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COMPANY AVON,COLOItADO ARCHIT�CT OF RECORD � � ,1 ■ I ARCHffECTURE Denver,Colorado MASTER PIANNER & DPSIGN ARCHITL�C.T HART�HOWERTON NEW YORK,NEW YORK STRUCTURAL ENGINEER MONROE&NEWELL ENGIlVEERS,INC AVON,COIARADO MECHANICAL ELECTRICAL ENGINEER x M-E'ENGINP.ERS,INC AVON,COIARADO CIVIL ENGINEER ,t ALPIIVE ENGINEERING,INC. VAII.,COIARADO PROJECT NUMBER 20900 00 ISSLTE REVISION DATE 1A REVISION 09.30 04 1� REVISION 11.01.04 GENERAL ISSUE DWG. DRAWING TITLE DATE No. Cover 11.01.04 1 B G001 Index of Drawings 11.01.04 1 B civi� ISSUE DWG. DRAWING TITLE DATE No. MR1 Cover Sheet 11.01.04 1 B MR2 Drive&Utility Plans&Profiles 11.01.04 1 B MR3 Drive Profile&Cross Section 11.01.04 1B MR4 Drive&Utility Details 11.01.04 1 B INDEX STRUCTURAL oF ISSUE D RAW I N G S DWG. DRAWING TITLE DATE No. S 1.0 Structurat Plan&Details 11.01.04 1 B � SSK-02 Structural Detail-Section at Site Wall 11.04.04 1 B ! r 1 ✓ - ULY 2004 -rio s H OLY CROSS EN ERGY CON STRU CTI ON SPECI FI CA 1 �� - �JOO� I. TRENCH AND CONDUIT �'''� � S18p,�N 1. The developer or contractor will contact Holy Cross Energy before conduit and vault installation �51 , ' - � / , begins to schedule a pre-construction meeting with the project Inspector. �k 1. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning any x f ° '� 2. Changes in power facility construction from that shown on the pro ject plans will not be made construction, the Contractor shall contact all appropriate utility companies for line locations, and Contractor shall then • ' �thout prior approval from the Ins pector. locate all utilities (including depth). Alpine Engineering, Inc. assumes no responsibility for utility locations. Any �` �- m Q conflicts with the proposed construction shall be brought to the attention of the Engineer so that line or grade ° ���5� � 3. Hol Cross Ener material shall not be moved from the ro'ect to whiCh it was assi ned to changes can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected ��� PIR�IVG STRDCTDR3 y 9Y P � g from damage by the Contractor. Utilities that are damaged by the contractor shall be repaired by the contractor at � � ��� �g k complete another project without prior approval from the inspector and the completion of necessary no expense to the owner or engineer. ' _ e! � paperwork. Holy Cross Energy material will not be used to install other utilities � � r4 2. All construction shall conform to specifications and be subject to construction observation by the owner or their � o ,.. 4. All roads will be built to subgrade and all drainages will be constructed to grade before any representatives. Controctor shall have one (1) copy of the plans and one (1) copy of the appropriate specifications d--, m f ,tF m� > � _�� vaults or conduits are installed. on the job site at all times. The Contractor shall have one complete set of the Contract Documents on the job site SITE � � ° at all times. ° � � � ' S. All trench will be excavated deep enough to ensure that the top of installed power facilities will 3. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, ""' . i�� ^ `$; �f p ,;�R � � be 48" below final grade. Special care must be taken to insure that the top of conduits will be field staking or physical features shall be brought to the attention of the Engineer. If Controctor proceeds with the �° `� - ,3 � 48" below the bottom of drainage ditches and all other low areas. work without notifying the Engineer then he does so at his own risk. � � 'm�� Q ' ' �° � 6. Trench will be as straight as possible between vaults and shall have a smooth bottom free of 4. Observations of the work in progress ond on-site visits ore not to be construed as a guorontee or worronty by � , I ` , �- �- ' - - Q rocks. The trench bottom will be graded so that the conduit is continuously in contact with the the Engineer of the Contractor s contractual responsibilities. _ -- ( y , o •. trench bottom in the entire span prior to covering. A minimum of 4 of soil will be placed over 5. The contractor is responsible for all coordination of stockpiling of materials. The contractor shall coordinate with '6 s,,a -�'N� � f 0 � �� any rocks left on the trench bottom prior to conduit installotion. Any soil placed in the trench to the owner, and Vail Resorts Development Company. --�' ,�. � �z � cover rocks or smooth out low places will be compacted prior to conduit installation and the trench ���`�� ��. '�'� . � bottom regraded. 6. One (1) week notice is required for surveying scheduling. r` • � eA� 7. Power facilities to be placed parallel to deeper utilities will have a horizontal separation from 7. Benchmark: Contact Peak Land Consultants for Benchmarks. "`'� 4 m� �, Lp,�� the deeper utility greater than the depth of such utility below final grade less four feet (see 8. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the : �� T attached drawing). When crossing a deeper utility is unavoidable, the crossing will be made as project site. nor for compliance by the appropriate party with any regulations relating thereto. i y � � O � , Close to perpendicular as possible. 9. Soils testing is by the Owner. but the contractor must notify the Soils Engineer and Civil Engineer of scheduling. ' ' n��r ❑ O D " ��'' 8. Power line conduits will be installed with a minimum separation of 12 from all other new or 10. The contractor shall take all a ro riate recautions to si nificantl reduce an , „�,. � G% s , existing underground utility lines. Wherever possible, this separation will be horizontal. The power pp p p g y y potential pollution caused by his ' �'" �aa�s p� line se aration from lastic as lines will be reater than this minimum wherever racticable. octivities. including vehicle fueling� storoge of fertilizers or chemicals. etc. The controctor sholl have identified � � � ; ;�_�� p p g 9 p procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any _.w. -� ""' : Power line Conduits will be located deeper in the trench than the facilities of all other utilities activities at the project site. ,� � '� unless the inspector grants a waiver prior to the start of construction. ' 11. If an roundwater is encountered then the contractor shall contact AI ine En ineerin . Inc. and the Pro'ect u � O 9. Backfill and com action will be erformed as re uired b the overnmental entit or other art y 9 P 9 9 � t,.� `� P P q Y 9 Y P Y Geotechnical Engineer immediately. '�' O having jurisdiction. • 12. The contractor shall maintain existing drainage channels, culverts and appurtenances during construction as O 10. Conduit bell ends will not be allowed in the vaults. Conduit shall be driven completely into the necessary to protect roads and property. bell end when gluing joints. Holy Cross Energy will supply factory couplers, 90°, 45°, and 221/2° 13. Contractor shall minimize construction disturbance to the satisfaction of the owner. elbows as needed for job. Non-factory bends and heated bends will not be allowed. No more than two 90° elbows will be allowed in a conduit run of 500 feet. The conduit shall run straight 14. Contact Peak Land Consultants for dates of field survey. between factory bends. Allowed bends must be further than 5' from a vault. Bends cannot be cut to make a lesser bend. Bells will not be cut off conduit sticks to use as couplers. Holy Cross 15. Contractor shall minimize tracking soil off-site and onto adjacent roads. Contractor shall be responsible for DRAINAGE NOTES Energy elbows and pipe will be used only for the power facility installation. . cleaning up any off-site tracked soil to the satisfaction of the Owner and Town of Vail. WATER N OTES 1. All storm drains and culverts shall be crostructed in accordance with ��, Conduit shall be bedded with at least 12" of rock-free soil or sand rior to backfill. Lar e 16. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal to or better than � the Technical Specifications and TOV sp;cificat�ons. n P 9 the pre-construction state and to the satisfaction of the owner. 1. Water construction shall confo�rm to Eagle River Water & Sanitation District s standards and specifications. rocks shall not be pushed in directly on top of this 12 bedding. Care must be taken to avoid ' 2. Types of structures refer to the Coloraco Department of Transportation damage to conduits during backfill and compaction. 17. Contractor shall replace and repair everything he damages during the relocation of utilities. This shall be 2. All materials and workmanship shall be sub ject to inspection by the district and/or its representatives. The M & S Standards, CDOT Specifications, x are included In the details. coordinated with Todd Goulding, VRDC. district reserves the ri ht to acce t or re ect an materials and workmanshi that do not conform to district 12. Hol Cross Ener must ins ect all conduit installation before the conduit is bedded and a ain 9 P J Y P 3. Alpine Engineering, Inc., assumes no r�.sponsibility for utility locations. Y 9Y P 9 18. All 90' vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90' horizontal bends standards or specifications. It is the Contractor's responsibility to fi:ld verify the location of all after its bedded, but prior to backfill. shall have an 5' minimum radius� unless specified otherwise. utilities prior to commencement of any construction. 3. ERWSD and Alpine Engineering is to be noti�ed by the Contractor at least 48 hours prior to any water line 13. Individual conduits shall enter each vault at a consistent location. There is to be no crossing 20. Select fill denotes native material with no rocks larger than 2" in diameter and approved by the Engineer. If no construction for a pre-constructian meeting. 4. All drain pipes shall be installed with th� required bedding. of conduits in the trench. select fill exists on site, Contractor to use 3/4" road base. 5. Elevations shown are at pipe invert unless otherwise shown. 1 Pr i ' 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering 6. All standard storm drain structures are 'ect to modification b the 14. Both ends of a conduit run shall be securely plugged at the time of installation with� Holy 2 . ov de 2 of select back fill above conduits and lay warning tape as required by the Utility Companies and the prior to a�ceptance. All pipe shall be constructed with pipe bedding as shown in the water plans and details. If sub� y Cross Energy supplied material. Conduit ending outside a vault shall be marked with a 4 x 4 Town of Vail. trench conditions var or if rock or water is encountered, AI ine En ineerin is to be noti�ed rior to Engineer to meet field requirements. Y P 9� 9 P post or other approved method. 22. Compaction and materials testing will be required. Payment for testing shall be by the Owner. proceedinq with construction. A class 6 road base bedding is required in certain areos. Refer to the plans and 7, Where any part of the storm drain syst;m is located in a fill section, profiles for bedding locations. provide fill material compacted to 95% AASHTO T99 density from the 15. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" to 23. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and to have all original undisturbed ground up to structure bottom slabs and pipe bedding. 24" above the conduit during backfill. work done by the Contractor approved ond accepted by each respective shallow utility company. 5. The CAntractor shall at all tirv�es keep a separate full set of contract drawings marked up to fully indicate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. $• Contractor to provide Culvert Outlet Pr�tection (see detail) 24. The Contractor shall install all conduits, vaults, pads, pu11 boxes and pull strings. The utility lines are to be As-built drawings will be compilecl by Alpine Engineering prior to final acceptance. Contractor is to provide at at storm drain and culvert outfalls unless otherwise noted. 16. At completion of the job, the inspector will do a final inspection. If the job does not meet installed by the respective utility companies. least two ties from physical monuments to all fittings, valves and manholes. 9. All storm drain and culvert outfalls to Pave End Sections or Endwalls with Holy Cross Energy's speci�cations or the approval of inspector, service will not be provided unless the are to be extended in the luture. until specifications are met. 25. All work shall comply to the individual Shallow Utility Companies rules and regulations. y 6. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure rating 26. The Contractor shall repair and/or replace any existing underdrains. culverts or existing utilities disturbed by 350 psi. 10. Inlet boxes to be oversized to accomm�date pipe size where construction to the satisfaction of the Engineer and the respective utility company of the damaged utility. necessary. Provide AASHTO HS-20 trudc load rated top slab to 7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall accommodate grate and frame for over�ized boxes. 27. The Contractor sha11 install pull strings in all conduits. be done in accordance with ERWSD standards. 11. All Reinforced Concrete Pipe Joints shal utilize plastic Gasket ��:����6 ��� 28. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed Joints which shall be in accordance with AASHTO M198 and ASTM C443 �,c�C, � ;,��• ,� work. 8. Provide thrust blocks on all vwaterline bends per ERWSD specifications. (standard specs. for joints for circular concrete pipe using rubber gaskets) �;� � � . � . � �� 12. Pipe lengths indicated are slope len ths measured along the - � � � 29. All construction shall conform to municipal or district standards and specifications and be subject to construction 9. Provide 10 minimum horizont4l or 18 minimum vertical (with the water line above the sewer line� � � o observation b their re resentatives. Co ies of munici al and district standards must be obtained b the Contractor. se aration between water and sewer lines or encase centerline of pipe from inside face o box to inside face of box. � Y P P P Y p per Colorado Department of Health requirements. � � ,� 30. The Owner will provide certain construction staking. The Contractor is advised that this may not be all of the 13. Maintain drainage away from all building�. f S�^�° ' fl��,��` 10. Angles of water line bends are shown only as a guideline; all bends have not been identified or x„ ��, �� ��� stakes he will need. Additional staking will be at the Contractor's expense. -�� �:���„����_ � � dimensioned� and additional bends may be required during construction. � r���° I 31. The Contractor shall provide all lights. signs. barricades. flagmen. or other devices necessary to provide for public safety in accordance with the current Manual on Uniform Traffic Control Devices or as required by the Town of Vail. 11• Alpine Engineering, InC.� assumes no responsibility for utility loCations. It is the Contracto�s r�sponsibility to The Contractor is to provide a Traffic Control Plan to the Town of Vail and receive approval of the plan prior to the field verif�� the location of all utilities prior to commencement to any construction. commencement of any construction within the road right-of-way. 12. Instal 10 guage insulated copper tracer wire along the water mains, and cad-weld, per current ERWSD SHEET INDEX 32. Future proposed structures are shown on these plans for informational purposes. requirements. 13. Verifv all existing pipe invert elevations prior to construction PROJECT CON TACTS COVER SHEET MR 1 W 14. Provi�e as-built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap Z locations �md curbs stops. XCEL ENERGY (GAS) JIM 0'NEAL (970) 262-4003 DRIVE AND UTILITY PLAN & PROFILES MR 2-3 � � � DRIVE AND UTILITY DETAILS MR 4 a 15. Any service tap fees that may be required as part of these proposed utility installations are to be paid COMCAST (CATV) TODD FERGUSON (970) 260-4545 N prior to rnaking the connection tc► the main. � EAGLE RIVER WATER AND SANITATIOW DISTRICT FRED HASLEE (970) 477-5449 � 16. No f're hydrant extensions are allowed by ERWSD on new installations. N HOLY CROSS ENERGY (ELECTRIC) JEFF VROOM (970) 947-5425 ISSUE 1B REV 11-01-04 ° QWEST (TELEPHONE) SCOTT CARRINGTON (970) 468-6860 ISSUE lA REV 9-24--�4- 3 � ISSUE 1 7-12-04 ; CIVIL ENGINEER, AEI JEN BABCOCK, � KENT KRIEHN (970) 926-3373 � GEOTECHNICAL ENGINEER, ALPI N E � KOECHLEIN CONSULTING ENGINEERS SCOTT MEYERS (303) 989-1223 , o VAIL RESORTS DEVELOPMENT C0. (ONNER) TODD GOULDING (970) 845-2369 = - y = MR I " �. LAND SURVEYOR, PEAK LAND CONSI,LTANTS INC. BRENT BIGGS (970) 476-8644 = � _ � o VAIL RESORTS PHONE DON GRESS (970) 477-8572 E N G I N E E R I N G I N C o � EDWARDS BUSINESS CENTER • P.O. BOX 97 � • 970E926-3373 OLOR FAX 92633390 • JOB #84253.3 a , ' � , ,.� a� �, � . . � ��J ` � - - - - - �, �, -.. �fl za�� ����� ,����«�c�r���. ��e. Y ',�s� �.�.,. � � � , \ _ � � 8116.77 �-- `° -- `� � '- ° � ' �� � ±1 Ls. � _ - � � 4 �°�-- '` °�'.`4 ' � �, �B = - � � �_� ._ --+5 4 - � - , . ; -/-� �: .. 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H tn cV � F = t0 M n � �[i ! - � ' .� O ��,�,,°"` _...� `� ���i "`.,_- ..✓ I �a�N„ �, > �,N� � ���� o co z° � `�`�� S � d-� � �- �� ��'° �'°� �. \ �°r°� 8124.47 -� i�i a�o � ;,� a�o�i �g � °� ��aro °�°0 � �a,�'a . �{�� , .��`-' � "y,�� � � M� 1 x N v ao ���°0 a� °D o p �"� � ��" �-'.,.�- Q ��'"`" '�„� �`� �•/ .� ��, �>a x� n W N� n N� p p � n p � � m.. ` +07�+19 �ti #, 4 ,-'' � �.,-- �� � '��- � � g : \ \ N N^ � G N �^�Z S Z�('/l� �` sj "�� �`�,� <_�, �.i� `+ .� ; ' \ � i���� f����j �0�0�v V�v0 vC�� �''�� � ' ""'� -"'""".' �. 3 �,,,i �� � � � �,�, � � � N n ?�o o N ?z o EXISTING ° 1 ?? � ? ? zZ o ����.�, �°'` PDON UN -AF'IER RELOCAl10N IS � �,,.�'" ��� '` � � . � \ ���� �>>> PROPOSED FINISHED � '� °-vFi s � � +� � � r^ � �»�»�> > �,� r� ��?�? a�z z z GRADE GRADE a�z z a z z y z�z e g ��:�, ���.�� �,°�� 0 � S11NG SUBDRAIN-CONNECT �, $��s r� ��s� � � � � �1 v J � - � s ` `��, O j f��,'� ,, w P � TM Y - . 14� 1�� 3 ' � � 1 w � - - - - - - - - - - 0 ��� � � '�� ,- � P�, �� ��- $1 � � �� � §� � � V � j' � H oF r�i� °� ��� � \ ``# ' � ' � si 20 � � � \� � � � 1 .9 LF - �� � � ., pq T � L � . � � �"� � � � �� � � � k ` � � ` B� � ..�.� 0 PROP " RCP 205 LF PROPOSED 1 " RCP 5.7% � l 0 � } �; o+ � .,. =�-f� , ;` . �� � � �� PROi� N �%'�� •- a��s CORE HOLE IN 71 G SAN�41 � •-°`"°"'�� �PROPOSED INLET� AND �.T■� F� ,�t� � � EXISTING pROPOSED PIPE 0 � �;.F�S, \ ' 6� P T ' .�'"~ IN�RCEP -INSTALL ;��.�.V!�.-'�E�T'""� 12" PVC-ROU1E TO � � ELE ATION INVERT ELEVATION DA��y � i � j � � � `°�QS11NG (NVERT OI�,T�„. 8T0����3� D-INLET AFTER 7UNN �I 8100.00 4 \ � p� � 1'� �, ��dJ ' IS BAqCFlLLED � F� 'r � �`;i o sas• .,.�..� S'I1NG SAN�/dL � A � � " `� M r^ c� a�� n� rn� o�n o� TYPE D INLET 5-16'� f;r �� � �Q � �, ,.��, lERCEPTOR PROPOSED ROOF OF STRUCTURE � � � v J �..� � i rn oo cv �ao N� o �cc IIjA+e8144.`.7�.. \ � z .�.�'"°' CONq2E7E oi co � �i �oi 14 5 i, .� Q • � 0o ao� ao� oo� ao� oo�- �, i V IN N = � ��� �, _ � TO BE MODIFlED FOR � w O � ao ao ao �o� � ` � � � B°'°°` J h \ F, " � �--r A � RAMP RAMP RE:S7RUC7URAL � � � � '� r,.,,� �°° � ��-, � "..� � �j�xj' � � � w ri °'' _ � 8���. v . � � R29.00� � � Q 2+00 1+00 0+00 w N IiAAY CONFUCT � �95 \�Z � � ��� ° ' �' � 8 � � � V PROPOSED STORM SEWER UNDER MARRIOTT DRIVE / '" PR� ,8 R �`�� � 6 �,P � � � � �_�+� � plqC UP QqS71NG PARKING STRUCTURE ! w A � TO P07H AND PROVIDE HOR -' '� pE � \ , a . ,.�� � � � SUBDRAIN-CONNECT TO SOLID 6' PV�C � � � �� � / AND VER71C LOCA710N OF PIPE - � � .� .5g �• \ , ��.� y � PIPES YAY � TO BE CO�ABINED IN ?° `:- ,o �� . PR�O PIPE MATH CLAY OAI�A AND CONNECT � i w w » � STRUClURE I CONFUCTS DqST / °` ,� °_ ",. 1 _ V Y INTO PROPOSED MANHOLE S-MH14 ��� � � _ - � 9 a�i . �T� � HORIZONTAL SCALE 1 - �20 � _... � �B �y 6 �2 �� PRa'OSE� 12 c�P ENTRANCE � '�-�i � � - � • � .,, ,c 46 . \ � � VEIRTICAL SCALE 1 - 20 �o�os� �4 �crnic , RoPOSEU �s Rc� CONDUITS SWEEP UP � �` �� ,_ _,,. .- � � �°�°� FUTURE ANSF�M- _; ` ° ?� � N ST1NG 8' PVC �` � O � � � I ���.,�� `` `°���°`°' � / 2.35' � � � ! � F�1 �� d � �4 � � �� s, � �$ � ��R , REROUTE ANY EXISTING �, � � � _____ og ,�o• � ` , / PIPING IN PARKING � f O � ^ �'� PROPOSED 4• � �� PROPOSED CONTOUR S1RUClURE- `� ` "� � �qZ� �~' RE:MECHANICAL/�LEC1RICAL � � ,� __-- � t�y"- � � � � \ ,o ` � INSTALL HANDRAIL PER, `� � �,. � (' 11 a� INSTALL 8 X6 51DEWAUC ` c� 1� � CODE REQUIREMENTS - `� W Z Z ��' REDU�CER AND INSTALL 1'-4' HI � `\ � \\ 1 A � ��� �� � I m W ,�, HYD ANT PAINTED CONCRE7E � � � ,��� co�°J° in�°J° � WALL RE:STRUCTURAL � �- \ 8��, INSTALL 2' CONCRElE �' � - � �� `�o� noQ �oQ � �, e � ��� � PAN EXISTING � , � °w Q r� ��z �w Z °r°w Z W � CONNECT TO QpS71NG ��� y � � a W° ±a N �o N N O N N + �B CONCRETE S�DEwAUC ,.,+.:� A ��x,4 \ M A R R I 0 TT � i � EXISTING EDGE OF WEST a_ a_ o N pA � �F' LIONSHEAD CIRCLE ��o ¢o� ¢o� °- T � OWNER/DEVELOPER �Q ��o ��o o a F� +8�20.8 ���o.� R 6 � �:a e P A R K I N G � ; � ac� cnax rnax cnax ��F- ` � � � � n. cn EXISTING ELEV. DR'"N � � ���� �TMP��a-� �_ g � 5�a oasnN� �rnY S TR U CTU R E � � VAIL RES ORTS ! � EXISTING GAS LINE EXISTING ELECTRIC LTRtE- � GRIADE G PROPO ED �2o.a� ���R,a �" � TO REMAIN � ` � DEVELOPMENT � (DEPTH UNKNOWN) �(DEPTH UN NI�, OWN) � � � FINISHE EXISIING GRADE IS BEING LOWERED EXIS'I1NG WALL � I ALONG THE BUILDING/�OUNDAl10N OF 4¢ 8 � COlVIPANY ' EXISTING 8" SEWER MAIN ��� „ i � -� � GRADE THE EXIS7ING MARRIOTT AND EXISlING �s��� �,�s s �� 1A 1, � � INVERT = 8124.5 EXISTI G 12 PVC � _ MARRIOTT PARKING STRUCTURE. zs:r a � AVON COLORADO INVERT UNKNOWN � - -_ 8120 7' Minimum � � _ S7RUC7URAL ENqNEER MUST REVIEW y � F\ ROPOSED 2' ` � � EXIS7ING STAIRS - - AND APPROVE TFIAT THERE IS NO "'� j � CONCRETE PAN � nxc�recr oF x�coxn ADVERSE AFFECT ON THE DpS11NG • �, �o °` � PROPOSED 2 BUILDINGS PRIOR TO CONSTRUC710N. PROPOSED (2) 4 ELECTRIC �n , �� � PROPpSED " �B � CONDUITS CONNECT INTO � � �.��_ � � ""�"`�. � 8 D I P E C T R I C C O N D U I � E X I S T I N G T R A N S F O R M E R � B E d N L O W E R I N G E X I S I I N G D R I V E � � � � x� � "<'�f ;� �� `�"� I WA TER q� � vq,� �' ` �i -MATCH EXISTING PAVEMENT SECTION � �,, � � �,� �9;�� �� ��;.,,� ���,�� ` � � TIE INTO EXISTING WATER MAIN CONTRACTOR SHALL PO OLE ALL DpS?1NG - �� 243 LF � � �� � `�°; » � � '�� � ( ���,�'°""'�'���'' �'`���`'-�`� � 811 O PTM F XI TIN MAIN I UT�UTIES AND STORM SE R PRIOR TO r�� � � l �NSTALL THRUST BLOCKS � �,, � � ����,�����_� � UNKNOWN- CONTRACTOR SHALL CONSTRUC710N AND PRO DE HORIZONTAL dt ��~~" ' ,d''� � � �'- AT ALL HORIZONTAL BENDS � ! ! �'�'`_° -F � �� ` Denver,Colorado � POTHOLE AND PROVIDE DEPTH VER7ICAL LOCAl10N OF E U71U71ES AND '`�� � � � � � ° "'° 1 A , OF WATERMAIN TO ENGINEER STORM SEWER TO THE E qNEER PROPOSED 8' DIP �-`�'�- u� '\ ° Q � s �� PRIOR TO ANY CONSTRUCTfON) WATER MAIN WA'IER MAIN �;� 'a� �{� �' ' ��' CONTRACTOR SHALL NOT OROER ANY � � �s'r�&p�NER FINISHED GRADE INVERT ELEVATION NJUST HORIZONTAL BEND TO PRO E E X I S TI N G �`�--�1-�GM �� � ` $ MA7ERIALS OR BEqN CONSTRUCTION "� � ` DESIGNARCHITECT ELEVATION 94'VERTICAL FOR HYDRANT INSTA 110N pRppp�p "�'t�� '�� ��� Q; ON PROPOSED 18 STORM SEWER � DATUM ELEV ����= _..-�� �� � PRIOR TO ENdNEER PREPARING FlNAL �� � � HART�HOWERTON 8100 oa M A R R I 0 T T SIDEWAUC �-�� v v� � , �` �-�� DESIGN. � � � e r'+�� �,.� ` .A ^ '�� NEW YORK,NEW YORK � °'•°r°, 'l'.o �� o�o n c`OO� �� r°r ROAD CUT NECESSARY FOR �-���� w� ,, �` � 'O ROPOSED 2' � � � �: N� N ao c�•�� o.= co od �� oo WATER UNE INSTALLA710N: s��`-�. �� t�1�� i3. CONCRETE PAN '� srRUCZVxnL�•rcu•m.�x N � �� N� �O �O �O RETURN AREA TO ORIdNAL �t�� ' _ �� Q �'' MONROE&NEWELL ENGINEERS,INC �QO �00 �� 0�0� 00 OD 00 00 'i�- � °, AVON,COIARADO � coH�rnoH oR e�R � ��� y � �. AFTER INSTALLA710N � ' �` � �• SLOPE CONCRETE DOWN �`°`�` \ '^� MECHANICAL ELECTRICAL ENGINEER 0+00 1+00 2+0 0 R E P L A C E C U R B A N D ��~~� ��}� � � �' � P�ATCH CONCRETE ` ' M-EENGINEERS,nvc �O "*, ( CUTTER AS ���+za.s`�,�--�.-- � �Q � � �,, i AVON,coi.oxnno � � ...,.� � � REPI:�[CE°�EX�STING B � � �;e � � WATER MAIN PROFILE » _ � REQUIRED -= ��.� � �, z�� ���f�'�►1UNG 0 �,# � - - - - `,`,_ � � �.�G�� HORIZ�NTAL SCALE 1 - 20 � � o ��7 , _ _ � _ _ � ALPINSENGINLERING,IN� UNDER MARRIOIT �RIVE � , � � ?'� � � � , i vnn.,coi.oxnno � 2 $ -IN TALL RI�ER � 1" -�� VERTICAL SCALE 1 = 10 � � � `` f za..a PCONCR�PAN°°� � � � RING AND SMOOTH COVER (NEENAH �,� � �;� � �/�\ q�, °�.. � �� �� l �� R-1642-1S OR EQUIV. TO,QNI ' `�^� �_ ��� PROJECT NUMBER• 84253.3 � FFE +8t30.3 � /��\ � � °"°`�° u _ .E�..R��ef ��✓ ���� � � � - E L'� `3 �!� ' � � „ �=` 4 '*"""� ``;} � � CawHECr �wSn�iG - � , ���,� --' � E SHEET MR3 ��,�� � �� issuE xEVIS1oN �A� � 17' PVC IN�O�_„_,�. ��,.::'� s,s gs "�°td�.�att„�„�,�OR LC1W�P�-"� � �� � �� �r � g9 � F T1iIS=ARE -`,��,�---� -�,�_._��.� -- \: i _,,,.�F�P �3(3 �.� �;, ,,.;a � $a x�.s• - a-_ R�, �xt�ttiql�,�g�-�.�. - g� ---:;��_.-•;,��,.__�:w 1 Mt1RRIOTT DRIVE AND � .�-�.�,. ._ PVI STA = 1+54.88 r,,, ._. � � ��� � ,,�" � �' �9�'? 'x��`�9 � �j � � �'9, .._...���----��.�..,�,..��.._._...s���--s��---_..�� � _ � PVI ELEV = 8121.54 _ , .�-----""" ,.- ;,.� ����j � �' '� ---�� � �� ,. � �p F UTILITY PLANS 7-12-04 � ,o., �� ,,.Y9.2 : . 'd'__...._..-a��•-•°-`--="`� V`'' $E� , A.D. _ -4.50 PVI STA = 2+09.42 - - + � � ��;;`�a'" �,� z9�ss� 'g7 ^`� ��o; � -,�^r�+ Rf�POSEO 2�X3� EXISTING 8 � ���� _,,_...---- I , �--�""' ' �� _/:-�n� ,��' �► 8,�%��r •2 g `�- ""��� X VALLEY INLET �------~-� � ---'��Y��� "T��"LL 05/OG CONST DOC 08.13 04 K = 1000 PVI ELEV = 8116.08 � � �:�� �� _ oG,� as �~ � --°"��� u� r ' � `'�� �, �,,,.,..,. ��, � s�Z�� -°-1�� �G '�'a,�� __._._ � A.D. = 5.00 � i� �.�� �v~Y'"� � m i''�- ,�� ����� � .�p�S ----°_" A� CIR� � _..._�,_,��'�,� _._------,��� :»� lA MARRIOTT DRIVE AND r ._----•id�S` .°"z"°"m" 8140 45.00 VC = �� � ,��, ,�°::�`°, .,�'�,�r �.,��' ,�,��a�'�...r �<,� 6 XISTING SPQT ,c� �T ��pNSH,�y,� --_--����, T►NG 12� WATER � K s.00 , � -� -► ���<� -----,��� EXIS � EXISTING "' n � � �cns� ansnNC � �n r'___ ____�__ � - c� 40.00' VC ��/ _ �-�.``' � �10' SEP�110N D06 NOT� `''P-''�> ���+ ----•� ���z�`�jc �'s(rrPicALY� "P° 6 _..,- � �__.._.�_�� --, _ i UTII.ITY REV 9-2404 EDGE OF AS HALT EXISTIN + `�' oo �, ���� -" �, ° ° `' .� , y __ �.µ� �.;��- �`� ` -�a� OCCUR-CONTRACTAF��4,;,a�'�`,.�'��`� °o� ° � $ _�--�,-�'� _ ______.._.���-.�„�„�„ � -�-�- -_ � � M N �A � � � � / -n ;r.� �'FY �. �,�`,��°� �- `b _..- ,._.�-° --��s----=��,�y�-��:�°=�,�� r�r�-a��-----�y�¢. _ ,��.ez�a � � 1B REVISIONS 11-01-04 (WEST LIONS EAD CIRCLE) GRADE '- � N oo �. � � ,� �; �M , �..``� w „aw u � e °,', � -.°,, �� �� L � '►�'w .,.��.==�--- �'"" �" � e. �'� --7�� ---�- UU + � � � N - �s,������,�;;e; ' :� `^ �-...-Ms� ` ``•,�/ s /� ,,,�.%��ar�'`����"�'li' �} � ROPOSED GAIE"�����s ������ �a '�'"•�°'_`�, . � .�„ „� �� ..,..t.... ,�.,,.��., � m �' + � � o �'� � �. �' .����`' ,�;�. s�' , VALVE ('FYPf�CACl:i°�� -�,��� ° --�,,,..,.. -°°°'°" ,� � �.,.p .�.�.._ m.�. „� � 1 N � f � �'�g r° ,j+�,, ! +� !t�-' �""�["' I'F„�. .`°' '`-�s.�+ -,- '°'.al+"� � � .'°"'F""„ .'°"v.°' `�^�- �. m „ .. � � , ��.� ` / �, / w .....,,,� / \ / /% / �s'� C� ..r' ! ? '.�:r p�'z �j'*.,. `dl /�,,....f��;� .. ,�� '��. -�� ""-_•°•' -°m-.., -"n_ F - - - �. _ � > Gi w + � � / '`� ,�'' �v� i,�-` �CONTRACT�t,Pfi0`OBTAIN `��'�`"s�,;..�-.� -.�° `e�...`_ .,.., � ? °� �.�.`�'�- 4 _ �- ; � � w c� v oo ° ���: °` -` �,,,;'F,�s� � !?ERMIT F0�L'�NSTRUC710N �" `�� .� AfG INLET -�- 'p �� ''� ° `�' �, � ,.� �" °`-�._ ---... � � , `�- '� � - � �A W m °° N w r �!� �- � �`'`�--_.�.����/ � ��°1N TOWN Q[�VIUL R.o.w�$�,:�-��.�"`. �- .�tM = s��s.�� ,.�-�-�-�. <<---�� � ��� a...�, _ � � � -5.509' � w , �°��`�...�����..���.�� �3� �,.'/�,,.>� �5��� � �i'����� � �' INV:'�N ��)� 8t23.2� �'���...-t�i�� °"'� � \ �_".� °..° � �� � MATCH EXISTIN - - �' F � �,�°w"'' �4,j�;��.��,� � ,�����`� ,,r'� ,��� �i�`��� ,,• ...�°-' �.�" �,`INV. IN (W) =�8123:5��c,� � � � s. �� � � 8120 � �. ,�.�_,��.v__ ,,,�. ° � ,.j �,,''_ ,, .- � ���- ,,... ,� a.� �- INV:'OUT(5) p 581�3.1 � �.,�,,� �� �. t �./ ""�, � -•/ ��� ��� � s���t,?' �..,,�- �,.°-� �.=�-' �'i � � E X I S TI N G � � � ��~�"�°, ,i l�'='=°� �f,�%�,,,�'"' �,`'�` ''���' ' ,,,. '"'� n .��° �°��.�� ,� �."a'��� � ��� �-�� � � ���Y ,,.� -� f � �� ! � � MID-LEVEL '��.CO � � - \�&' �` °�`�.� �°� `;.� � r =�si s�,A..--- ,�. � �,.� -' 3:�/' � -, ENTRY LOCATION � ,p ' '�' -''� ' ,� �� '�' �- � � /`f � � �`� � PROPOSED 'S o� 2. o� ��� � es �" �� .�i�� �`�� ����g� ��� �,�- a~"'` „}� ,� �� ��____-� �. t T ��_-_ __ F � a EXISTING �A /'�°: �." � j '',!�'` = ,� �t�'� ,�A��,. ,�.�,�, �.' ,� ,� _{ ;� �a���, o ,� ,�,° � ELEVATION sTa: 2+27.so - �� O ° ,���� � ��� y � �- f � � i � F ,�,�o�� �'u � �^� ��� � ELEVATION ELEV: 8„5.,a � ,��.� � ��� %�..�� TAP E�CISTING�WATER� � � '� � M DATUA!ELEV � f� ,� --" / ,� �i��� /��'�'`°r r .'� / ,s � I , � o �. o Bsso 00 ,, , , ,������ ��:�_ .����".� FM`AI N _ - � ` ' � � � � � : �. � ' � cfl o c� �� o o CENTERLINE �o � � �'��� fr'''�� �' -,� ` t � �, ' . �, � � N �i a0 d� PROPOSED � �� /�m � r �� A� � �� � ( N O^ STA: 2+19.90 n r ,, �, ���/�-� �,e'��.�'� ��/�-���' �, \ � �,,�' �. �� �� � o N N N N c:� N.- ENTRY LOCATION ELEV: 8115.56 �� � ,..,� ,�, f , ,� \ ;�F � / {j "" + � � p�,��°���� � � 00 00 0�0 0�0 ao p�p ao 00 a�o � � ,:+'' /"��° �`�°� .a'" ��� \ 1 ; / <� � *"� .��8 -4���i."��, s � r �,%i` 1 '' � '` a / � y �'�„� f o, ,r ,/�,' �./� �;�`� /,� \ ��` ,�,''� p ( �y � � MARRIOTT 3 fi � �- � f3' ` �-°" � / ` v / r.�°�,� t�� � �' / �- � ' � �� � ,.� f .�^` � : / � B � /�'`� � �� ,,�'�� ' � � '` � � , `� � � D R I VE, U TI LI TY � 0+00 1+00 2+00 ✓ ��'°'` � !� k /g,� ,.�- � ,�,�� � ,.° \m�' + � � o f �' '� �'� !',,..�- \ .....�`'�° ' ! � , f '� I'��1 �� y MARRIOTT DRIVE PROFILE � _ � ; � -� H OF'I ZON TAL SCALE 1� 20' �� A���`£,�'`f �P�' °� �: ` ��� � -- � � , � _�� ,'� ��- �.�-� �' - -� � VAI L SP A ' � � ��� ��� 8c S TO R M s � _ ��.�� �� ��� ..=,.�y_� ' �.� � � � � � ( �e�=�'�'`� ���:�����L�.,�����,�,� � �RNE TO NEW ENTRY POINT AT SE CORNER/ EXISTINQ MID-ENTRY REMAINS VERTICAL SCALE 1 �O �a �'�'`'= < ������ � � � 'r � � � ��� ��� ��� P LA N � � � o ��� ,.� /y�' � �� � -- -' 0 20 40 ' �. � �a �: �}' '` ,.�=- � f ,� ' ; � �> ��, �.�`� � ��; �...�.. �;�r/ ,� -_ = � � I ° � ���' k ` �'��°� �..� �-�° �.� ���.� � ��'M� � Horizont Scale: 1" = 20' _ _ - � P R 0 FI LE S �, ;4� ��;, o � �.,i'� � �� � - °' � � �GI�NEERING � INC 3 {� � M R 2 o .�;I���r �-- °°"�� ������ �// � DW DS BUSINESS CEI�IIER • P 0:�BOX 97 N r �� �.. � ; �y�f � � a.. s�,....._--�-/'� � �� 9�OE8 6-�337�ORAFAX 92633390 � - - . � _,a--.�' �`�s� / ` O � a s -0 ' C U R B R A M P A T M A R R I 0 TT D R I V� � ���`� ��'`�� ����°�������} '- `��� y• -w � J� � I ����ti'ora�re. a 0� ,' �, ����;' `� � °'��� Gutter 8'-0" � 16:1 � � �,.��v t,� , ;,,� ��F SLOPE CO,�CRETE DOWN °=-, ;� '=r TO MATCH CONCRETE �° ���� ����g�t��� � Sidewalk Transition � � ��� �$ P AN �� .� -� , � �. � . 4. 3 C � � ` � � � i .«---.-,.�„'"-�a"� '°"'°`°"`��' 1^ � V . � rw• ��-+ � • '' •, • .� '� `� 1 L � �►�'� _.,� V • ' �e ^ �^ + _--_ ��';"l L_ ,� ��� ACE EXI STI I�1 G �I � ` �, ��i ��� � p � � Permissible Joint with Epoxy coated deformed ^ l e�� 1 i � � � No. 4 by 18 bars conforming to ASHTO M284 �`� ��. �� RAI LI N G _ �-°°` -� .�z �"°� 1 B �� s d � ��� � ���� ���'� �� at 18" spacing. � �' 4� � �� � �' �� � ���� Paid for as Paid for as Concrete Curb Ramp ~� . `�t�� � � E ���! t �'� � � � � � ��� � ,, t � -- r,�, �~'''� ' �� ,���� ` �� ��� � Curb and Gutter > > �E i �� � � � � °�� �_=��. --�" � �XISTING 2 X3 INLET—INSTALL RISER, ,;,;' RAMP SECTION VIEW ; � '�'°"'°��. ��, ��r � � �� Scale: NONE � � { ;�t�,. RING AND SMOOTH COVER (NEENAH ��r I �.T.� � �` '; ���� R-164�?-1 S OR -F�NI � ��f RAMP PAY AREA �� °f � EXISTING � V � ,`_}�,-�-� �,=f������ r�--�°`�3�� `��_ --�I M=8129.55 �'� 5cale: NONE � PROPOSED 8' �- _-�- � '�' sTORM Z O 4 L. . " �,,_ -�, b Y STAIR LANDING � � �"'r;� Sidewalk I CONCRETE PAN � ��� `� ,, �+2 2 m � ! �f _ 2'-°" � W ,.,.� � - �� � s � � ex,is �9) �� ��° .�, �� �� � �1 'x,; � Q�t �h �I `�`� ,,,, � '"� � �%�� _y — ,��:,_ � �y�.n,.�,�„ ,,�. wng Surface � �4 .�-_`.`.r- --.` • '"° � �_-. ----- � ,� 9 � T 9.92 ., v ���!f o g ~ Q O 1 � � 2 existing) � — � �� � i ''� � g �; _._�� # A; Oj �'�� `------�-"°-- O � � FLOW I E"� cCt � � �; ,r �zv,sy,� �s �.......-_--°°--°��,-w.::" C �,,,,„�� �� _ ,1�� �.� '�; �_�-�—.�-,e. °.�-" � n LI N E � Cn �"'i �, `� �� � ' �.--�°�'"-�'`Y°-' �� �2�1 o c. �Z/1 � w rOi o,,' `�\ .� -x " � � o r � _ .`�r:. •� x � � _ `M, //`� �l� , �"�_ � N — 6'�~ � �q...�;,�� , � .�, , Fiowline � � _�� � � V � _• T ,j'' � .� S s _ 7'-0 --!-•.--7-0" ASPHALT � Q � .% �"f g `� � , W � � �' `� •�� _ _ � � w � � � . �� _.�- � � LE w � r.�= . _ �IRC ,-�.� A[� � � � STO CURB RAMP � � � � �I SH E � ____--�,�1� N� �%� L,I �� �.-�,.; , _.�.---;�,���� LET GENERAL NOTES: � � i� � P R�P OSED ; W E T _w_------�,� � .��� - I �'/� 2'X3' !N L� ..�.�--- ����. � � W � � �i��� 1. Ramp and wing slopes shall not be steeper that 12:1; dimensions shown � % ���..� ��,-"�,� ------°""� � ���� � s h a l l b e m o d i f i e d, a s n e c e s s a ry, t o m e e t t h i s r e q u i r e m e n t. R a m p c ro s s s l o p e s � � j f��°� �� ` , ,___., shall not be greater than 1:48 (2�) � ��, � _ ,,,r. �""" � �.._�_..-=� ---------°��� 2. Concrete sholl be c lass A or B, wi t h W W F (We l de d W ire Re in forcemen t) in ramp. O � �_ ��. - - C 0 N TR A C TO R TO �- � - � --- � , .��-�----==�-.�-�=r-----� ��� � � - � � ���� �,V---�t --��-:-..::-=�`,���, �w ,,�.,�.�.---�°�,�'��, �,�?� �,�,� — 3. Normal gutter flowline and profile shall be maintained through the ramp area. � � h ,,��_ �.. R EP LACE EXI STI N G AD A .,.. --� -� ��� ��-=� ��.�.� __ _ �� � �.---- �j�� �, ___`..._s--�- - 4. Ramp surfoce shall be textured with a coarse broomed finish and scored with � � R aM P / � -°`'� ,� --/_ °"�`"� .�-�--°°-.,.°�°"��'yQ� � _°°_ grooves (1/4"f by 1/4"t) spaced at 9 to 12 inches. � �x° 'r,-- ',� `�.-.� ---�..`�� � _ �._.-' � � � �, �r��� � ��• " l,��,� , � , ..-�- �,,,.�a--- t � � �,., , -°-°"°""'� 5. wng surfaces shall be textured with a coarse broom surface only. � OWIVER/DEVEIAPP1t � 0 10' 20' Horizontal Scale: 1" = 10' VAIL RESORTS � � DEVELOPMENT I s ' COMPANY AVON,COLORADO � DRIVEWAY CRO� 3ECTIONS ����°F��°� � ���� � ���� � i 1 +50 � s._r� ���:��. ;� � ���� ��:� �t,, � ,,��.'�'.�� �,�€;,�.� 8128 8128 � � �'°.�� ��' E'`�� � . �,��.� �'�x ���,����� �� �� P OPOSE i J������➢� � _ _ p �� � Denver,Colorado � E I STI N G MASTER pLANNER 4� ' VARIES VARIES "' ! � 2.0� PAN � O�' O O EXI:IING \ ADE � D�sI�NnxC��recr PRIOR WRITTEN APPROVAL GRADE (DRIVE DOES NOT CHANGE) 8�24 8124 I PoL�TMn.�E PLASIICMEVERYWHERE REQUIRED BY DISTRICT '� REPLACE EXISTING ASPHALT SEC ON _ _ - - - 1A � HA�T�I�O�RTOl� - '' REPLACE EXIST1NG BAS COU SE � - CONCRETE CONTACTS PIPES, ` ' � FlTTINGS, BOLTS. dt NUTS. ALL `:>�°'��`s.` � � � NLW YORK,NEW YORK NUTS SHALL BE ON THE SIDE ��"��'�"� : SEE PLAPJ � SUBGR DE � N PLAC WALL/ ARRIER ' CON RETE P N i ( OPPOSITE 7HE 7HRUST BLOqC SO AS 6`°;''�y't�`"'* —�- ,� ' STRUC�'[ntAL ENGINaeR I ,.� .; ,� ; , � ,- 8128 ao 8128 CURB E:STRU TURAL TO BE ACCESSIBLE FROM THE y`,: �,���� e - � _ ,.v a, <�t' Moivxoa&Nawar.�,�cuv�axs,nvc CONCRETE THRUST BLOdC ��� � - - -� E� ° -40 -20 0 20 40 ASPHA T � AVON,cor.o�o TAPPED SIDE OF 7HE MAIN. ;�,:��. ; ,� -:, ,4� ~ - - - -- --- • �°� '- ,�`, ,. 8120 8120 i ���.`�k`°, r � :.,'>`'r , 1 . - i_:=, ,t"° !A t n q ` � .,,`, ` '� ;� � �'_,r -t<: (U R D BAS i MEC�c�.u�czluc�u.ErrcnvEEx M-E ENGINEERS,INC x 14 � 4j� r ',.,��..� �� '' " ,.� ,,;�.:��'� °_"�..��, ; . �..~ ��. . F . - _ 4 EXISTING N N `�:.',.`.� - �r'`- ti.,� , 'y �t., �' '''��', " ' 4 AVON,COIARADO '� ' '' i�i '� � � � �� �i�'r�`� ,� „ � , �, , ��'; .. _� �`. _ -, ;- , "`� _ ELEVATION o0 00 y. � � , � �, �� � � " ��` _`��� `� _ . - _ � . ti , ; ,� 1- � _ ',�_4�; � mGE OF 1RENCH `. � _ i _ , :��``` CIV1L ENGIIVEEIt ih _ , , �� , -40 -20 � 0 20 40 CADWELD FROM PIPE TO PIPE `C�� ' 'Y �< ALPINE ENGIIVEERING,INC � � TYPICAL DRIVEWA�Y SECTION—REPLACE EXISTING SECTION EX�S��� FIN�SH DED °��°�°'�° � N� ELEVAl10N GRADE � � � � , MEGALUC y�.,_�. ° O+�O EXISlNG i PROJECT NUMBER 84253 3 • w � 0 � . GRA[E (DRIVE DOES NOT CHANGE) � y ., , '. ~ i ISSUE REVISION DATE 10 GAUGE INSULAiED COPPER WIRE � � y SLEPEVEG TAPPING GATE WGE OF TRENCH �ALL BE INSTAU.ED WI1H ALL PIPES ��O O 1 MARRIOTT DRIVE AND UNDISTURBED VALVE /� n, ,a�� , � � EARTH � � � � ,� 8128 0 8128 8�24 8124 y UTILITY PLANS 7-12-04 � � % �i � , h 1 , � ��,. � ����1h, ' N o�o p ��SE i 05/06 CONST DOC 0813 04 -40 -20 0 20 40 � �'-o'� �— s'-o" EXISTING \�� E ISTING lA MARRIOTT DRIVEAND R�n�TAPS) (TAPS 4" AND OVER) ELEVATION -' — �\ ADE 1 UTTI.ITY REV 9-2404 � PLAN 8120 PROP SED 4� CAST I � $120 i 1B REVISIONS 11-01-04 + PLAC WALL/ ARRIER � CURB RE:STR CTURA � � � _ COMCRElE THRUST BLOCK P�� GRADE 2' CON RETE AN i �.y�}y;v _.� _: I �i� v,v.vE sox 1 -�0 0 s1 t s ��M� 8�1 s i °o ° SPHALT � � N OAD B SE � M A R K I N G T A P E T O B E A N D G A T E � � I �� PLACED 24' ABOVE TOP V�-� � OF PIPE OR HIGHEST PR07RUSION � �� -40 -20 � 0 20 40 �j`.� 10 GAUGE INSULATED COPPER WIRE � %\�j SHALL 8E INSTALLED WI7H ALL PIPE _ -, � PROPOSED EXISTING FINISHED w y�i 8128 8128 ELEVATION Z ��� RADE( RIVE D ES NO CHAN E) GRADE i � � til � / TAPPING AL`P/IENG GA7E \� a �\ SLEEVE � o ` � \`/� " �� — � � .� � ��� . ., P $,24 °D — — ,24 2+50 � � 's � UNDISiURBED %'\� - _ ^ -40 -20 0 20 A• ��� PROPOSED ° EARTH / " °^ . - �d}�`��fa \ n\�\.� .�\ .� \� n ra\ N �� ' �5��.�:µ� MECUUC 12� � EXISTING �kr�Q'� '��;��s� DRIVE � • � � °� 8120 8120 ° °° �' a.n.\�.\�ti��tin.�;�\n2:.a. `,h.\,�\h.`�n\.�\.n.'.n� ELEVATION ' `E � o � if � /°a���°oo�a \\ I t � � UNIFORM CONCREiE BLOqCS - � � \ E ISTING � ! NO WOOD BLOCKING SHAU. � �TM����;o.�T��B�NO, �E ��> ��� � , , ! M AR R I OTT I o BROUGHT TO GRADE NATH DISTRICT ; „��' APPRaVfD BEDDING TO SUPPORT BOND BREAKER 4 MIL POLYETHYLENE EAGLE RNER WpTER AND , � e= THRUST BLOCK. PLAS7IC EVERYWHERE CONCRETE �� SIWIfAiION DISiRICi � g�� , � � � ��6 \ \ � Hl l F) D R I V E P R 0 F 1 L E X CONTACTS PIPES, FlTTINGS, BOLTS. dc F�',�,L, � y GENERAL NOTE NuTS. ALL NUTS SHALL BE ON THE � � O(, C R O S S � SIDE OPPOSIlE 7HE iHRUST BLOqC WATER MAIN O ZO 4O ��4�z� �����$���,.�,=�y,� _ _ _ � SPHALT � SO AS TO BE ACCESSIBLE FROM 7HE ;'� -' 1 NO TAPPING SLEEVES WILL BE TAPPED SIDE OF THE MAIN. TAPPING DETAIL r� � �� � �`��;�� u���W �� � �`ry�:��� � AD BA E S E C TI O N S � � ALLOWED WHERE PRESSURES MAY Horizontal Sca1e: 1 = G� ���� � �p EXCEED 150pst WORKING PRESSURE ELEVATION � NONE a►7E. 3-1-00 _ _ � UNLESS WRITiEN PERMISSION IS qVEN - - - t� � � � BY 7HE DISTRICT. V�Sr RE�nSION 12-31-03 = �; APPROVED FOR YEAR 2004 W-�3 � 4� g' E N G I N E E R I N G �N C 8112 -40 -20 �0 20 40 8112 � MR 3 o , . �' �°,�' Euw,eKOS, caoRnoo a�sa2 F N�SHED D Vertica1 Scale: 1�� = 4� �W�DS BUSINESS CENTER P o eox 9� EX1ST1NG � • 970 92B-3373 • FAX 926-3390 • ELEVATION GRADE 0 � a \ � . _ � � 1/2" nNCHOR eo�T �w. GRATE MUST BE TRAFFIC RATED �PROVED BEDDING 2' MIN � O ���� ����Q �����������iP l���. _ � � a ri � p � fo� °_�o . _ `:..��'.�`�-:�'w �='45`..,f.,p;- �s : r :,-s:.r�s-;.. . �14i:"r 9� �`�'Z"�'* "r� . . s ✓ ` ` + �� ,„ _ BOND BREAKER 4 MIL BOND BREAKER 4 MIL POI.YETHYLENE SEE VER'fl\THRUST BLOCK PLASTIC (TYP) PLASTiC (TYP) ,:,.•'; �,`" Pa' DETAIL FOR SIZING RISER !�� 4 ~� � �RTM RBED DOUBLE 45°BENDS TO �nCAL 7HRUST BLOd( - SEC110N NUMBER HEIGHT WEIGHT a' � CLOSEMESH GRATE 1 B PARALLEL BENDS - PLAN �P�� A 9CP TURN NO 2737010 1'-0� 1,350 1NEICHT: 130 Ibs. �STANDARD" HIGHWAY GRATE N0. 2137020 2'-0" 2,900 N0: 7200110 WEIGHT 260 Ibs. � N0: 7200120 SEE PARALLEL BENDS N0. 2137030 3�-0" 4,350 s�-8� DETAIL FOR SIZING 3/8' PLYWOOD FORMS \ N0. 2137040 4'-0' 5,800 5'-8' DISTRICT �� � `'�t.� `��`�� ���i� �C "C/�% � N0. 2137050 5'-0� 6,750 s• sr APPROVED BEDDING THESE DETAILS j N0. 2137060 6'-0" 8,100 � 3• ARE TO BE . STANDAR� GRAlE tO � 3/16' ./, FOLLOWED FOR �0� CONSEAL 102 ,,.. ERWSTALLA710N y• • -, .- � V J . �� SQUARE INLET FRAME & COVER `��`�° . � UNDIS7URBED . �� '.� � o�� � W ; �. � ° `oo "' � � /j°� `,_f �� ,. EI►Rni y ., � . - - � � 3 � � 25 1/2p POLYETH EYLENER 4 MIL/ ` \`•�` ,\` � � � i o ' ^ PLASTIC (TYP) ✓" �` � IF RISER�IS REQ�D. BASE IS POURED � ' MINIMUM BEARING / � NATH A SHIP-LAP" JOINT. � � 3 16' � SURFACE AREA - � � � � PLYWOOD FORMS - MINIMUM 3 8' O y�� �p� � � 3' » OR DISTRICT APPROVED EQUNA ENT �p. FT %i ♦ i / �. � r ��� � � 24 � � BEND - PLAN DEAD END - PLAN w M"'� �a� JOINT DETAIL ,. MINIMUM BEARING SURFACE � A �"� �� PLAN VIEIN N.T.S. 31 � MARKING TAPE TO AREA - S0. FT BnSE �v� FRAME & GRATE M ABOVE TOP OF � � O i BE PLACED 24' -� NUMBER HEIGHT WEIGHT PIPE OR ANY �~/�'� PER PLAN PROiFiUSION � V J � � N0. 2135030 3'-0" a.836 �- %/f%!'/i �%/'!,!//f /f/ //'//�/ �'; �/f//s'r:',r�/ �' / NON-SHRINK � ` � N0. 2135040 4'-0" 5,230 �� � ` GROUT � Pa�eH e�� a Mi� ! w � � N0. 2135050 5'-0' 6,680 r � ° . - � PLASnC (TYP) 4 r� Q `� 2 SQUARE f � . � i�r� H0. 2�3soso s'-o' 8,�30 � INSIDE DIMEN. �a / � ` / � 0 6 � < �`• ` EXTENSIONS " � � ° AS REQUIRED \ ,, °' i � V I 2/3 MINIAI M BEARING O.D. PIPE\� (� • � � 68' x 36" x 4" KNOCiCOU > w '' '�-, ' � ; '- / TYPICAL OPPOSI7E WAU 68" x 36' x 4" 36" x 36" x 4' y W . 4 Jp ` � «� �R�� AREA - � . � , � � � � KNOCK-WT KNOCK-OUT ' - � : / / / <�� . / / 1 / / / � � � 7YP. OPP SIDE 7YP. OPP SIDE a ° „ „ „ � > ; 18 X 1 S X Z ' ��� '� '' �' '" ' � BEDDING UNDIS7URBED �T� 36` x 36" x 4' KNOCKOUT TYP E 'D' I N LET KNOCK-OUT (TYP) PLYWOOD FORMS - MINIMUM 3/8' MATERIAL EAFt'fH i 1�+�1 TYPICAL OPPOSITE WALL N� ' UEAN TMS'lURBED OR DISTRICT APPROVED EQUNALENT TYPICAL CROSS SECTION � � x NO�ES •" �" � _" � '. `� ° - 6- � TEE - PLAN 1. DESIGNED FOR AASHTO HS-20 LOADING. ¢ � � � A �^ � � � � �? � � , MINIMUM BEARING SURFACE (SF) � � � � 2. DESIGNED ACCORDING TO ASTM C857-87 3� T�'P• �. � N MINIMUM BEARING SURFACE (SF) � � � AND ASTM C858-83. SECTION A�, END VIEW _• FOR 201 TO 250 PSI � , FOR 200 PSI AND LESS s�zE e�os � q� � r T, O � • a' � e - a SIZE BENDS �E � OF PIPE i1-1/4° 22-1/ 45° 90o DEAD END r+� ,.., OF PIPE 11-1/4° 22-1/ 45� 90° D� �D 4" 1 6 3.1 4 4 8.0 � � a 2' SQUARE PRECAST BOX DETAIL 4" '.3 �.5 2.5 + g.4 6- ,.s 3., s.2 ,,.4 ao � � . � 6' 1.3 25 5.0 9 0 6.4 8' 1.6 3.1 6.2 11.4 8.0 O ` > > B' 7.3 25 5.0 9.0 6.4 10� 2.4 4.7 9 25 171 12.0 ` � a�-`. • � � /�� CATCH BASIN 10' 1.9 3.8 7.4 13.7 9.7 12' 3.4 8.7 13.1 24.2 17.1 � � TYPE 16 VALLEY i_� � o o � ,r �.� 54 ,0.5 ,93 ,�.� ,6• �.8 ,,.6 �.� 42.o zg.� FRAME AND GRATE � 2 3/4-�� � � WI TH 1 . �J' SU M P 1e- 4.� 9.3 ,9., �g 2�.8 20• 9.0 ,�.9 �.0 64.8 �.8 � N M 20' 7.2 14.3 28.0 51.8 36 6 SCOIB. 1" - Z'-O" � � GENERAL NOTES J� � �R�n� i� � g ,,a � ~ 1. MEGALUG RESTRAINTS SHALL BE USED IN CONJUNCTION WITH THRUST BLOqCS, UNLESS ENGINEERED. 2. MINIMUM AREA REWIRED NALL BE 'fHAT OF AN 8 INCH MAIN CONCRETE OWNER/DEVEIAPER � JOINT DETAIL s° �. 3�-0" THRUST BLOCKS � 3. ALL 7HRUST BLOdCS SHALL BE FORMED. 7HE MINIMUM THIqCNESS FORM MA7ERIAL SHALL BE 3/8" 4�-Op PLYIMOOD OR DISTRICT APPROVED EWIVALENT sca�. NONE �+� 3-1-00 � VAIL RESORTS . RI SER 4. BEARING AREA BASED ON SOIL BEARING PRESSURE OF 2000 LB/SF �RE�SEp. �2-31-02 � DEVELOPMENT LIFTiNG INSERTS . . � (2)PER SEC110N � PLAN VIEW - APPROVED FOR YEAR 2004 COMPANY r�^ �'�. ;n = ' �; " � � AVON,COLORADO � �� SEE JOINT =� ' ` • ' �s � � m� DET�41L � � �� iT,� o W �Q nxc�sr�cr oF xacoxn ; 0 � ��. DISPERSE ROCKS IN THIS ZONE VARIES � VARIES 2•0� PAN � ��a�� � � � A ! . PROVIDED ROCKS DO NOT INTERFERE WITH � �' �` �^A��M�-� `"`A'��' �.� �' �,.�� �����- � � �" ` � k-,.,.� �_ � �,� � ,. REPLACE EXISTING ASPHALT SEC ON a �� �� �� �,,�;� � � ROCKS GREATER THAN 6' TO BE REMOVED ' ,��� §�,�r �����"��;,� � � BACKFlLL COMPAC110N REQUIREMENTS ��..� �_� �. " •� �°,� �",'�,�,',',�� n_4. � s� FROM BACKFlLL AND DISPOSED OF AS APPROPRIATE. ,,, � , LI FTI N G ` Q � , = a REPLACE EXISTING BAS COU SE �,�����,��� rn Q No Roac alowEO cR�►� ninN s' ` � �i� �� INSERTS � ' � �=�' r' SEE PLAN � SUBGR DE : �enver,Colorado , . • .o IN2T X , / jj //`/ °_ ': ���., T h±; �, � • ¢ � \��A �� �� . � _ - - - - - � - ,, ;�`- � 12 ���f�. � ' n`'"° - _� , � s =- - _ '��'`'�.Y J• MASTER PI.ANNBR � _ \�- s� sPEaFlCanorrs FoR //�' ''s i ;� �T``- �` "� -- _ � . �t y '_,_ ,t., -. & e � O � COMPACTION REQUIREMENTS / / . `"".' i � - `, '_ ` ' � DESIGN ARCHITECT O N ' I ��,i� TtENCH BAqCFlLL . r ' , �� :,z,' ',,, r, �.r r � I I VARIES /�///� = .�'„.`,�- ~, ,� .� , , , y ' , ' `�� '`'''-" ' . ;��`. °'%' „ � , ` �� � ~<, N N ."�� . . _ � , ., ,. r , , HART�HOWERTON � � � `�• � . '�_ .. • _ � 3 _ - � � � - � ,� � 1 12� � ' NEW YORK,NEW YORK � � °s ,,a = � � � . �:c-� �,�''� DRIVEWAY SECTION-REPLACE EXISTING SECTION S�U�.�G�� 1 A y y . a � i/ � MONROE&NEWSLL PNGINEERS,INC f � r _ i, _ �� a NO ROCK ALLOWED ' rJT$ i AVON,COIARADO �3 A �` � ' ° _ - � GREAlER 7HAN 6' ���j.� ' B SEE BELOW E f ��/\_ �>a, �cxnx�c.�u.�cz�cni.�xcuv��x � 1�-1 O� 1�-1 O'� � PIPE SUBGRADE, STABIUZATION \�/��� � ' I 2-� USE GROOVE SLAB TOP FOR � 2,_�„ � . .. MATERIAL IF REQUIRED �j;/\�/\/\/` M-EErrGU�EERS,INC � w �o�; ��� I�� t AVON�COIARADO i / SHALLOW MANHOLES 6 6 9 �I2� 2-� 9 ��2~ MARKING TAPE TO BE . „ CL . » � CIVILENGINEER � /r ru►c� 2+• aovE niE 4-0 4-0 2� or ALPINEENGINEERING,arc �-- VAII�COIARADO " � '. � ` � � �-. : _ *' LEFT SIDE VIEW � TOP OF PIPE 4R 12 �2 � . , ,� HIGHEST PR07tUSI0N „ „ See Plans RIM ELEVAl10N AS , ' � . .' RISER TRENCH ZONES � Q 1" 1" i SHOWN ON DRAINAGE , „ SEE STORM DRAIN STRUCTURE SCHEDULE �� CATCH BASIN HEIGHT CODE WEIGHT � �� �," ��r . PROJECTNUMBER 84253.3 � STRUCTURE SCHEDULE 2-0 FOR FRAME & GRATE OR FRAME dc COVER TYPE. �` o C823 �' C6231 R 930# ` C3 � � a � s �� WT. 3,740# _ ' ° � NON-SHRINK > > Z� CBZ3ZR 1�SGO# �e `7FtENCH BApCFlLL�\ � � Q - 2 x 3 C A TC H B A S I N '` �';`� _ � ISSUE ��SION DA� � GROUT 3' C6233R 2,790# � ' �/�`' 'O = 6 X 6 W1.4 X W1.4 � �jj c���.o-�_• > � -� �-o y/\,�j "� Welded wre Fabric 1A ° ADJUST TO REQUIRED GRADE WITH A MAXIMUM NOTES: DiSTRICT j\/� R o•,� . ' _ = ,�� ��\�' N ? 1 MARRIOTT DRNE AND OF ONE 2" THICK REINFORCED CONCRETE GRADING 1. CATCH BASINS ARE DESIGAED TO MEET ASTM C858 WITF� AASHTO HS-20 LOADING. APPROVED ��\'� "- ~ ' - - - �` �� ;��� ' � C 0 N C R E TE P A N - H' WI D E i� �� RINGS SET IN NON-SHRINK GROUT COMPAC7ED ' � " ,p�,.° • � UTTLITY PLANS 7-12-04 � � 2. OPENINGS MAY BE LOCATED AS REQUIRED. BEDDING ��\, � �- . c� _ �� 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIE�. MATERIAL ,�j � Q'�'; �- , �/ � Z x INSIDE LIP TO BE '; ��-9� PRECAST REINFORCED CONCRETE MH CONE a f� � . � j� BEDDING 05 06 CONST DOC 0813 04 � � HIGHER THAN MAX � ' �� �,� '�`� \\ ZONE � 0 o OUTSIDE UP t INSTALL 1" DIAMETER RUB�R-NEK JOINT GASKET �'-Y�` ` ``/\� " H P T . lA MARRIOTT DRIVE AND � � � g" AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT � �� ' . , ' ��j< 4 B ( yP) N "� � � LIFT HOLES ON IN7ERIOR, INSTALL 1 1/2" DIAMETER UNDI�I�RBED /�y , . . ' . � �� . CL 1�] TT.�*� .�+��7�L � w �� �� `• ��Q �3 -• "- �' \ �G 1 G� U 11�1 i n r,V 9-2404 RUB R-NEK ON MANHOLES LARGER THAN 48 %��b'�o• =� �'�; • ° �� �/j 2% or . . 2% O� { \�\\���\!�/%/j��//://���/;%��/%%/%%\�� See p�ans� 12 '„ 1 p 12 Se�3 1B REVISIONS 11-01-04 � y �. IF THE DISTANCE TO THE TOP OF THE OPERATING ��4 ��� 6� 1YP PRECAST REINFORCED CONCREIE MANHOLE NUT TO 7HE TOP OF THE VALVE COVER IS � � Road Surface or Existin Ground GREA7ER 7HAN 9', AN EXTENSION STEM NALL BE g� M�� dQ �4 c� '' BARREL PER ASTM-C478 9 � Z � ° REQUIRED ON THE OPERATING NUT. 7HE PIPE SUBGRADE pIPE BEDDING ZONE d `' O J 7" MIN ' 12� EXTENSION MUST BE SEdJREO TO THE VALVE - Backfill with Native Mderial � � Q � ' T� Do not use an y Rocks greater than 6" �PERA7ING NUT. _ � Z � , DE� �E tO : 6 X 6 W1.4 X W1.4 m o DIAMETER-SEE STORM � ,E`;��,;-f ,y , �r. �;�� �� (y _ �_�z:,„f WIRE SHALL EXIT M Welded wre Fabric o ;� AL MANHOLE STEPS SEWER PROFlLES �.,�`k '.'� "`k�;� 4�` ` ''` �w'_f -'`��''�` r' PIPE 6" BELOw WA TE R P I P E 6 E D D I N G �,-`_` ! > SEE MANHOLE DETAIL SHEET �;�=v`: ;x �� �`L '�,�r sr�,`� t;� >..i;�°� 2 WI D E � N W/ BITUMINOUS OR ,¢ FOR KNOCKOUT LOCATIONS AND ' �=;�.r �;;; ���E -� '%"- �,��:L-F '=`�`%s��'�=`{`� c�A�E CONCRETE PAN � � PLASTiC COATED '`'_ _ f`' ��'_ �°' - ,`:.•�r - Ma iH�usrniES � ELEVATIONS '� ;= �r��k ! -�r-� � .` �.''- � .. ,- Y , p�r __ '`:�_,= t� ,`�' ,, -\ti%\�/\���\ /t�/���j\�� $Ca�e: 1" = 1�-0" i OR EQUAL � ° ` `��"� cn ��'��� ��rn I��� , ��` ����''� -ti�� _ WRAP 10 GAUGE INSULA7ED . �� .4 - n i ns To w � � ,=- ��,=�` � `.���'�� =�� For Con ect o � p -.. _ .� �'r w, �`�f �'� 'f"�'�s.•�'r COPPER WIRE OVER VALVE BOXES, _ „ � °`�;'-- E��,-a�,�'...��`'� �_�t -,-� `,��,y;�"�-` PROVIDE SIACK ON WIRE Z :' ,' L.� F�,s`�� P��.'j:; � .. . � A,F+ st{ , , r ' ` , ' , M Existing Sidewalks: ' � - � j 1 ,'�`f_„�_� , � � '1 ,� �� 4 4- 0 into�lex�tingbco coweled � � > t - = 1A Trench Backfill � r,. � Q ''f' *-� �`� ° ��' �� '�-°�� �''�'� ' E • • ` �,� /�� Install W1.4 X W1.4 Construct contraction joints 6" on ce # "`°��"�'� � Z w +� �.-- _.r4¢'i e�.�"F{,�...7 �F F�t s r`,�%�� , �s _ . ! /`0� . > o � �� '°� ���`�,°� �1�- _` �`���: � , ° . •9 Class 6 ��� ��� � . -���:� �� � 6�X 6 Welded wre Fabric every 15 per concrete spec. ��,`�o��',�q � o io ,y SEE PLAN VIEW - � � � - - ` - - � �,r ��,,.�� �.�-a : c �' � � _ Provide Cia Dams �-,�` ' ° ��� �_�' � �; c R � "���-i--�� i �,,! 2 above Base Course .� o � � FOR PIPE SIZE(S� Y �, ����'~ �' ��;' �,�� �� � . COMPACT BACKFlLL TO 98X STANDARD � w��x,_ � �° `�>�°��- � "` � _% ; . OadbaS@ � 4� ���t„ �� / � � a� a��s � � a�� � .� �n r a ''��° �o �/ � aiq , � � at 100 intervals "�,a�~ ��7 p:��_,�,°• d�� . , " � PROCTOR TO SURFACE TO SUPPORT � ���-�'° � ,- �,l�,/ _ �������� �A���i�\ a � N t� .>3 ' '; - � � - -. ' < ��, `.'" � � � �i` � .r'� � � _ 8 � � � � �,, _`-�'f.,F,�,`",���r ��;�y`'�,;� . �r - - , , . vAwE Box Undisturbed ��� �"� � ��� o � ''�''�!V`���,,� �iJ =4.� a�i.i t.1 r �,J7� )�P�,)r�.1 ) �..t��� f��� � � } � ,,.�, �.. � F j � _ � �',;� � ``�,- ; r , '_ Soil `�i�\ �` t�.� \`� o � o' �` `�- �r ` ',� � _- �'�_ `° - .: \��\ • �\�� ,/s �' E \l� ` � z i � ' _ _ r;t;;=` -' = `,�`'o.a` ����`% , � _ ' f / VALVE BOX BOTT�M �.'t ! t"'i i � a � � .3� BO$@ Course � r J � \�f� � '�t� ��. �,�4 3 . . � e � (2) Conduits for �F��� _ � ��;-. :� �% .. ..� �%. � t � � �' �� � ,� �- � � -� �p M A R R I 0 TT . _ ;.�' \ \ . , \ \ •r° � ' ��/ � d- m '.�%4i'° \e° ,• ' �� � � / `^�' � �� Loo ed Electric _ , � / / � 0 8" MIN >'' • > a -. , ' P ``� . r�� - \\/�\� � , � \�/�\�/ I n ��-'"r �Y.,l., �,,/F� \� \ o ��' �1\� /�/,,.�,/!,`���� �/�i .-�/���`����''-'�i�\i� ��-�'° !� I � „ - �� - ~t =;�. ';���;°R,�` �1/�;. . �//�% PIPE (see p a s �\", {R� ..Q�, _ \�\ 12" Subgrade � !/ � y � ee a � � � . - - ,� � -- . � � � DRI VE 8c MIN 12 „ e . > � � e ; e .-,, ';; _ �,:. ,,,;,� �\\ \ \ Ca1E vn�vE / ���•� �-�, ��..' .� f� Com acted � � \ \ �..`�;'; �,-�s COMPACTED 3/4 ��, _ � ° ,� a `�� e • ' ',., :�,,',,f = '�/ i . ♦�/ ' ��r�' •--,._� -� ���.,..�L..,(�. � �, P ! � SCREENED ROCK � =° "`°```��f": \/�\ . �\/� Pipe Subgrade ,�f � � �'� to 95� MPD X ' - ' _ ' • � ` ' . � - ,�� F�1_ ��f'' '._ 10 GAUGE INSULATED ./\j „y��� �,j\\�r ��-� �,�,� \�-' ��- �� � �- ;s� � ��;� � y PRE-CAST MANHOLE BASE AND - i'"�� �;'� '�-` COPPER VYiRE TO �5 � �/• ��'� -r /� � �/�� � �' �'� � ' �j°*` �"� f-, 3 ,; __,��-- - �� . - ,��, ��` �, �a..� ���.��a a , U TI LI TY � �0 ` f f FOLLOW WATER MAIN �� _ \ \ �t ,/ � � /�f�� � t�w.:�..���' �..�� ��",'�'�; g FlRST BARREL SECTION CAST MONOLITHIC ° r;,, , ; - -�;.-, w /f�.� > - �//f, �f���ti,�\/jr������/�l S I D E WA L K S E C TI 0 N � � , o ASTM-C478 '� F,{;`,_. 1°� .`�F;= �` :=:. �j�\/ ` ��,,;,�,�s.,.4_ ' , -•\/\ °`\.s'��l4� NTS {�n sh acolor &etextures for == = D E TA I LS �, 8" DEPENDS ON DIAMETER �r' ` ` \f�\ --, � '"��''y,::_ � • �\�/ _ _ - = � MIN 4• PV; -40 Conduit (Typical) ����% �. �. �����:�-��j �� �� ��� C U L VE R T B E D D I N G � � PROVIDE HIGH STRENGTH, NON-SHRINK GROUT Suppli;d By Holy Cross �\l�\��\��\��\��\��\��\j��.��\��� - - � 3" Min. Separation GENERAL NOTE ���//��//\\/l%�/j��/,�,��j/j��/i�//��//��/�t ° ° } � �, AROUND CMP AT KNOCKOUT LOCAl10NS SCALE: 1" = 2'-0~ E N G I N E E RI NG I N C M R 4 � rn 16' Minimum � 1. VALVE BOX IS TO BE INSTALLED PLUMB, LEVEL, AND CENTEREO ON 2' NUT. EDWARDS BUSINESS CENTER • P 0 BOX 97 � o� STORM SEWER MANHOLE PRIMARY ELECTRIC TRENCH GATE VALVE 8c BOX ASSEMBLY EDWARDS. COLORADO 81632 - o • 970 926-3373 • fAX 926-3390 • � pApprox. Scale: 1" = 1'-0" � 4 � � � - � �' � CENERAL NOTES EXISTING FOUND?.TION " D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCO2DANCE WITH ID" WALL jj cO 2�04 42�40 ARCHITECTURE, INC � . 1 . LIVE LOADS USED IN DESIGN: SECTIONS 7,5, 7 6 AND 7 7 OF ACI 318, LATEST EDITION, (�/ERI�Y) B A, TYPICAL FLOOR 50 PSF OR 3000� POINTLOAQ E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DET4ILED OR I I �Q`p4�6�aC�3Fy,���. + AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES, VWE2E PERMITTED, SHALL B 2"m SGHEDULE 40 ��,��D,,'�``?�, B, IWPORTANCE FACTORS BE A MIN IMUM OF 48 BAR D IAMETERS FOR /f6 BARS AND SMALLEt AND SHALL BE A ' �p a �,,,,'��1�°„� CATEGORY 1 M IN IMUM OF 80 BAR D IAMETERS FOR �f7 AND #$ RE INFORCEMENT UNLESS OTHERW 15E �I ,� � � PIPE AT 5 I/2�� HORIZONTP.L � 9`t;' 7 ��'��,,�,��.•tu SEISMIC FACTOR 1 NOTED MAKE ALL BARS CONTINUOUS AROUND CORNERS � II �� f ���� SNOw FaCroR t - - � 2" SGHEDULE 40 PIPE m �'� WINp FACTOR 1 F, PLACE T1h0 �5 �PER 8" THICKNE55� WITH 2�-0�� PROJECTION /�ROUND ALL OPENINGS IN �O � � o � �^ CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROV IDE TWI� #5 X 4'-0" D IAGONALLY AT O O 4�" GUI�RDR?.IL - i i P.T 4 -O�� �, � Q C, wiNO EnCH CORNER, PER IBG SEGTIOh1 1012 m � � � ' �us��, 3 SECOND GUST 700 MPH � N FASTEST MILE 80 MPH G. CONTINUOVS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPL ICED AS O �j � I/2�� BASE PLATE WITH ,9 L ��"J � I I `'d e �.•�, � .. n, EXPOSURE B FOLLOWS� TOP BARS AT M IOSPAN, BOTTOM BARS OVER SUPPORTS, - I I Z I/Z°m EPDXY ��se A ' :,��,a,,.�����'a D� SNOW 7 STRUCTURAL STEEL O O ANGHORS 'p0�of-(�`(��.�Y�, TS 4X4X1/4 GOLUMN X �aBfJ01{E�6S� GROUND SNOW LOAD 100 PSF II A, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WITFI I" X S" X I'-O" �" ' SLOPE TOP OF � I I (2)-#5 GONTINUOUS E. SE ISM IC WH ICH SHALL CONFORM TO ASTM 992, (50 KS I) AND EXCEPT P IPE COLUMdS Wi ICH BP.SE $ G.4P PL,4TE5 N WALL WITH R?.MP SITE CLASS D SHALL CONFORM TO ASTM A53 AND TUBE COLUW4JS TO ASTM A500, GRADE B, LATEST WITFi (4)-3/4�� m EPDXY � CATEGORY C ED IT IONS STEEL SUPPL IER MAY PROV IDE ASTM A572, GRADE 5) AT H IS OPT ION ANGFiORS iNITH 6�� EMBEG S" � SS 0,35 MISCELLANEOUS EMBEODED ITEMS SHALL BE A36 STEEL INTO �✓-PANDREL BEAM a 51 0,08 ea B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A M IN IdUM SNUG T IGHT EXISTING SPANDREL ABO�/E g FOUNDATION W�LL a F, LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE� CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 JNLESS NOTED � ° ° 6ELOW. PRO�/IDE MINIMIM a � OTHERWISE. BEAM I" SHIM AND NON-SHRINK ° 2, TESTiNC, INSPECTIONS AND OBSERVATIONS: GROUT AT BOTTOM OP G�LUMN - �T1 C, STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN AC;ORDANCE WITH THE a• � r��� A, CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL INSPECTIONS OF THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION," i � CONSTRUCT ION (PA 10 FOR BY ONNER) AS OUT�INED IN THE PROJECT R I/2" TRIP.NC�UL?.R � N C7�� SLAB ON GRADE WITH SPEC I F ICAT IONS AND L ISTED BELOW IN CONFORMANCE WITH THE PROV IS IONS OF D. ALL wELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN wELD ING SOC IETY X LJ STIFFENER PL�.TE ° �5 AT I'-6" EAGH WAY CHAPTER 17 OF THE INTERNAT IONAL BU I LD ING CODE. SPEC IAL INSPECT ION SHALL BE STANDARD OUAL I F ICAT IONS TESTS AS OUTL INED IN AWS-D 1 ,1 , I I I � �- � � � O�I /� d ` PROVIDED 8Y A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL II � y� '�F � L ' BUILDINC OFFICIAL. E. MINIMl1M WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS TH4N 3�16" CONTINVOVS I I % 2�� SGHED. �}O O FILLET UNLESS OTHERWISE NOTED � � I _ q�� PIPE AT 5 I/2�� 3/4" = I'-O" ° ° B, THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR: ii _ HORIZONTP.L < w � F, PROVIDE TE1�ORARY BRACING AND PRECAUTIONS NECESSARY TO NITHSTAND ALL IIx _ N I I�Z� � a � � 1 . SOIL PREPARATION CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED III � � �"m SGHED. 4� PIPE a e - AND PERMANENT LATERA� SYSTEMS AND DECKS ARE IN PLACE. GWAIN LINK BARRIER i i -� �, ?.T 4'-O" VER�IGP.L. � o. EARTHNORK EXCAVAT ION, F ILL ING AND COMPACT ION BELOW FOOT INCS RE= 1S.RGH. FOR � � ' } I/2�� ISOLP�TION °O`Oo°a�°Q°O'o �°Q'O'o e�°O°O'o a GUARDRAIL TO EXTEND AND SLAB ON GRApE. C. STEEL FABR ICATOR SHALL NOT RECE I VE ADD IT IONAL COMPENSATION FOR SHOP � � x �O LL � I I ��D OOo�D OOo���Oo�.D DRAWING T IME FOR ANY REV IS IONS TO ERECTION DRAWINGS NOR FOR ANY REV IS IONS SP'EGI�IGP.TIDN I I I - �� MINIMUM 42�� nBOVE SL.°•B JOINT Oo•. � � . � � ° 1�1=111�I�� r/� A � 2 CONCRETE TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECT ON ORAWINGS, � � m W � L J r� T-II� `r J � i i � 7 - T5 4X4X1/4 C.Z055 BAR 4" 5L.4B ON GR.4DE 11=11�- a. THE TAK ING OF TEST SPEC IMENS TO DETERM INE COMPRESS IVE 8. L IGHT GAGE FRAMING � � �' (V WITH F�X6/1^l2.IX1�12.1 a III- � STRENGTH. � � I \ i i TS 4X4X1/4 YHIGLE B/�RRIER Y�►�F - REPLAGE AS ��-� (n �y b� PLACEMENT OF REINFORCEMENT, SPECIAL INSPECTION NEED NOT BE A. FRAMINC ROLLEO FROM STEEL 78 GAGE AND LIGHTER SHALL CON=ORM TO ASTM A570, II CONTINUWS, BUT MUST BE DONE ONCE PLACEMENT IS COWPLETED AND LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 P51 . � � x ^� � j POST P.LI6NED iNITH TEE REQUIRED o , �T� O PR IOR TO CLOS ING THE FORMS ITEMS TO BE CHECKED INCLUDE BAR t�5 P.T I'-h" I I I SEGTION D-D ' � I I LEG WITH 3/4' X h�� O�-�1�� � �� ~ S IZE, GRADE� QUANT IT I ES, SPAC ING, LAP SPL ICE LOCAT IONS, EXCESS IVE B� FRAM ING ROLLEO FROM STEEL 16 GAGE AND HEAV IER SHALL CON=ORM TO ASTM A570� O � BRSE PLATE NITH #5 AT I�-6�� HORIZONTAL � O RUST, AND PROPER CONCRETE COVERAGE, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 P51 , Hc�2izoHra� x i � .; I ° ° ° � 1 ( 1 c, EwBEDDED ANCHOR BOLTS AND STUDS� SPECIAL INSPECTION SHALL BE � � N WD I I D STIFFENER AhD (2)-3/4"4> x-x-x o x-�- d VERTIGAL ` r DONE ON A CONTINUOUS BASIS. ITEMS TO BE CHECKED ARE PROPER C� ALL WqRK SHALL CONFORM WITH THE RECOGNIZED STANpARDS AN) CODES FOR I I � \ I X 8" EMBED EPDXY P.NGHORS „o:Ot° o0°0°O ao°Ot° ao:0: a � ANCHOR D IAMETERS, EbBEDMENT LENGTHS, SPAC ING BETWEEN . L IGHT GAGE METAL FRAM ING� a " � �O ooO���.�oO���.�oO�.�.�oU. ° a � � �� ANCHORS, EDGE D ISTANCES AND CONCRETE CONSOL IDAT ION AROUND � � i WI4X53 �XISTING PREGp.ST �II=TI I=II �I ,�wCHORS, 9, NON-SNR INK GROUT }W a ----- �2)-�5 GONT. i i � DOUBLE TEE � TOPPI NG -�I li 1TI < [� �+ � a TO BE REMOVED 11=11 , �� w 3. STRUCTURAL WELD ING A, NON-SHR INK GROUT SHALL BE PROV IDED u- �W - - - ------- - �� d � � t. 8 ETWEEN COLUt�I BASES AND CONCRETE OR MASONRY SUPPORiS, d/ �� '���I I- � - _________ N �I a. ALL WELOING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 2. BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE 02 MASONRY EXCEPT THE FOLLOWING. SUPPORTS. � �� I I I� _ � � � 1 .� WELDINC DONE IN AN APPROVED FABRICATOR'S SHOP IN 3. CROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENCTH �'�� , I�" � � Z 4" 4" � ACCORDANCE WITFi SECTION 1704 2 2 OF 6000 PSI PRIOR TO ADDING BUILDIN G L OA D S A B OV E, � �� ° � � b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT � °< � � � - O� PcT I'-(�" O DUR ING wElO ING OF THE FOLLOWING ITEMS, PROV IDEO THE MATER IALS, 70, NON-STRUCTURAL ELEMENTS � �W X _ O #5X ry � QU AL I F IC A T IONS O F wELD I NG P ROCEDU RES A ND wELDE RS A RE �z 5" °° a 5" 'Q Q � 6„ � VER IF IED PR IOR TO THE START OF 1M1ORK� PER IOD IC INSPECT IONS ARE A, ELEMENTS SUCH A$ NON-BEAR ING PART IT IONS� ETC. ATTACHED TO AND/OR �W O e o � O O � a � � � MADE OF WORK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFL=CTIONS ANp G G ° IS MADE PRIOR TO COA�PLETION OR PRIOR TO SHIPMENT OF SHOP OTHER STRUCTURAL MOVEMENTS. � ° '�t ' , 1�)DSNNGLE PASS FILLET WELDS NOT EXCEEDING 5/76" IN SIZE B, FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVI)ED AND SHALL MEET ��� (V 8�� (1� � ' O 2�) W E L D E D S H E E T S T E E L F O R C O L D F O R M E D S T E E L F R A M I N G A L L C O D E R E Q U I R E M E N T S F O R T H E T Y P E O F C O N S T R U C T I O N S P E C I F I E D B Y T H E -� F- --------- -7�"� � � MEWBERS SUCH AS STUDS AND JOISTS. ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL 3E CONSIDERED � Q a • a ° o � 3,) WELDING OF STAIRS AND RAILING SYSTEMS. UNRESTRAINED UNLESS OTHERWISE NOTED, � ° I I/2" 3/4" X 8" X 10" � � ° od ° 4,� THE WELDING OF REINFORCINC STEEL LARGER THAN p5 BAR, 5�� � (4)-3/4" � THREADED PLATE v C. ITEMS TO BE CHECKED ARE THE CERT I F ICAT ION OF THE WELDERS, 11 , CENERAL � ROD5 WITH NUT AND LOGKNUT C - � a (2)-#5 GONT. WELDING PROCEDURES. MATERIALS� VISUAL INSPECTION OF WELD SIZE� aILJI=JI-IIL=JL=JI=L= � EAGH END � ��2�� �GCTION C'C �° o ° ° LENGTH, QUALITY, QUANTITY AND SPACING. A ENGINEER�S ACCEPTANCE AAJST 8E SECURED FOR ALL STRUCTURAL SUBSTITUTIONS �I_III-11-llI-Ill-1,�I-l�I- �+••''O• -��-���-���-���-���-���- 4. HIGH-STRENGTH BOLTING B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH ME�HANICAL �w� -��i-III-L=1=111 �� � � � ��I � 2'-O�� ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, _INTELS AND ''�II-�1I=I, ' Z i .� o. Vw-IILE THE wORK IS IN PROCRESS THE SPECIAL INSPECTOR SHALL REQUIRED CONNECTIONS ARE CONTRACTOR'S COtiPLETE RESPONSIBILITY. DETERMINE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, -���I�T�I �� 3/4" = I'-O" � OWNER/DEVEIAPER BOLTED PARTS, AND INSTALLAT ION AND T IGHTEN ING IN SUCH STANDARDS C PR IOR TO INSTALIAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMEVT OR OTHER 'I=1 �� � t r �� � ARE MET SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS � ��=I V�114X53 I I IN ACCORQANCE WITH THE REQUIREMENTS OF SECTION 1704,3 3, THE AND SUPPORTS SHALL BE OBTAINED, UNLESS SPECIFICALLY DETAIL=O ON � SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECT,IVE SUBCONTR4CTOR � 3/4" = I'-O�� VAIL RESORTS � VN-IEN SUCH PROCEDURES ARE REQU IRED BY THE PLANS OR SHALL FURN ISH ALL HANGERS, CONNECT IONS, ETC , REQU IRED FOR INSTALLATION OF z 2 GONTRAGTOR NOTE -VEHIGLE BARRIER SPEC I F ICAT IONS AND SHALL MON ITOR THE INSTALLAT ION OF BO�TS r0 H is ITEMS. �' ss5 FULL HEIGHT OF � BAGKFILL MAY BE aND GUARDRP.IL 10" ' DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN ��- DEVELOPMENT • DRAVW TOGE7HER AND THAT THE SELECTED PROCEDURE IS PROPERLY D PROVIDE ALL E1�BEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHIT:CTURAL, W NEW 1NP.LL EPDXY GROUT 2'-4" ?.BOVE SLPcB (RE 5/SI.0) USED TO TIGHTEN ALL BOLTS. MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEXIS EW6EDDED Q� TO EXISTING W?.LL AT EXISTING YVALL I I � � I I/��� I I/Z�� ��T * 3/8" STIFFENER PLp.TE COMP111�IY ITEMS AND ANCHOR 80LTS SHALL BE FURN ISHE� BY STEEL SUPPL IE2 AND INSTALLEO � � AT 2'-6�� AT EAST 51DE OF � � TS 4X4X1/4 GOLUMi�I I I E�GH SIDE 5. STRUCTURAL MASONRY BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A38. �tlfl OPENING PROVIDED 7�� I I WITH I" X 10�� X 10�� BASE � � AVON,COLOIZADO }� THE EXISTING 1�l/�LL EXISTING DOUBLE TE PLATE WITH (4)-3/4" � i i p, PREPARAT ION AND TAK ING OF ANY REQU IRED PR I SMS OR TEST E� PROV IDE ASPHALT IC MAST IC-COAT INC ON ALL STEEL AND W000 EXPOSED TO EARTH, Q./ I I SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF �� � BEARS ON A �OOTING � � TO REMP.IN X 12" ANGHOR BOLTS ON I I � ARCHITECTOFRECORD REINFORCEMENT, INSPECTION OF GROUT SPACE PRIOR TO CLOSING OF F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF A�L STRUCTURAL R� �0�� GONGRETE WALL I- � AT FROST DEPTH MIN. 3/4" SHIM � NON-SHRINK � � CLEANOUTS AND DURING ALL GROUTING OPERATIONS STEEL� THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIORTO KRITTEN REVIEW (� O�: SOLID GROUTED -�� I, �i (VERIFY) _______ ____ ________ i � ° ° GROUT j j � � � _/'�` � ��r SHOP ORAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACT�R �' MASONRY WALL NERIFY) =llI I-� _______ ________ __ _,� _ ° '°` I i '°` O � � , C. STRUCTURAL OBSERVAT IONS I I I-I I T=1 i�- � � � G, WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC�, SHALL BE Ai SHOVW ON THE -III=1 IL=III-II �I I I I I Q � � � � ■ � 1 . STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE ARCHITECTURAL DRAWINGS AND AS INpICATED IN THE SPECIFICATI�NS. - - - I I I I I I O O CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED " i I I I I < ARCHITECTURE INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL H, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELO AND I I III INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL ARCHITECTURAL DRAWINGS. ' I I I I d � � Denver,Colorddo BUILDING CODE, � I I I I ° I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIqVS. IF CONDITIONS �� HA.NGER AT I I _ I I a 3, FOUNDATION$ ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER -I I -� DOUBLE TEE � � I � I �5�� � GONGRETE a ° SECTION A�� MASTERPLANNER �,IIII-III- _ IIIII BEYOND � � I I PIER WITH (6)-#6 a•••r-�' & A. THE AL�OWABLE SOIL BEARINC PRESSURE ASSUMEO IN DESIGN IS 4000 PSF, THE �I-IIr �'=III= � � I � VERTIGI�L � �4 TIES a e DESIGNARCHITECI' CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE - I I I I a �T I'-O�� ° � a FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN NRITING THE ACTUAL � � I I a ° HART�HOWERTON SO I LS CAPAC I TY IS EOUAL TO OR GREATER THAN ASSUMED /°� � � � r �� � Q B, ALL FOOT ING BEAR ING ELEVAT IONS SHOY�1 ARE ASSUMEO, EXACT BEAR ING � I tl °� NEWYQRK'NE+WY�RK ELEVATIONS SHALL BE VERIFIED IN THE FIEL� WITH ACTUAL CONDITIONS BY REMOVE DOUBLE TEE ° a Q CONTRACTOR WITH APPROVAL OF SOILS ENCINEER AND ALL BOTTOMS OF FOOTINGS 3/4" = I'-O° EXISTIIVG DT TO FLAN6E AS REG2UIRED FO� SHALL BE A M IN IAAJM OF as" BE�Ow EXTER IOR GRADE BE REMOVED R • PL N GOLUMN INSTALLATION , B ° a ° � a a B 2„ < o srttUC�r[rnnLErrGitaFF.R a MONROE&NEWELL ENGINEIItS,INC C, ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL QR T5 4X4X1/4 GOLUMN WITH � ° ° a AVON,COLORADO a PROPERLY COMPACTED BACKFILL� APPROVED BY THE SOILS ENGINEER. BACKFILL �. GOL. I�2° GAP PLATE 3 (4)-3/4" ° d ° MECHANICALEI.ECTRICAI.ENGINEQ� SHALL BE COMPACTED TO �JS°.6 �MINIMUM� MODIFIED PROCTOR DENSITY PER ASTM � THRU-BOLTS I/2" ISOLP.TION ° aa m M-EENGINEE»RS�INC D1557 UNLESS OTHERWISE RECOM�AENOEO IN THE SOILS REPORT, IF SOFT SPOTS ARE JOINT ENCWNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED F ILL �RE: SOIL �� � � f ��I � ° � a ° 2° GLR AVON�COLORADO REPORT FOR DESCRIPTION OF BEARING SOIL) I I � � 4" SLAB ON GRADE ° ° a croII,�r�I�x D, CONTRACTOR SHALL BACKF I LL EQUALLY ON EACH S IDE OF FOUNDAT ION WALLS IN 12 3/4�� = I�-O�� WITH 6X6/WZ IXW2.1 AIPINEENGINEERING,ING INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT, REFER Y�1WF - REPLp.GE �c5 SECTION B-B VAIL,COIARADO TO SOILS REPORT FOR BACKFILL MATERIAL, REQUIRED °'4-.r.o- E, NO BACKFILLING SHALL BE PLACED ACAINST LOWER LEVEL WALLS UNTIL THE LOWER m ° o a LEVEL FLOOR AND AAAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED e a CONCRETE SLABS SHALL BE PROPERLY CURED a ° PROJECT NUMBER G285 7�-%�X�II-16� a v �aII�%�x�x-x o < F. CENTER ALL FOOT INGS UNDER WALLS, COLUtaNS OR GR IO L INES e •O;•0°.° D;Ot° •D°0°.° O:0°. °a °Q:oa°a° 0:oo a°°0:oa�e°^0:oo a UNLESS OTHERWISE NOTED ON PLANS. O�00����oOO�O,00O�e��00 ° .Oo°o�QOo�oO,O°Oo°o��Oo°oO ISSUE REVISION DATE REMaVE EXISTIT�IC� DOUBLE TEES n� n� n� � • � • n �II 111=11 ° a I IT'"II�` C� CONTRACTOR TO PROV IDE. AT H IS EXPENSE� F I ELO DENS I TY TESTS ON COMPACTED AND SPANDREL BEP.M AFTER ALL �I I=IJ.j ' < �I F ILL UNDER FOOT INGS ANO INTER IOR SLABS-ON-GRADE A M IN IMUM OF 2 �L=I I II� R EPR E S ENTaTivE TES7S SHaLL BE TaKEN FOR EACH FOOTiNG aND SLa6 Ora GRaDE NEW SUPPORTS ARE IN PL.°.GE -II ill_ #1MarnotParL�rigAlterat�on7/15/04 EXISTING MP.RRIOT '-II °a ° a IF' H. NOT I FY S01 LS ENG INEER WiEN EXCAVAT ION IS COtuPLETED $0 THAT COND I T IONS MAY ZS��O�� PARKING STRUGTURE � IA REVISION 09/30/04 BE INSPECTED PR IOR TO PLACEMENT OF ANY F ILL OR CONCRETE. Y�114X53 STEEL � ° a, SLAB on� GRnDE BEP.M ON TOP OF NERIFY) I I � a a a a E�O_X�Y GRO� IB �VISION 11/1/04 EXISTING FLOOR A, THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT WITH FfANGER �4T n 2 RE GIVIL FOR I I � (4)-#5 X 3�-D��, a.CCOaDaNCE wirH THE PROJECT SOILS REPORT, THE CONTRACTOR SHALL DIRECT EAGH TEE LEG RAMP LAYOUT E�STIhIC� FOUNDP.TION , 6" INTO FOOTINC� QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE 510 � � ��/ERIFY) � GEOTECHN ICAL ENG INEER. I I a , ° 2b'-O" B. MOVEMENT OF THE SLAB ON GRADE MAY CAVSE DAMACE TO ANYTHING CONNECTED ----------------------- ---- ----------------------------- ----- -III � III- TO BOTH THE SLAB AND OTHER PORT IONS OF THE SUPERSTRUCTURE ISOLAT ION � ` } (VERIFY) GUr DOWI�I EXISTING I II< IL=II DETAILS FOR PARTITION WALLS, BASEBQARDS, PIPING AND OTHER ITEMS NAY BE TS 4X4X1/4 -L�' _O� O � T5 4X4X1/4 � I I FQJNDATION Wp.LL @ o ' a ° � � REqU IREO REFER TO THE APPROPR IATE DRAWINGS OR CONSULT WITH THE GOLUMN �,-P� � W GOLUMN Qg - I I ?.� REQUIRED TO MEET - � n ° RESPONS IBLE MEWBER OF THE DE$IGN TEAM PR IOR TO CONNECT ING ITEMS TO BOTH ------------------------- - -- - --- ---- ---- ---- --- --- - O 5. �. RiSMP ELEVATION O J � °� ° n ` � ° THE SLAB ON GRADE AND OTHER PORT IONS OF THE SUPERSTRUCTURE � 3'-3" X �✓'-.3" X I'-O" � = _I � o e 6 a a 5. CO►�CRETE FOOTING WITH (4) � _ _ �V d� � - - - �I o a I I- RE PLAN POR #5 EP.GH WAY - - - - - - - ° �, ° < REINFORGEMENT A, ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITN TYPE I/I I PORTLAND CEMENT, ___________________________ _ _ _ _ __ _ __ _ __ __ _ _ _ __ L _ _ - �,il III ill� RE PLAN -I�lii III i,l STONE AGCREGATE AND SHALL SAT ISFY THE FOLLOWING RE(�U IREMENTS: --- ------------ - - -- - -- - -- - -- - -- -- - ' � I VEHIGLE BARRI�R O _ CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO � AIR REQ, ________RE: 5/SIO __ � W , 51.0 ------------ - s� -- - -- - -- - -- -- - - FOOT INCS 3000 pei STD - - - --------------------------- -- -- -- } "` � FOUNDATION WALLS 4000 psi STD - - - - - - INTERIOR SLABS ON GRADE 4000 psi STD 0.50 - - - 3 I CONCRETE PIERS (r� 4000 ps� STD 0 50 - - - / " = I'-O EXTERIOR CONCRETE (••) 4500 psi STD 0.45 69:-8Y. ____________________ _____ __ __ _ __ _ __ __ _ __ _ _ _ ' SIO �'- " 6" G 5 � I L � ------------------- -- ---- -- - - -- - -- - -- - -- -- - -- - � � � r FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD 5 Q lL � � . } SALTS W/C RAT 10 SHALL NOT EXCEED 0.4, 51 O � - EXIr7T NEW rw MAX IMUM SLUMP SHALL NOT EXCEED 4" ___________________________ - ______ __ - __ - __ __ _ __ _ __ � TS 4X4X1/4 M I H I I U. � W GOLUMN � � V2" ISOLATION gLOPE SL�''B �RE` G��1L) - - - - -- - -- - -- - -- - - } � 4 � W JOINT B, CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS I�-6�� � GONGRETE I SI.O � � o SHALL BE SPACED AT 12 FEET MAXIMUAA FEET AND SAWCUT OR TROWELCUT i/4 OF PIER WITH (6)-�6 L P ( . I L) o o � ° , SLAB DEPTH X 3/i6" WIDE WITH IN 12 HOURS AFTER POUR INC CARRY ALL 5LA6 Q �/ERTIGAL AND #4 I B ° v J RE INFORCEMENT THRWGH JOINT. ------------------------- - ---------------------------- ----- B TIE T '_O�� - -I - - -� � ° a e � ° x�x--x-x-x-� > ° a C, SLABS TOPP ING FOOT INGS BEAMS AND WALLS SHALL NOT HAVE JO INTS IN a TS 4X4X1/4 ' � L �{ ^ < o on Qo o °v v ° o � a•0'•o p'•�°O°Q po0 � � � Q � NEW RET/�I ING W�L � � e d0�0° e o0e 0 . o 00.'0° e'dOe 0: o ° e 0°� ° Q�pO. n HOR IZONTAL PLANE ANY STOP IN CONCRETE WORK MUST BE MADE AT TH IRD PO INT QF GOLUMN � - AT EXISTING 50UTH = �- �D Qo0 �0 o OO oo ` �' ao0on�° °��n`o � SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE --------------------------- --------------------------- --- --- 6 � ry OO„oU, v ENTRANGE, PROVIDE GHA � ' ^ n -� ������-" °�-_ ° ° I�W�R-" SHONN, ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED 8Y THE � - _ = 6�� �✓-LAB WITH #5 -------- �LJ ENC INEER, � LINK FENGING FOR GU?�RD " W �-� o I I-� - d� _ _ i �4T I'-6" EAGH W.4Y - - R/�IL (�_�/�I.Q)- - - - � - - J � 4„ SLp.B " 'III- - - - li��ll_ . D ALL CONCRETE WORK AND RE INFORCEMENT DETAIL ING SHALL BE IN ACCORDANCE " �' � ON GR.4DE Oj � ������IU (2)_#5 GONTINUOUS WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE, USE ' '' � (EXISTING) - � STANDARD HOOKS FOR DOwELS UNLESS OTHERwISE NOTED, ALL EXPOSED EDGES OF -- -' _ _ _ _ _ J � I'-O�� - - - - - � CONCRETE V�ORK SHALL HAVE 3 4 INCH CHAMFER, - i � PROVIDE 6UARD RAIL TS 4X4X1/4 GOLUMN � r � r N 6. RE INFORCEMENT PER IBG SEGTION 1012 FROM BOTTOM OF � I I I I T5 4X4X1/4 GOLUMN r Y A, ALL RE INFORC INC SHALL BE H IGH-STRENGTH DEFORMED BARS CONFORM ING TO ASTM AROUND �LOOR OPENING SPP.NDREL BEP.M TO , I I I I ON EXI�✓-TING FOUNDhTION �� � � I �� � a A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS vW ICH SHALL 8E RE SEGTION I/51 O TOP OF GRADE BEAM L _ _ _ _ _ J WP.LL DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60, FOR GUARDRAIL DETAIL I ""� - - - I o O o SI D I � I 3/4" = I'-O" . , 't B, WELDED W IRE FABR IC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE � � �� � � � ��, ` � �� ��� �� � LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIREO TOGETHER, 1�� L _ _ _ _ _ _ _ _ _ _ _ _ J / I � N ' a'�o C. REINFORCEMENT PROTECTION � i CONCRETE POURED AGA INST EARTH 3" I/8�� ' I'-O" N � ��� I � � � f �� I �� �� I - � 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" I �l I I �1, I �t } N 3. COLUWNS AND BEAMS (TIE BARS) 1 -1/2" m +� �0 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" I/S�� = I�-O�� a i 5. PRECAST TEE LEC i -1/2" ' v� j I o 2 0� - �