, SPA. ��N= GROUT � PARALLEL TO TOP ao c� � I W i� � � °° LEVEL a' � � � SPRING UNE LEVEL � • I r� • • ��2 C�2 Y2,�x6"xCONT. EMBED � B DIM. C p PLATE W/ 5/�"�x4" � ,_�►, • • N H.A.S. C� 1 '-6" � N � � � � ° TYPICAL ELEVATION ° � � (3) #8 � � _ { PARALLEL TO ARCH �, CURVE 0 -� � ,_Q„ � � � > � � � GE�METRY REINFORCING � . D � . . .. . � . � � � � � . � . . � . . . �.��. ' . J �. . . � . . � � . . . . . .. . . .. . . . � . . . . . . . . . . . . . , O —� � U � � N . . . . . . . . � . . . . . . � . �.,. . . . . � . . . . . � . . .. . . . � . . . � . . . � . . � � . � � � � . . � � � . '�,.. � . . . . � � . . . . � � . . . .''�.. ` �, PANEL DIMENSIONS m � � . Q � LOCATION START PANEL END PANEL DIMENSION A DIMENSION B DIMENSION C DIMENSION D N � ' EAST ABUT 1 PIER 2 � 0 0 N EAST PIER 2 ABUT 3 � � " � WEST ABUT 1 PIER 2 0 s � � WEST PIER 2 ABUT 3 � � � � �. � : �� � � � X � � � �. � v � � � � i � � -� � W 0 _ � � Q _ � � � � > � � � � � � � � � � �� � L . � � � � � . � � � . . . � � � . . . . �., . . . � . . . � � . . . . . � . � � � . � . � . � . � ����.. . � � � . � . . . . � ...M {. _ k ` � . . . � . � . � . .. � . . � . . . � � � � � � . � . . . . a , .., t . Lµ., ,.k.,.�:. . . � � . . '. . . a . . . . . . . . . . . � . . . � � � � . � � � � � . � � �: � . � � . . . � . . � . . . � .� � . .. . . . . ... . . . . . . . . . . r ; . . � . . . � . . . � . � � � . . . � s� ,� �' . . . . . � � � � . . . . . . . � � . � � . � . � . _. �. . . �n .� � , :. � . � .. , .. . . . . '�.. � . . .. � .. . . . . . . . .� -a � . .,. u ' r .. . . . . . ... � � � � � . � . � . � � . � � . . � � . � . . � � �..�, , ., . , .. . ,. . "s� ,...» � ., �..,a...,e . ,,. . . � � - � � . � �. ... . � � . � . � . . . . . . � . . . . � . . � �. C� � � . 4�i��s� ... .... .. .... . .g�3�as� `� DRB SUBMITTAL 7/1 1 /05 � � . . . �� � ..(�G � � � � � � � � � � � � � �� � s�� ,..� ��. <� , .. _ . _. _� _ � T .,. . � 0 � ' Computer File (nformatian Sheet Revisions A n r BRIDGE IMPROVEMENTS PROJECT Pro'ect No. Code o s Co st ucted J � � creat�on �ate: 06/� 6/05 �n�t�a�s: M�M O WESTHAVEN DRIVE BRIDGE . � L�st Mod���cat�on Date: 09/09/05 �n�t»�s: M�M C� '.;; T( y��7 r-� �+��+ No Rev�s�ons: ARCH FACADE DETAILS {1 OF 2� P05116 , � 7YJ�1V OF YAIL LI���J.V�J� llVL,-• . ° Full Path: F:\2005�P051 16�DRAWINGS\Westhaven � coNSU�TiNC �vciNEERS ,�oa eRO,a�waY sui� soo Designer: MJM Structure ` 8 z ��vER, co�owwo so2so �303� s2o—ooss Revised: il r• M M Numbers °' Drawing File Name: WHARCHDET1 .DWG �� CASCA�E �/�L�GE Deta e . J � •3 ° ° Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH (� �ETR�P�L1T/�N ��STR�CT Void: Sheet Subset: BRiDGE Subset Sheets: Ur1B08 of Sheet Number 0 . $ � � . . . . . . .. . . . . . . . . . �� . . � � �. e � 104,_2„� END TO END DECK (ALONG CL) s � 57,_9,�f, SPAN 1 46,_5»f, SPAN 2 � CL ABUT 1 CL PIER 2 CL ABUT 3 BRG. 4 � 6», LONGITUDINAL CONT, EXCEPT � FAN 8— 4 � � ( # BRG. SPLICE W/ �5 BARS AT PIER} � I , a � °�o � � C� GIRDERS & � o � SIDEWALK i ��''° _ � �I o — G 1 — - — - - — — �—�---�- - - — ,--�,— — G2 — - - - — - — — END OF � � � 1 � � I � � _ DECK o � END �F � ' DECK � M #5 � 25�_0,� � 6" O.C. (QVER PIER) � ,_3„ MIN. LAP, TYP. � SPLICE W/ �4 BARS, STAGGER AS SHOWN � 10,_�,, 15'-0" � a N 3" #4 � 8" O.C., TRANSVERSE � ,_��,� � � � 0 � S LAB P LAN � � .� � �•---- `� � ~�, r � � � � . . . J � . . . . . . . . . . . . � . . � � � � � . � � � . . . � . . � � � � . . . . . � . � � . '�.. . � . � . . . � � � � . � . . . . . . . � . � � . . . . . � � � . � � � .. . � � . � . . .� � . � . � � STAIN. STEEL o SLIDING STAINLESS -� Y4x 1Y4 BAR � STEEL PL Y4x7 W/ � 1 "� 6'-1 "f SIDEWALK 2" W/ �6" BEVEL � „ 3�» Y$" BEVEL AT FREE EDGE � WEST EDGE OF SEE STEEL A 4 ° °' EXIST. BRIDGE 3/6 3/� � RAIL DETAILS 9 Q 3/6 �/6 r � � 6„x 16" CONT. e � CAPSTONE , . o A,a; Y... , ABUT. � �.� , � . , i DECK SLAB � N r BAC KWALL : .. � . . . . � . . � . . . ...,, ...._t i . . � . . .. . . � . . . . . . . . . f. . , � . . /� . . . . .. . � . � . � . � � . . � . . . .�. . . . � . � .. �. � . � . . � � . . . . � . � � . . � . � . . ', / . / ., �, . . � . ,. Z . . . � : • . � .. CONC. ARCH FACADE W/ ' � _ ° � ,.. ' `� STONE VENEER, EA. SIDE, TYP. STAINLESS STEEL - ;� STONE VENEER C., y� ►, � o, SEE FACADE DETAILS EMBEDDED L4x3x3/$ � . � , ST�INLESS STEEL � �; APPLIED TO EXIST. r� #4 � 8 � W/ 5/8"x4" ANCHORS � . a EMBEDDED L3x3�/$ �= AT 9 O.C. „ � CONC. BARRIER, TYP. "� �► W/ �/"x4" ANCHORS � AT 9 O.C. � �� °� � � EXPANSION JOINT DETAIL � Ex�sT. � � : .. � � ROADWAY r c•,i � 2.0% r �. ....... .....�. . ....,... . - — � ` � - SLQPE JOINT MEMBERS TO MATCH BRIDGE PROFILE GRADE. � GRADE � � � � i � • • • � � � • • • • • •-IN ; " � � � DECK ANGLE AND SLIDING PLATE SHALL EXTEND FROM EDGE TO EDGE OF �' _: . Y_w.��.: .,.�M...,.W.,.I��..�:,,.�� , � ` DECK SLAB. BACKWALL ANGLE AND BAR SHALL EXTEND FULL LENGTH OF � ; � � NC�TES INSIDE FACE OF ABUTMENT BACKWALL, (1 " BEYOND EACH EDGE OF DECK). � � L . � .... ... . .. : .:: . � • . . ' � -� CUT ENDS OF MEMBERS T0 MATCH SKEW AT EACH ABUTMENT. , » .... �._. ..� t..,,,.. .� ._., .�.. .;..H �. .�_. ., ..M ,..... . ;,..� .M�: ... .. , :..�..�._� #4 � �, ' (SPLICE W/ 1 . SLAB THICKNESS SHALL BE UNIFORM QVER FULL LENGTH OF GIRDERS. (NO °' � � VARIATION REQUIRED FOR GIRDER CAMBER OR DEFLECTION. � #5 OVER PIER} -� f ) � STRUCTURE �,A„ INCHES W � APPLY CONCRETE SEALER T0 I 2. CONGRETE SLAB SHALL RECEIVE A FINAL LONGITUDINAL BROOM FINISH. TEMPERATURE � QEG. F ABUT. 1 ABUT. 3 � SIDE AND UNDERSIDE OF � � 3. CONCRETE SEALER SHALL BE APPLIED TO TOP OF CONCRETE SLAB AND EXISTING BRIDGE QVERHANG 30 �13�6 ��Y6 �. ABUTMENT BACKWALLS. CONCRETE SEALER SHALL ALSO BE APPUED TO � � 3 OVERHANG OF EXISTING BRIDGE AS INDICATED IN THE TYPICAL SECTION. 40 13/4 1��6 o w " ' � 50 1��� 1�/8 � + ] CONT. � ` 1 CL GIRDER —� QUOINING 64 1�Y6 15/8 �, ... �, .� SEE DOUBLE TEE 3'-1 ,� 3,_� „ 7Q �5j8 �s/6 a � � GIRDER DETAILS 8p 19/� 1s/6 . � , �,u r � °' ��, 6,_2„ OUT 10 OUT 1 " � � �. ; K e.: �0 19/s 1�2 �. � . � � � . .� .� .�� . `�d . . 100 '1Y2 1Y2 � n TYPIC�4L SECTION ��� � �£- � � �� � . � a = µ �.um. �a � �� � . �.. . � . � �.us :� �/Z�/y-.. �. . . . , ... . � LOOKING SOUTH :B�3�bs� �- � � - DRB SUBMITTAL 7/11 /05 � � �� �� ;��: B� � .�, . .��,� ...� _ _ _.:._ . ,.. . � . �.. � , IIb ,.__ .. . ;, � Q Computer File Information Sheet Revisions BRIDGE IMPRQVEMENTS PROJECT P ' o As Constructed ro�ect No./Code � creat�on �ate: o�/� /o� �n�t�a�s: M�M C� WESTHAVEN DRIVE BRIDGE .. � � Last Modification Date: o�/� /05 �n�t;a�s: M�M O .:; - � ��-�+ No Rev�s�ons: SUPERSTRUCTURE DETAILS P05116 � - TY1W11�OFYAIL �--� �V�• z Fulf Path: F:\2005\P051 16\DRAWINGS\ � coNSp�vE,ECOLORADO so2so �o�jWS o-oo s 800 Revised: Designer: MJM Structure � � �, Numbers � Drawing File Name: WHSUPERDET.DWG � �ASG/��E �/�L�GE Detailer: MJM � ° Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH � �1/�ETf��P�L�TAN ��STR�CT Void: Sheet Subset: BRIDGE Subs�t Sheets: WB10 of Sheet Number 0 ----------- �__ . _ _ .�. , __. __ � CL PIER 2 e � CL BACK BRG. � � � CL AHEAD BRG. � CL ABUT. 1 BRG. W W CL ABUT. 3 BRG. � � � � � � END 4F o 3/4" THREADED � - � INSERTS, TYP. � � m � m GIRDER FLG. � � cn I v � v � v � / / END OF DECK � � END OF -I- - - - - - - - - - o Y Y o - - - - - -- - - - - - - - - - --i- END OF � o - - - - - - - - - - - - - -� -i - - - - - - - GIRDER FLG., BF ABUT. 1 - - � w W � - - - � DECK c� � _ - _ /J- � _ _ TYP. � � o o � - - - - - -- - - - - - - � o c� - - - - - - - - - - �- - - - - - - - - - � - �- ,j- - - - - - - - - J �- �-- J /�� 3/4" THREADED � � o o c� �� 3/4„ THREADED � � /i i > i/ � INSERTS, TYP. � _ INSERTS, TYP. Q o /� � � � � _ �- _ _ � � �. o _ _ � � � _ _ i fi i i _ � ~ ~ � � ~ � o o /� #4 TYP. o �'i � i i/ KEY, SEE PIER DETS. #4 TYP. � �(- - - - - - - - - N N � � - - - - - - -- � .. �j / / / w) ( � N - - - - - /— �— / - - - - - - - - - - - - - - �r � END OF - -I- - - - - - - - - - � � f - - - - - �7 �` - BF ABUT. 3 co - - - - - - -7 GIRDER FLG. � � � �...._ � .�..,.. v. :..,., . �.., o �.......�..,. �.u, _ � . ..� . ., _ a � ,� y _.. o _....... .. � .. .w . ... „��,.�_ ._�._.. . .�. N ,� � , � � �/q,o �>>, Q/qA ��a,, #4 TYP. � o A � �_� » 'AqG, �TF`� �9 h'�A,�c �� �- SEE EXP. DIAPHRAGM � ��"��O � ; JT. DETS. S � � , -� P LAN — AB UT. 1 �IAP H RAG M - P LAN - AB UT. 3 DIAPHRAGM PLAN — PIER 2 DIAPHRAGM r � � . .. J � � . . .. . . � . . . � � . � . . . � � � � . . . . . . � . . . � I��. . .�. . � .. . . � . : . . . . . . . � . . . . . . . . � . � .. � . . . . . . . . . . . . � � . � . . . . . 6 � . . . . . . . � . . � � � � � � � . � � � � . � � � � � . . � � . � . � � � . . � . .� . . � . . . . . . . � � . . . . . � � . . . . � . � � . � . � . � . . � . � . � � � � � . O . -6 � . . . � � �. . .� � . � � . . . . � . . . . . . . � U . . . . � . . . . . .. � . � . . . � . . . . . � . . .. . . . � . � � � � � . � . � . . � � . . . . . � � .� . . � . � . � . . � � . . . . . . � . . . � � � � . . � . .: . . � . . . . � . � . .. . �,. . � � . � . � . . � . . . � . . . � . � . . . . . � . � . . � . . . . . .. . �� � � � � . � . . . . � � . � � . � � . . . . . � . . . I. . . T . . . � . � � . . �� � .. . . .. . . . � . . . . . . . . . . � . � . . � . . � . . � � � � � � . � . � . . � . � �. � m � � � � . � � .. � . . . .. . . . . . . . . . � � . . . . . . . . ,. � �� . � .. . � . . . . . . � �. � � . � � � � � � � � � � � . � . � . � � � � . . �. . . . . . � � . . � �. � . . : ��... .. � � . .. . . . � . . . . . � . . � . . - . . � . . . . � � . . . � . . . . . . . . � . . . ,.. . , � �� � � � � � � � � . � � � � � � . �. � . . � . � . . . . . . . . . . � � . . � . � . . � . '�,. . �7 � . . . . . � . . . � � � . . � . . . � . � . . . . . . � . � . ,���. d' , � I � �6 x 1 ,_4„ THREADED � CL PIER � GIRDER �4 C�7 10"f BARS W/ NSERTS, � N FLANGE TYP. EA. UIEB � � � � #4 � (BEYOND} a � 2-�6 SLAB REINF. .� GIRDER #4 C� � 0" #6 x 1 >_4„ THREADED 2��6 - �- SEE =XPANSION � FLANGE BARS W INSERTS, CL BRG. . . . . . . . . � z � I JOINT DETAILS ^ z � � ' (BEYOND) TYP. EA. WEB _ _ ~ 2-�6 POUR BA�KWALL � 2-�6 SI�B REINF, °° � - - - - - - - - - - - - - - - - -� �- � 3- �6 x 1 '-4" I I _ � L�NGIT. � � � AFfER ERECTION QF w ` . � � THREADED BARS • � � :r� � GIRDER � � z DECK AND GIRDER • • • • � z W i oo � - - - - - - - - - - - -- - - - oo � a � .�.' Wf INSERTS, I I REINF. �,. �_.,. � , „ - - J � TYP. EA. WEB . ► � v � 3 �6 x 1 -4 � � LONGIT. v m I I t 4-�6 BTWN. � THREADED BARS w .. • I � � GIRDER ,, (aj � � � � WEBS, E.F. ^ � o W/ INSERTS, REINF. o .. I I �� � I TYP. EA. WEB , I r���t-� � � � °' N 3-�6 BTWN. N � � PIER BRG. • N � � WEBS, E.F. N v SEAT - - - EXTEND (2} STRANDS - � FROM EA. WEB 2,_�„ � �4 TYP. AND BEND 1NT0 3�4,� EXPAN. JT. � ' W DIAPHRAGM I�ATERIAL ' 0 � KEY, SEE PIER DETS. 0 3 �� , ,� �7 DOWELS � � = BEARING DEVICES /4 LEVELING 7 x 4 -4 DOWELS � �6 BTWN. WEBS, BEARING DEVICE PADS � , �, ' CL BRGS. � (TYPE I) E.F. EXTEND 2 -2 ABOVE GAP 6 A 1 ,_1 „ (TYPE I) 3 ,� �� r � . , d # . ;� -� � A B U T. B R G. S E A T MAT EXPAN. JT. # � � _ 6„ 7,� �„ 6�, ERIAL 6 BTWN. WEBS, " � � SEE. EXP. E y . � JT. DETS. .F. , x ' � 2,_2,� � � � � � � � � � � � � �� � � � M� , , . � . . _. ��.� . .� . . �<. �.. G � � � � � , � "' �� ELEVATI�N - A6UTMENT DIAPHRAGM TYPI�AL SECTION — ABUTMENT DIAPHRAGM ° ELEVATIQN — PIER DIAPHRAGM �� � �� _ �/���� TYPICAL SECTION — PIER DIAPHRAGM � � � � �G o � . � - LOOKING SOUTH AND PARALLEL TO GIRDERS. ABUTMENT DIAPHRAGM SHALL BE POURED _ � > ;` �, NONOLITHICALLY WITH SLAB. LOOKING SOUTH AND PARALLEL TO GIRDERS. ' PIER DIAPHRAGM SHALL BE POURED ' � � ° PLACE #4 STIRRUPS PARALLEL T0 GIRDER, AND SPACE :; � MONOLITHICALLY WITH SLAB. V PLACE 4 STIRRUPS PARALLEL TO GIRDERS, AND SPACE ` "�� � � PERPENDICULAR TO GIRDER: # ' I PERPENDICULAR TO GIRDERS. .. .g/��'. . `° � ; _.r �b . DRB SUBMITTAL 7/1 1 /�5 � - , � � ' Computer File Information Sheet Revisions • ° As Constructed BRIDGE IMPROVEMENTS PROJECT Pro�ect Na./Code 0 i Creation Date: 07/1 /05 Initials: MJM � WESTHAVEN DRIVE BRIDGE ,� .. p �; Last Modification Date: 07/� /05 �n�t�a�s: M�M O '.;; I�(���� �. �vo Rev�s�ons: DIAPHRAGM DETAILS P05116 ° Full Path: F:�2005\P051 16\DRAWINGS� � 7�1�OF v�L coNSU�nNC ENCiNE�zs ,�oo BROa�wAY suirE 80o Designer: MJM Structure � z DENVER. COLORADO 80290 (303) 620-0098 ReVISB�: _ �' Drawing File Name: WHDIAPHDET.QWG 0 CASCA�E �/�L�GE Detailer: MJM Numbers _ •3 ° Acad Ver, 2�OD Scale: AS NOTED Units: ENGLISH 0 METR���L�TAN ��STR�CT Void: Sheet Subset: BRIDGE Subset Sheets: WB11 of Sheet Number � o � L (G� ) � (G2) N OTE � 6" 56'-6Y4"f CL T0 CL BRGS. 5" 5" 44'-1 1Y4"� CL TO CL ` BRGS. 5" All work necessary to fabricate and install the integral parts of the girder (including the intermediate diaphragms, if any, and leveling pads), as shown � e 112„ BLOCKOUT 102" BLOCKOUT 102" BLOCKOUT 10�,, BLOCKOUT � on the plans, shall be included in the bid price for Item No. 618, � � Prestressed Concrete Double Tee Girder. � � / cs�o When approved by the Engineer, a minimum of tack welding will be permitted � � on ASTM A706 uncoated reinforcing steel. � - - - - - - -- - - - - - - - - - - - - - - - - - - -- -= -- - ,�, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �,o Reinforcing projecting from the top of the girder and reinfarcing within eight = - - - - - - - - - - --� - - - -- - - - - - - - - - - - - - - - - - -- -- feet of an expansion device in the bridge deck shall be epoxy coated. - - - - -- - - - - - - - - - - - - - - • CL WEB w�i o,� Damaged coatmg on girder reinforcing need not be repaired. The minimum N CL GIRDER . � - - - � - - _ _ _ _ _ _ _ _ cover for reinforcing steel is 1 �,. � P �i CL WEB � At girder ends not embedded in concrete diaphragms, cut strands off 1 " N - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - -- - - - - - - - beiow the surface of the concrete and finish with an approved epoxy grout. ' _ _ _ � - - _ _ _ - - - _ _ A ir r i r „ ' - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t g de ends embedded n conc ete d�aphragms, cut strands to pro�ect 3 , - - - - - - - - - - - - - � / - except as shown. Do not make cosmetic repairs (damage less than 1y2„ i deep) to the parks of the g�rders embedded in concrete. CL BACK � » 3/4"�5 INSERTS /� � INSERTS CL ABUT. 1 BRG. PIER 2 BRG. CL AHEAD CL ABUT. 3 BRG. Use low relaxation strcands meeting the requirements of ASTM A-416 Grade FOR THREADED FOR THREADED P(ER 2 BRG. � 274. The minimum clear distance between groups or ` individual strands shall °- BARS, TYP. BARS, TYP. �' G�R�ER G � (SKEWED} (��R�ER (�2 be 2.3(ds) but not less than 1Y4". The minimum cover fvr prestressing � steel is 1y2» � � � �f a P�IN When harped strands are required, a minimum of two harping points shall be a N use per girder web. . � � a 9Y" EXTEND BARS 4 ABUT. 1 As* = minimum area of the prestressing steel. � ds = nominal strand diameter. ;� „ , ROUGHEN TOP SURFACE 10Y2» EXTEND BARS Q PIER � 10Y2 EXTEND BARS � ABUT. � f s = ultimate strength of the prestressing steel. ; � � TO Y4�, AMPLITUDE � � Fj = jacking force per girder. �' Ff = final force per girder after all losses. J a � . ^ �i = required concrete strength at release of Prestress force. � � � N f c - required concrete strength at 28 days of age. � N p ° � � L = length of girder along the grade of the girder. � � c� @� = deflection cat centerline of span due to cast-in-place �lab, � 3/4"� INSERTS FOR THREADED ° diaphrogms, asphalt, curbs, rails, and walks. � � BARS, TYP. INSIDE FACE OF EA. , � � cn v EXTEND (4) STRANDS WEB AT EA. END (SEE ABUT. CL ABUT. BRG. � CL PIER BRG. ,,_, , „ Concrete shall be Class S. ° m AND PIER DIAPHRAGM DETS. w 2 -� (2 PER WEB), : Q BEARING PLATE, TYP. EA. END TYP. AT PIER ONLY « �, FOR ORIENTATION) � Entrained air is not required for girder concrete. � � � 2" STIRRUPS Q 24" MAX. STIRRUP SPACING, Use Y2„ chamfer on all corners, except as noted. �' 3 SP. C� 6" 10 SP. C�? 1 '-0", (G1 ) SYMMETRICAL AB(JUT CL � ° Predicted camber is the camber for the g�rder alone at 90 days. The N 8 SP. C�? 1 '-�", (G2) Contractor sholl limit the camber growth to a value not to exceed the � � o NP�(;AL EL�/�T��N predicted camber plus 1 " prior to the deck pour by weighting, scheduling fabrication, post tensioning, or other means and must report to the Engineer � 4 . � Q values of camber which exceed the predicted camber plus 1 ". Remedial - o . a . . . a . a � � � � � �� �� ��° ��� � � �° ��� ° � � measures, as approved by the Engineer, shall be taken if the predicted � � . . a � . �. � .� a . � END OF WEB ° � .° � � °� :��a �;. 4 �: ° a � 4„ W camber plus 1 " is exceeded. The aPProved remedial measures sholl be free � ��. .. �: � of any adverse impact, The costs associated with all remedial measures � 'L . . . � . � . . . . . . . . . . . . . . , , ' °- .. .$ . . : a � . . ►, shall be borne by the Contractor. .. . a a . . 10 #3 E� MATCH o - ° .: .a. . � �. .� �,2�, DRIP GROOVE, ' � a� . - ° _ � � � � � STIRRUP SPACING Product dimensional tolerances specified in MNL-1 16 Section 6.4 shdll apply � .. aa.�a � � : TYP. EA. SIDE � x � 4° ` . ° � � � °' ° as specification tolerance, except that the depth (D) talerance shall be ' +Y2", � #4 � � ,_0» _y4�, � BEARING PLATE 3/$�,X��,x� ,_�,f N � ` ` � ' ' ` ' ' ` ' ' The Contractor is res onsible for determinin necessar bracin re uirements, � W/ (2) #5 x 2,-4" AND �'`� P 9 Y 9 q � (4) Y2„�x1 '-0" D.A.S. „ na� fior providing adequate bracing for the specific wind and weather � �4 � 8 cond�tians to be encountered for each s ecific ro ect. � WELDED TO PLATE P P J � ENQ P�.I�TE Q�/��L, 3" #3 STIRRUPS E Denotes epoxy-coated reinforcing steel. � TYP. W ° o o� W � 0 � N 5-�4 C? EACH � � i � FACE OF WEB, � GIRDER SCHEDULE -nrP. o .25� .5� .�5� � > 0 � � � Concrete .77 Q 0 .77Q � Girder � W D 0 q S * p S Debond E E E MS F • F f Strength � Predicted � � I.D. Feet Inch Inch De J � � �6 ( ) ( ) ( ) � 9•� (Square (Inch) Strands (Inch) (Inch) (�Cips) (Kips) f ci f � (Inch) Cam�ber �16�, � inch) (percent) � � , a. �&�� �� ��_�� CPS�) Cps') � �—� » 4,l0» ,_ „ � ,�. � �° }���� � � �.�� � � ����,� DEAQ L�AD DEFLECTI4N DIAGRAM v 1 � �� � ��:� �����k� � � 4 � �� � � � � �� � ,� „ � � � _ �� � � _ � � �� � � � � ��� ���, � � �� ��;��� � � � � � � �� � � �� � � � � G1 � � 57 -5Y4� � 74 � 36 � -- 1 .736 � 0.217 � � � 0 � � 8 � � � � 3 ��51 �.5 � 295.8 5000 6000 � � 1 .87� � � 2�.(30�� � � � � � - - ��� TYPICAL � GIRDER � SECTI�N� � � � � � � � � � � � ..m� " � A _ . . �� o ��°� � _ _ ��.,�,�`_'�. � � � � � � G2 45,_9���, 74 36 -- 0.868 0.217 0 2 2 175.8 156.8 5�00 6000 0.74 0.73 . ,., ° �/ /�- _ _ . � 2'7 i / `� CONTRACTOR SHAL� FIELD VERIFY DIMENSIONS AND LAYOUT RELATIVE TO EXISTING STRUCTURE ` '° ' � a� 3 ° } $l'��6s" � DRB SUBMITTAL 7/1 1 /05 � , � , �G � �..:...: � , - � Computer File (nformation Sheet Revisions BRIDGE IMPROVEMENTS PROJECT Pro'ec N . ° A s C o n s t r u c t e d � t o /C o d e 0 � Crea tion Da te: 0 6/1 4/0 5 Ini tia ls: M J M � WESTHAVEN DRIVE BRIDGE � Last Modification Date: �6/16/05 initials: M�M � •,:; T y,y�� ��+. No Re✓isions GIRDER DETAILS P05116 °' L��./J.�IU , �v�.., � ° Full Path: F:�2005�P051 16\DRAWINGS� � ' ZYNyNOI'YAI� cor,su�-nNC eNC�r,EERS ,�oo sRO�wwaY su�� soo Desi ner; MJM r z o�vER, co�o�►ao so2so �303� s2o-ooss Revised: g St ucture _ � � �' Drawing File Name: WHGIRDERDET.DWG � �ASCA�E �/��...�GE Detailer: MJM Numbers -� � ° Acad Ver. 2000 Scale: AS NOTED Units: ENGLISH � (1/tETR�f dL�T/�� ��STR��T Void: Sheet Subset: BRIDGE Subset Sheets: WB12 of Sheet Number 0 u . ...M _ .__.�w ._. _ �- � _ _ � a w � + 2 ,, NoTES: � � � � Anchor bolt nuts shall be snugged and jc+mrned p ��� �,�- °D o with jam nuts at fixed bearings: At expansion � �, �, 8 " elastomeric cover bearings provide �" clearance between jam nut � -;-� and sole piate under all temperature conditians _..,—�=_---_—=--==,� � �° prior to jamming. I � �� , a, po .� � � „ Do not paint steel surfaces in contact with 6 a � $ steel shirn plate �tYP•� elastomeric pad. I �° � a � -° -� A -�--- - -� — - A `'- �' � �� Elastomeric pad, sole plate, anchor bolts and � I � 2 elastomer (typ.) m�scellaneous hardware shall be �ncluded �n the � bid price for Item 512, Bearing Device (Type I}. . . . . . . ' Q a aa Q . a . a . . . . . . . . . . . I 1 4 " for 1 „9� anchor bolts .: a : a a da o d d 4 Q . . girder � � � °� � '= Grade 3 elastomer shall be used. Hi her rade ° �° � � � elastomer�c cc�ver g g a o a. . �a . � _ _ _ � _ _ _ � �� ° �� a ° ° $ elastomer may be substituted for grade 3. � � � . � r— — — — — —� — — --i � . . . � . -d . . � � . . . . �.. � . . � � � � � . � — �— — — — — � �— —J� I . . . . � � . . . . . . . . � � . . . . . . � . . � . � � . � . . . . . . .� � . ��. . Q . . � . . .. . . . . � . . , . . . . . . . . . . . � . . . . . . ���.. � � ^ ^ Design shear modulus G = 150 psi. at 73° F. � ��� �,�- � o m°° ,, „ Hardness = 60 Duro (Shore A). a DETAIL A N � 2„ � e e I 2„ 3 ,� AASHTO design method B has been used. � Use for k> 4 . When ��,*e � k� 4 », a plain elastomeric �� � P LAN pad shall be used. � > �° � I � � D J � Concrete girder � slots and anchor bolts Vertical ° � Load * Dimensions (Inches) � � Per Brg � 5 � girder No. � 1� ' � Location � kip� a b c d e f g h j k � m s � � � ` � � <--___ Re d � � 16 � � . ` " � . �. . � � . . � , �'.. � � 4 �" � ' 1� � � L � �. I L' � . , �' . . . . . . � � � . . . . . . . . . . .. . . . . . .. � _ ; � . . � �� AB UT 1 2 2 6.1 16 �/2 6 ��4 8 �J C 1�4 2 1�2 3�4 13�6 �js 1 �js � � c . . . . � � � I < < � << . � c C � " '" � . � SO�e p�Clte 1 1 1 1 3 13 7 5 . , ABUT 3 2 2�.9 16 /2 6 /4 8 5 6 /4 2 /2 /4 /� /s 1 /s � a . 0 e N 7 =� � .� � O � * Service Loads per each Double Tee Girder Web. �- Elastomeric � � See Detail „A» bearin ad � � sE�TioN A g P � � .L °- CL GIRDER ��� � , � �4 cv m � � 0 '' o � � bedring slots and e,y �F. , ,4 Q �� � �� W ° anchor bolts `�M �'� � � , � � �� � 4 � � � � ��•° J W � � ----- Sole plate � a J � U � � — � � 0 I � '� �., c� �— — — — — — — ' z � � Q h _ � — — — — . . � �� � �°�.�, j � a � £�"m`���-,,. � d + � Elcastomeric . "F. U� _� r ,�x��.�� � 4 \ . � . . a'> m ` �� � � � Typ• 3 � _2 bearin9 Pad 3 „ „ „ ,� �,�� W � . �.;� � �s /4 x 8 x 8 PLAIN LIMITS OF 3/4" � � ELASTOMERIC LEVELING °� See Detail "A„ 2'-6"f 2'-6"± EXPANSION JOINT °° � ; �����.� .N,x�. �� � » � » PAD (4 TOT.} MATERIAL U , �,,,4,. aG-: _ �, .. . ,s;.... .. � 4 X 4 retainer bars `�JECT�ON g , „ » m , � % 3 -2 x 10 KEY � � - o v � ' ELAST4MERIC BEARIN� DETAILS - PIER LEVELING PADS A�JD EXPANSION J�INT MATERIAL � � � 0 � , � � � LEVELING PADS SHALL BE INCLUDED IN THE COST OF THE PRESTRESSED GIRDERS. �/3�6s. . � � �G _ . DRB SUBMITTAL 7/1 1 /05 � _ _ � � � �omputer File Information Sheet Revisions BRIDGE IMPROVEMENTS PROJECT Pro'ect No. ° As Constructed � �Code 0 � �reat�on Date: oc/� 4/05 �n�t�a�s M�M C� WESTHAVEN DRIVE BRIDGE � � Last Mod;f�cat�on Date: 06/� 6/05 �n�t�a�s: MJM � •.:; : -� `� No Rev�s�ons: BEARING DEVICE (TYPE 1 � P05116 p � ��Q�WNOF YAIL �../, �V�.�. . ° Full Path: F:\ZOO'�J�PO 'rJ� � G�DRAWI NGS` � CONSULTING ENGINEERS 1700 BROADWAY SUITE 800 D@S19t1�f: MJ M Structure z oEN,rER, co�ow�o so2so �303� s2o-ooss Revised: Numbers ° e � Drawing File Name: WHBEARINGDET.DWG � GASCA�E �/�L�GE Detailer: MJM . �3 � o Acad Ver. 2000 Scale: AS NOTED Units: ENGLiSH 0 rV�ETR�P�L�TAN ��STR�CT Void: Sheet Subset: BRIDGE Subset Sheets: WB13 of Sheet Number ffi :, ;> ,. ; , � ;. , , ; � - ,. . ;>°' -,:` „� .,,; � .� ; PROPOSED _£, a Y ,� :_ . -- /. / = STONE PILASTER � PROPOSED ARCH �� i' • �, : , : .;. FACADE WITH STON�� �`� .� , „ . . / i ; � F AT PIER, TYP. R.O.W. :" VENEER i� -��— � ' ' / �/ : ._--.- r- -�,— � / ' /� .. �� /� / N � � . . � � � � � � . � . � � ... I J- f . / � � � /+ � � . /• � : / � � � . � . � � � � .. . . . . . . � . � �. . . ./ � � •/ .. � ,f�`'. ' � � . �'� . � .� � . . � . . ,,,. . . . . Q � . . . . . . . ; : .: . � . . . . . . . / . ,: . . � . . . ' . � � ., � , �. .. . . � � � : � . � . � . � . . . � . .^ � � - � . . .. .. � . . � � .: � � � . . � � � . :. . . � ,. . . . _,��� � -_ o ��_�___�_�___ i � � � . :- � �. Q ., � � _----�" F�N�E , � � o � � E � � SPL�-� RAIL � ; � � +I � z J � � �P� � 10 EQUAL SPACES � � � O z o ¢ � . � � _..,..� 0� � � / � o o - w . .. _ . ��� ( � � � � co o � � .,..,.. .. �..... � � I � � ci � / . _ _ _. .._ _. __ _ _ ._ _ . _ _ _ _ ._ _. _ __ . __ __. _. _. _ __ _. . _ _ __. . ;-• _ __ : - . . � ° . .�... . . .. . . . ,i . .. ...., . .., .. ,..� ...,,.:, ,w.,,. . _.� ,�... . _. .._ .:,. ,..__._... ., .,,._ ...__.. .. .� � . . .. ... . ........ ... .. . „ .,_.._, , �. _ .. . ��, ... . .. .. _ .. . . � ., .. : ............. . ._ . .... ...� ,,,�..�.. ..,. ... . .. ... _ . �. .: .. ....:. ..... .. . .�...v,. , .....�. �_ , � � M. m,.. . .,,. . .._ : , .,_..M .... .... .. . ..... .� ...,... . .,_._.. _. ,,,,.... ...r. :. �` ELEVATED CURB �/ �� m W 0',�:..., > . . � , . � . . ., _� ; ,. , � T ,. ; , .,.:,... .... ... . . .:...K .... ..;,.v.. �.��... .. .r .� �..,.�.. .�, ,. ... �,. , ..� .. ..... ,,� _ .r...,...... .,. , �.. ,�n.. .. .........K:. .,..,.,� � ..,..,.�. ..,,, .,.., . .. , .. ... _ _.._.. . ,._� _ .,..,.,_....,_ ._ _._ , ._.. ._ ... . ..._.._. ...v... . ..,._ . �. ._,. . ..._..,� . �...... ... _ ._ ....._... ,..u,.. . , _.. ,... _.. � ,...�,. . _. .., ... . ._�.,... .....,..� .a�.�_ w _ .....�,.... ... . , ..., ..._ .,._.. �. .,. ,.., _, .._..._,.. ,, ._. �._ . :.., ...�. _.. .........� ..r ... � . , .�. . �.., ti ,, �... , :. ..,:.,. ., . ,. . � .. .w. . ... . , � ... , .., _ _ .. _t.. . . , F . :: �_� - V . ._ r ,_. _ c..� Q 4 EQUAL SPACES - TYPICAL B.OT SIDES OF ROADWAY � m � � � � . .� . . . � . � �� � . . . . � � �. . � . . . . : . . � . � . . � .. _ . � �. . . � . . . :r��� /� .� . .. . .. . . . � � . . � . . �. 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WATER LINE ; � E�ECTRicA� NEw s'-2 wioE � ECESSED �LU M I NAI RE DETAI L � �a � EXISTING DOUBLE TEE, TYP. CONDUITS DOUBLE TEE GIRDER :. , � ° .; . , r ; . . . � � ,.,,, j , ks� , :. ,-_ .. :.�s'. . `� W1�"H 6" CIP DECK ti, ; � GORE CREEK FLOW , . _ , TYP I CAL S EGTI O N � �". �/Z7�� � (LOOKING SOUTH) _ � ��3�� :, _ -. DRB SUBMITTAL 7/1 1 /05 � �� �, � : �, , � . , r . .�a � . —__.:.. �� ._ . ___ 9. � Computer File Information Sheet Revisions BRIDGE IMPROVEMENTS PROJECT Pro'ect No. ° As Constructed � /Code 0 i Creation Date: 07/08/05 Initials GEM � WESTHAVEN DRIVE BRIDGE L.L � . . . . . . . . � ' . . . . •4 . � . . . . . . . . . . . � �; �ast Mod�f�cation Date: o�/0�/05 �n�t�a�s: GEM C� ,:, � ���'. No ReWisions: L1GHTlNG PLAN AND DETAILS P05116 � D . . . . . . . . . . . . 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