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DRB100365 Plans
z.:....` �"ti% ,:'',. ���.� ::> 5 ��.,, �� <<:. ,,,., \.... \.i i _•" �...` `.*%. �.'�Z .'. ;,�: � . . ! i �� ' � � �• � Last Modif ication Date: Full F�ath: ! • • • � .• 1/ �►1-�i►���=��C�]� i��t����. Initials: Scale: AS NOTED Units: ENGLISN . , , � Q C� � a � � • � - ' i � � i � � j s - . 1 1 VICINITY MAP N.T.S J` �r � Loris and A��cacia�es, Inc. ���. ��.� ��;�><�:.<.:..::;:��>� :t:>;:>;��� :.:�� 2585 Tt�allridge Dtive Essf � �����t���� \ � �,r.,:>;>,::;; 303.444.2073 .::::.;:< ,��;.::: u �� www. cam � � a2� — 0713fi No Revisions: r � �, . . ► E . � � '�i����•� SHEEf NO 1 2 3 4 5 6 � ._r . i t. . � N � •r � r " i . :• � .. f, . � �- � ! TITLE SHEEf GENERAL NOTES BRIDGE 11-2 GENERAL LAYOUT BRIDGE 17 GENERAL LAYOUT ASUTMENT DETAI�S SUPERSTRUCTURE & RAILING DETAILS jr`i:� k��� r.a �� µ� d s$.-+n i,:"E _ . . 4 ,.F�a �d°�a�� �i a „ .t , », a'�Y 3.����#'� �� Vail Golf Club TITLE SHEET LORIS AND ASSQCIATES, INC. Prc�ject No. 07136 Sheet Subset: s� �' TT-01 I Subset Sheets: � P�O�I�E�S SET �Q 10-U8-�� CALL UNCC TWO WORKING DAYS sBFO�B You n�s 1-800-822-1987 534-6740 MEfR4 DENVER AREA UTIL(tY NOTIFICATION CENTER OF COlOR4D0 i' � - � • . - � i Sheet Number: � �EN �RAL NOTE�: T UCTUR NOTES: PR GRESS SET A. ALL WQRK SHALL BE IN ACCQRDANCE WITH TME COL4RAD0 DEPA�TMENT OF NIGHWAYS STANDARD SPECIFICATIONS � � A�` Q FOR ROAD AND BRIDGE CONSTRUCTI(�N, 2Q05 EDITION, AND PR(}JEGT SPEGIAL PROVISIC}NS; THE LATEST M&S A. DESIGN DATA; ����$.�� STANDARDS; TOWN OF VAIL STANDARQS; ANQ TNE PROJECT CONTRACT BID DOCUMENTS. 1. AASHT{� LRFD BRIDGE DESIGN SPECIFICATIONS. B. THE EXISTING CON�ITIONS lNDIGATED QN THESE PLANS ARE BASED C}N THE BEST AVAILABLE INFORMATION. THE 2• DESIGN METHOD: LRFD GONTRACT4R IS RESP4NSIBLE FQR VERIFYING EXISTING CONDITIONS AND FQR TNE FIT QF A�L NEW �• LIVE LOAD: PEDESTRIAN LOAD - 10Q PSF C4NSTRUCTION, TRUCK LOAD - 10,000 LB N5 MAINTENANCE VENIC�E STATE AND LOCAL NEALTH AND SAFETY RULES AND SNOWCAT - 13,000 L.B BR180 C. THE C�NTRAGTOR SHALL �QNFORM TO ALL FEDERAL, , REGULATIaNS. ALL `fRENCHES SHALL BE PROPERLY BRACE� AND SHORED TQ FURNISH SAFE WQRKING 4. GLASS D C(}NGREfE - F c=4540 PSI AT 28 DAY5 (BRIQGE DECK, SUBSTRUCTURES) CONDITIONS. TNE CQNTRACT�R SHALL BE RESPaNSIBLE FOR THE SAFEiY OF ALL ASSOCIATED WITH THE 5. REINFORCING STEEL - fy=60,�00 PSI PROJECT AND THE GENERA� PlJBLIC WHERE THE PROJECT IS WITHIN THE TaWN OF VAIL RfGHT-t}F-WAY. SAFEIYf CQNSTRUCTION FENCING MUST BE PIACED ENTIRELY AROUND ANY {�PEN EX�AVATIQN flR AREA B. CONCREfE NQTES: D�SIGNATED BY THE ENGINEER AT THE END t�F EA�H DAY. SAFETY/CONSTRUCTION FENCING SHA�L NOT BE PAID 1. HOT WEATHER AND COLQ WEATHER C4NCREfiNG OPERATIONS SNALL BE PERFORMED IN ACCORDANCE WlTH FOR SEPARATELY, BUT SHAL� BE INCLUQED IN THE WORK. CDOT "STANDARD SPECIFIGATIONS FOR ROAQ AND BRIDGE GONSTRUCTION" SECTI(7�J 601. D. STATIONS, ELEVATIONS AND DIMENSIQNS CONTAINED IN THESE P�ANS ARE CALGU{ATED FROM A RECENT FIELD 2• ALL REINFORC(NG STEEL SHALL BE EPDXY COATED. SURVEY. TNE C�NTRACTOR SNALL VERIFY ALL DEPENDENT DIMENSION� IN THE FIE�D. THE FOLLOWING TABLE GIVES THE MINIMUM EPDXY COATED REINFORCING BAR LAP SPLICE LENGTH FOR CIASS E. THE INF{JRMATIQN SNQWN �N THESE PLANS CQNCERNING THE TYPE AND LOCATI�N QF UNDERGROUND UTILITtES D SPLICES. IS NOT GUARANTEED Ta BE A�CURATE {JR AL� INCLU5IVE. THE CC}NTRACTQR IS RESPONSIBLE FOR MAKING NIS BAR SiZE �4 �5 #6 �7 �8 #9 �1 Q �11 t}WN DETERMINATI�N AS TQ THE TYPE AND LOCATION OF UNDERGR4UND UTILITIES AS MAY BE NECESSARY TO AVOiD DAMAGE THEREI"0, `fHE �QNI'RACTQR SHALL CQNTACT THE UTILITY NOTIFfCATION CENTER OF COLQRADCI AT CONC CLASS D: 1,-3" 1'-6" 1'-1Q" 2'-2" 3'-8" 4'-8 5'-11 7'_3„ 1 --8Q0-92�-1987 AT LEAST 2 DAYS {NQT INCLUDING TNE DAY OF NOTIFICATIQN} PRIUR TQ ANY EXCAVATION OR C�TMER EARTHW4RK. 3. STAGGER SPLICES ONE SPLICE LENGTN WHERE POSSI6LE. F. THE CONTRACTaR SHAL� BE RESPONSIBLE F(?R MAINTAINING TNE STABILITY QF ALL STRUCTURES ANQ 4. ALL EXPOSEQ CQNCRETE EDGES SHALL HAVE A �'4" CNAMFER, UNLESS DES(GNATED OTHERWISE ON THE EXCAVATIQNS DURING CQNSTRUGTION. ��N�• G. THE EXISTING S1TE IS IRRIGATED. THE CUNTRACTOR SHALL BE RESPONSiBLE FOR L4CATING AND STOGKPILING 5, ALL REENFORCING STEE� SHA�L HAVE 2" OF COVER, UNLESS DESIGNATED QTHERWI�E UN PLANS, EXISTING IRRIGATION SYSTEMS TO THE SATISFACTION 0� THE OWNER. NEW IRRIGATION/LANDSGAPIN� DESIGN 6. A�� GtJNSTRUCTION JQINTS SHALL BE TH4ROU�NLY C�.EANED BEFORE FRESH GONCRETE IS PC}URED. AND�C}R EQUEPMENT MAY 8E NEGESSARY, AND WILL BE PROVIDED AND INSTAL�ED BY THE QWNER. THE 7. ALL EXPOSED C4NCRETE SURFACES SHAL� RECEIVE A FORMLINER AND CONCREfE STAIN FINISN TQ A DEPTN CONTRA�TQR SHALL COORDINATE HIS EFFQRTS WITH TNE t?WNER, IRRIGATION AND/QR LANDSGAPING C�NTRACTQR. OF 1'-0" BELOW FINISHED GRADE. A CLASS 1 FINlSH IS REQUIRED AT ALL OTHER LOCATIONS, CQST Ft}R THI5 WORK SHAL� BE CQNSIDEREQ INClDENTAL TO THE PROJEGT. 8. CONCRETE FOR SLOPE AND DITCH PAVING SHALL BE CLASS D GONFORMING T{� ACI 350 CODE REQUIREMENTS H. TNE GONTRACTQR SHALL PRt}TECT ALL W�RK AREAS AND FACILITIES FRtJM WATER AT ALL TIMES. AREAS AND FOR ENVIRONMENTAL STRUCTURES, AND SNAL� BE REINFORCED WITH DEFORMED REINFQRCEMENT THAT ' FACiLITIES SUBJECTED TU FLUQDING, REGARDLE�S OF THE SQURCE QF WATER SHALL BE PROMPTLY DEWATERED CONFQRMS TO MINIMUM REQUIREMENTS aF TABLE 7.12.2.1. AND RESTORED AT NO GOST T(} TNE OWNER. THIS SNAL� INCLUDE REMC�VAL OF ANY QEBRIS CAUSED BY 9. AL� CEMENT SHALL BE SULFATE RESISTANT 7YPE II F�.00DING, I. AI.L ACCESS ROUTES SHALL BE �EfURNED TO PRECON�TRUCTION CONQlTION UP(}N COMPLET10�1 C1F TNE C. STEEL NOTES. PR�}JECT. ALL ASSOCIATED CCISTS FOR REPAIR SHA�L BE PAID FOR BY THE GONTRACTOR, AT NO EXPENSE TO 1. STRUCTURAL STEEL SHALL CONFQRM TO THE FO�LOWING ASTM SPECIFICATI�NS: py���R, CO�D FORMED WELDED SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A847 P�ATES J. TN� Ct�NTRACTQR SHAL� HAVE. ONE (1) CQPY OF THE PLANS, QNE (1) CQPY 4F THE CQNSTRUCTION AND OTHER STRUCTURAL STEEL SHAPES: ASTM A588 SPECIFICATIONS AND ONE {1} C4PY QF THE STORMWATER MANAGEMENT PLAN FOR THE PROJECT AT THE JOB CONNECTION BOLTS: ASTM A325 SITE AT A�L T1MES. ANCHOR BQ�TS: ASTM A449. K. THE �ONTRACTOR SHALL LIMIT CQNSTRUCTION ACTIVITIES TO THQSE AREAS WITHIN TNE LIMITS OF DISTURBANCE p, FQUNDATCON NQTES: ,:: AND/OR TOES �F SLQPES AS SHC}WN ON THE PLANS AND CR4SS--SECTIONS. ANY DISTURBANCE BEYOND THESE 1. EXCAVATION AND FILL: ALL FILL, FROM ON-SITE aR IMP(}RTED FROM 4FF-SITE, SHALL BE TESTED AND S U M MARY U F STR U CTU R E Q UANTITI E� �: t LIMITS SHA�L BE RESTORED TO ORlGINA� CONdITION BY THE CONTRAGTQR AT THE CONTRACTOR S EXPENSE. APPROVED BY THE OWNER PRIOR TO USE IN EMBANKMENT ON THE PROJECT. THE MATERIAL SHA�L CONSIST ``` C(�NSTRUCTICIN ACTIVITIES IN ADDITION TO NORMA� GONSTRUCTICtN PROCEDURES SHA�L INCLUDE THE PARKING QF OF NQN-EXPANSIVE GRANULAR FiLL. VEHICLES OR EQUIPMENT, DISPQSAL QF �I1TER, AND ANY OTHER ACTIQN WHICH WOUL� ALTER EXISTII�G 2. GEQTECNNICAL REPQRT: STRUCTURAL FOUNDATION DESIGN FOR THIS PROJECT IS BASED ON THE �ONTRACT CQNTRACT UNIT BRIDGE BRIDGE �; CQNDITIQN5. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIQNS OR STAGING OUTSIDE THE CONSTRUCT(t�N �E�pMMENaATIONS OF A GE�TECNNIGAL INVESTlGATION BY GROUND ENGINEERING CONSULTANTS, INC {JaB ITEM N0. ITEM DESCRIPTI�N �11 -2 #17 ��� LIMITS SHQWN �N THE PLANS. NUMBER Q7-3801). TNE CONTRACTOR SHA�L BE FAMILIARIZED WITH THE REQUIREMENTS OF THIS REPORT. � � L. TNE C�NTRAGTOR SHAL� CQQRDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE THE TIMELY 202 CLEARING AND GRUBBING EA 1 1 �'��` RELOCATIQN OF THEIR FACCLITIES, THIS GOQRDINATIQN SHALL INCI�UDE ANTICIPATED IMPACTED UTILITIES AND � UNFORESEEN UTILITIES. 202 REMQVAL QF EXISTING BRIDGE EA 1 1 ,. M. THERE IS AN EXISTING GAS �INE ON BR@GE #17. TH15 LINE MAY �E DISMANTLED DURING CONSTRUCTI4N, HC}WEVER, SERVICE MUST BE RESTQRED BY NOVEMBER 15th. THE CONTRACTaR SHALL COORDINATE RELOGATIQN 6�1 PRECAST CONCREfE ABUTMENT AND 1MINGWALL EA 2 2 QF THIS LINE WITH THE UTILITY QWNER PRIQR TO CflNSTRUCTION. N. TQ THE MAXIMUM EXTENT PRACTICAL, THE BR@GE SUPERSTRUCTURE AND SUBSTRUCTURES SNALL BE FABRICATED 628 PREFABRICAT�D BRIDGE UNIT EA 1 1 ,;� C�FF SITE. THE C4NTRACTC}R SHALL BE RESP�NSIBLE FQR THE PURCHASE, DELIVERY, ERECTION AND ALL ASSaGIATED SITE GUNSTRUCTIQN. ��� EARTNWC�RK: A. STRU�TURE EXCAVATlC?N AND BACKFILL SNALI. BE IN A�GORDANCE WITH SECTION 206 4F THE CQOT STAI�DARD �� SPECIFIGATIONS F4R RQAD AND BRIDGE CONSTRUCTION, EXCEPT A� NOTED. COST FOR ALL EARTHWORK SHALL �,,��;.� BE C�NSIDERED INC@ENTAL T� THE W(3RK. �:::.: EN1lIRONMENTAL �1�TES: � = A. THE CONTRACTQR SHALL PREVENT DEBRIS FR4M BEING DEPOSITED INTO THE WATERWAY DURING CONSTRUCTION. ,* �:: ..:; �;:. , ABBREVIATIONS TABLE <° � AASHTO ASSdC1ATI0N OF STATE HIGNWAY AND CL CENTER LINE FES FIARED END SECTION LP LI6NT POLE PROP PROPQSEO T TELEPHQNE ��°� TRANSPORTATION OFFICIALS CLR CLEAR FF FINISH FLOOR FRONT FACE �T LEFf LIGNT PRESSURE REDUCING VALVE / TAN TANGENT ,. ABAN ABANDON CO GLEAN QUT FG FINISH GRADE MAINT MAWTENANCE PR� PRESSURE RELIEF VALVE TBC TOP BACK QF CURB ABC AGGREGATE BASE COURSE COM COMMUMCATION FH FIRE NY�RANT MAS MASONRY PSF POUNDS PER SQUARE FOQT TEMP TEMPORARY ,. ABUT ABUTMENT CONC GONCRETE FL F�OW �INE MATL MATERIAL PSI POUNDS PER 5QUARE lNCH TOC 70P OF CONCRETE TOP OF CURB ALT ALTERNATE CONST CONSTRUCTION FN FENCE MAX MAXIMUM PT POINT OF TANGENCY TOW TOP OF WA�L AMT AMOUNT CONT CONTINUOUS ATION FPS FEEf PER SECOND MB MAfL BOX POINT OF VERTICAL CURVE / POE�YVENYL lYP 7YPICAL APPRQX APPROXIMATE COR CORNER Ff FEEt MECH MECHANICAL Pv� CHLi7RIDE UBC UNIFORM Bt11LDING CODE `° ASPH ASPHALT CP CONTROL PQINT FTG FOOi'ING FITTING MFR MANUFACTURER PVMT PAVEMENT UE UNpERGRQUND ELECTRICAL ASTM AMERICAN SOCIE(Y FOR TESTING AND CY CUBIC YARDS G GAS MH MANHOLE Q1Y QUANTIlY UN4 UNLESS NOTEp OTHERWISE MATER{ALS DEMQ DEMOLITION 6A GAUGE M1N MINIMUM R RAD RADIUS VERT VERTICAL ° AVG AVERAGE DET DETA�L GA� 6ALLON MISC MiISCELLANEOUS RCP REINFORCED CONCRETE PIPE W WIQE WIDTH WATER AWWA AMERICAN WATER WORKS ASSOCIATIQN DIA DIAMEfER GALV GA�VANIZED MJ MECHANICAL JOINT RE REF REFERENCE w WlTH >V�' BF BACK FACE DIP DUCTIL.E IRON PIPE GND GROUND NA NOT APPLICABLE REINF ftEINFORCED D ING MENT w o WITN OUT ° � BFV BUTTERFLY VALVE �� DWG DRAWING GPD GAI.LONS PER DAY NPT NATIONAL PIPE THREAD REQD REQUIRED WWF WE�DEQ WIRE FABRCC BLQG BUILDING EA EACH GPM GALL.ONS PER MINUTE NTS NQT TO SCALE ROW RIGHT OF WAY X SECTION BM BENCN MARK EF EACH FACE GRTG GRATING NWL NORMA� WATER L1NE RT RIGHT BMP BEST MANAGEMENT PRACTICE EJ EXPANSION JOINT GV GATE VA�VE QC ON CENTER SAN SANITARY „ BOC BACK OF CURB EL E�EV E�EVATION HCL HQRIZONTAL CONTROL L1NE OD OUTSIDE RIAMETER SO STORM DRAIN t� AT .. BOF BOTTOM OF FQOTING ELEC E�ECTRICAL HMA HOT MIX ASPHALT ON OVERHEAD Sf SQUARE FOOT CIP COMPLEfE CAST !N PLACE �°�� BOW BACK QF WALK BOTtOM OF WAL� ENGR ENGINEER HORIZ HORIZONTAI. OHE OVERNEAD ELECTRIC SHT SHEET BRG BEARING EOP EDGE OF PAVEMENT HP HIGN POINT PC POWT C1F CURVATURE SPA SPACING SPAGES BS BACKSlGNT EOTW EDGE OF TRAVELED WAY FCVAC HEATING VENTILATIQN AIR CONDITIONING PEJF PREFQRMED EXPANSION J41NT FILLER SPEC SPECIFICATION - C&G CURB AND GUTTER EQ EQUAL HWL HIGH WATER LINE PGL PROFILE GRADE LJN£ STA STATION <�;.,., C C CENTER TO CENTEft EQUIP EQUIPMENT HWY HIGHWAY PI POINT OF INTERSECTION STD STANDARp �r�� ����+ � CB CATCH BASIN EQUIV EQUIVALENT IQ INSIDE DIAMETER PL PROPERTY LINE STL STEEL rrro waftKGNC o�Ys �� CDOT COLQRttDO DEPARTMENT OF ESMT FASEMENT INV INVERT PP P4WER POLE STM STEAM N NORTH BBFO�,B YOU DI+G ,;�; TRANSPORTATION EST ESTIMATE INV EL iNVERT ELEVATION PREFAB PREFABRICATED SWMP STQRM WATER MANAGEMENT PLAN S SOUTH �„$�.�r�„�$�� �=� CFS CUB(T FEET PER SEGOND EX EXISTING IRR iRRfGATiON PREUM PRE(.IMINARY SY SQUARE YARa E EAST ss4—s�oo M�� o�rr,�R r�� CJ GONSTRUCTION JOINT CONTROL JOINT FD FOUNDATION DRAIN LF LINEAR FOOT PREP PREPARATION SYM SYMMEfRICAL iN WEST UTiUTY NOTIFlCATION CEMER OF COLOWtDO ' } CC�MPUTER FIL.E INFURMATI�N SHEET REVISIQNS . . �4� .a��.�=.�.�`��`{ .�}��� �����1"� 029 — 0713� v"'i c°i� c'u� Praject N�./Co�de CreatiQn c��t�: �o�o—o�—o� in�t��i�: aAO o LonsandA��cx�a�es, ln�. GENERAL NOTES t�` y,.� - f'� � : , \� , �Y��»�� �� 2 ` & ESTI MATE D UANTITI ES � Last Madification Date: Initials. o �. � �: �� � �:x ���'y R��� ; No Revisians: � � � � � ,�. � � �� ���F� � � �; . > �`�� 2585 Tr�llrldge Drfu� Ea�t �ar �` � {������it �y��;� � Full Path: � �,. ` �� � �� ;� �, :. �:��3 � ISSUEQ BY; LaRIS AND ASS�CIATES, INC. ;�; �� L�f�►ye'�e,Colorsdo 80026 �` ������ � � �� �� , — � � Drawing File Name: C� � � ': �.�.2073 �� �"` � , � � z� � �; � ReuFSed: Pra'ect No. U7136 Revise�: � � ����� �� ����� r www,LarisanctAa�oc�com � J 2 ;. �� ;; :. ,.yF..,.., ;,.a. :.. „ w....,..�. . .. ., ,k.,.,�..> �.ti z: A��d Ver. 2UQ7 Scale: AS N�TED Units: ENGLISN � Void: Sheet Subset: GN—�1 �ubset Sheets: 1 Sheet Number: NOTE: ALL EXISTiNG B�IDGE MEMBERS, ��� �� u°� ` , �,, ' �, t �� j ,` r� ` � INCLUDING IRRIGATION LINES AND � � { , : r � � 14 -Q Q j0 BRIDGE ABUTMENTS ARE TO BE REMOVED IN � � �''. .� j � s a , 1 � tr ',.. ��, ��, 1 Q'-0 PPR4A�� � � �'<i 44'_8„ B f F ABUT - B/F ABUT ' i �� ; .' ACGC�RDANCE WITH ITEM 242 OF THE . i � o ' � 9'-0" F/F' RAI� STANDARD SF'EC�FICATIflN5. � � SLAB, TYP �, , t i ? { ; � ; 1 i r { r o ; '� \ � j � ' ' �y# i f i V � � �p� \ � � � f �� �t� i � �.� \� , i t � }; E t : �; ' f ' , � , � � EX. & PROP. BRIDGE � ^ � .� � � � �k i� -� .� ,� � } f� i i ! \ �,4� ff >> ,� { ; j j i': � 1 % f�\ , � ,f .` � . 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'... .: .� . � .. ��;. v ' ,�p ...�. :. . . ...� . - .. , �' , � .... . �.. ' .... . ... �., - _ I : BRIDGE ELEVATIO�! � ..... (BRIQGE #11-2 SNOWN, BRIDGE #17 SIMiLAR} - 2 1 0 2 .:_:< � `` 4RIGINAL SCALE: ��Z" = 1'-0" RAILING NaTES: 1. THE RAIL.ING NAS BEEN ESTABLI�HED T(} MATCN THE APPEARANCE OF THE EXISTING BRIDGE RAILI�J� �OCATED ON HOLE �15. THE CONTRACT�R SHALL �'4 FAMILIARIZE HIMSELF WITH THE MATERIAL.S AND APPEARANCE OF THAT BRIDGE � ��� AND ALERT THE ENGINEER OF AN`( APPARENT DISCREPANCIES. � � •��� 2. ALL CUNNECTION PIATES AND HARDWARE SHALL BE SHOP PAINTED BLACK. ��' � P(}ST & B4LTS `�� � 3. ALL BO�.TS SHALL. BE ��Z"� GALVANlZED ASTM A325 WITH STANDARD NUT� .,:>> i � AND WASNERS. . � I 2) s�� z��_ {4} SPA ��°� � ��cK��c raoTES. � � (� �� , TYP , {� �%4" � TYP DECK PANEL `� CLIP N,T.S. 1. GLULAM DECK PANELS SNALL BE WEST �OAST �OUGLAS FIR, INDUSTRIA� , ' :' "� � � � 1'-0'2" � � >, „ �"� DOME APPF�RANCE, COMBINATIaN �5 WITN 100� WATERPOOF' GLUE. ` � � � � � � �"�"i I � �x8 BOLT WITH STANDARD HEAD BOLT N 2, �LULAM DECK PANEI�� SHALL �E FABRICATED PRIUR TO TREATMENT. ��; V, � � � NUT & WASHER, TYP UNt� � 3. �LULAM DECK PANELS SHALL, BE PRESSURE TREATED W4TH 0.40 PENTA �:= � N � I I I I I TYPE � PER AWPA SPECIF'ICATIONS. ~- .�'. �' ` . 4, ALL HARDWARE AND STEEL CLIP� SHA�I. BE GALVANIZED. ;. � ._ ..��..�,�1 ti,��.��.,��� '�� ^:S ��' : �s,�c "�. �. � ' �\.... � �`:,,� `�.�.�.��...�4E '4'�^a4t v^•xa � �\� �'� ..;, '. (j.�....... �.� , ,..'�.t : "� ..�.`.` .::.nSi :,: 1,. <,.):o,..o....,. .. ':s.S���. .C. . � .� .. �...",.:��.... �zk.`"v}�.'-v� �c$ . . .� ..-�,w....... ....�.�.+ , : . . �. .:',.....`'3�...,�...... 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GLULAM DECK PANEI�� SHALL BE MANUFACTURED �Y WESTERN WOaD , ` ��:�� ���„� � �,� : ,> � � � �� � � .�� �� ���.. �. ��� ���•�� �,� a�, ��. �k�. �,h �i.a� �. `�k i.��t�".,;'*� \`.S'�����: �,t,"�.��4�`�i�' ���ti . �.,,.���� � �,� �`�,ti��� '�. `\ ?.:�..:� �; ,.,. ,r. ..z.�. ..>� 'S ti: ,:C � .?;w$o�,"a::?..,.��;;k�.��?>a..�3�;.u,k c� � �,";�`u���. �..�•�� ��'��� z ,. ..:. .� . �.. ,�' � ;'�```,c',\;���"z'a ��;, � ::;i�\�: �`� ���,;. ;,�„�,,4 �a... �.h:���'���� ..:.. __ : � � e, �� � �� ��:��n�°�y� ���w�� �` �.�� �� 2'-0" STRUCTU�ES, INC., t�R APPROVED EQUAL. .,..,,. �a`.i..��".�',ra' ";y.'�„`�.``:.;$,���,`;`: .�?, a�i2�� :"�a3��'.'� �Hi'a�v;'�c�:`a.�;*,�v.. �;c.:, �. :,��'„'`V`��,";`;�;s>;ti\;<..'�;�ti: �:,�; ;�;�,:,�.`��"�"�.._;'e, �i.:z';',4.�;�,�'�'tfi;;4v\:'a�:�;:�..'z �;�„ _�...�...�........r�....�._ :�}\x,��W,;3 �* .;,.��;.r`? �'� .�.;o. ��;.��3�'s��;s`% ..t��e:;:��::3::€`%�"�"���`'. � .a������ne ,� z.� �� � .�'�,��f �� Zs,t���,� .�� �.�����'i�z�'�� `�, 1 ,� ; � � » !, � BEARINGS ' �' ' ��„ ST . � � � � ,, , � ; , � � ' ' � - C CLIP EE� END AM �„ j � �j4lr GAP BEfWEEh! ; , . ; �� CAST IRON c�l � � � , : � � _. � � � i� ,, r, � �..� `��,� �, ,r �.� �' � �' � i i 1 DEEP SILIC�NE SEALANT QVER � ADJACENT PANEL�, TYP �' . � � � I�. �;, rt- ;�, TYPICAL DECK ATfACHMENT SECTION � „ � <'���` ' :� ,%'� �� � � �Z EXPANSION JOINT MATERIAL � I .. ' � �: ���� � �� � ( � � � � ' 4 � f. � � �Si ;� �� ''::�,�''�'�r�� ��,`�,�.X�`'�'`�.�i.�``"y3S�.�Y tiy��*azfti ��'r s � �'-�#} . `��}" a���t,t� '�'�� ' ����s�v��'k��� Z*i����a'S����"��,�'s� �� �; � i R h+')�. ``�;o'�;�*`rr``"` ►`�'�� � �;`,ti �4a�\ \'.a�� �v,�.,u�,.ry.��`����''ti���i �x:���� '" ��...� K7 f'�. ��:����� (""� �°yk'�,��,;;,:����a,��::�°o:s.�.��,,'`'.`<,,��,`�```F+`�•�'` �� `� � f� .�. .v��,.. ;�z "*,��.:;�"� �'�.;.,. t� "ti���,;, �`'.„�S. �� � , �� . � ;:;�.:�;:�:r� ti��h.,r,Y,��.:����.s`>.`��� , 1�. � � z e �z . ,. '+'�"? to�e ti'�,.� �.�ti, ��xa a x � `hc, - . \ � . : . , y +rw+w #+`+�!!� at � fR{�Mw}f'?e�MNSMM 'tl4'�(�. `44 +u!Y++r+`+�+r'+ Y.r+rr M,++.� �.�r�a������� ��� �n � �� �_ .."`'i'o. '��y ���.���',,��`^,,,ji s�"����'��`�'��`*i}i'�`f st � r �/ . �\.2�' �°?Siw's;s,;�,fi x,�s„�lv\,;r�z�,s�� ;��``'•c;`,,'�*.�'`,'�,.i;w'4< �k,�ti 1 T , :�y��a�, �'..* �:����`�•,�,"a�x ��'�r'�..��;:;�:�z�.;`'�7cv'�`'�„..a�.� :� ��.. l :�9rh���a���,�ta�;u�:2.3,x@ �,�g�:n�fa���,i.��'�`� n .� �-.��.�._...�.sa..�..���� fi I x?a r� .:.Y,.r"",�a:z1,t���:���`���.�..'4;.�;:��;;.'� c^,�.�F:��� ` m :.,o ,::� '��z������ti��.�,�����n �� ,�}.,.i��� �- TOP 4F DECK � , ��� w� �t.� ti ��� ���� � � ��, � �,; 2��.:..�s�„���"��,�:���;:�;�;���`��,���'�;���.��,�� r ; < � � ��} _. ,. .. 1 � � BEAM �4 ;. , B�1TOM OF DECK ��� 4 � „ � :;:�. R 8 x22 x�Z, TYP � �� � �"�x14" LAG SCREW WITH WASMER, 8"x22" 60 DUROMETER TYP AT DECK CQNNECTIC►N ONLY TYPICAL DECK ATfAGNMENT SPACiNG EIASTOMERiC BEARING PAD, TYP � 1�i"S�x9" �QLT WITH STANDARD DRILL & EPDXY GRO�JT 1°'�x 15" �«, DETAiL A NUT & WASHER DE�K ATTACNMENT DETAILS BEARING DETAIL ALL-THREAD W1TN DOUBLE-cvurs >: 1 1�Z 0 1 1 1�Z 0 1 1 � 0 1 �:> �Z�_� �-- � � � SGALE;� �'�" = 1'_�" SCALE: 1" = 1'-Q" SCALE: 1" = �,_Q„ C�MPUTER FILE INFORMATI�N SNEET REVISIC}�!S { { j7 rj ����000��o��� /'�/ (y�� 4/� Vai) Galf Cluk� • f # , .Y.?sRt�'4,�� `k < .L{+m�3..t,dXfi'v..� :h.:3'v4'.f2'S�$� Oi.w� _• Y ! � �V ��� v Lons and A��c�cl�es, Inc. � � �5 �� SUPER�TRU�TURE & �AI�rNG Pro�e�fi N Code �� $ Creation Date: 2Q��-U8-�5 Initi�is. DB ,� - -- f '� l 9 ��/ \� �r , �,�� �= E� � � �� D ETAI LS -- � Last Modification Date: Initials: C� � "�� �: ��� �� \� s���� � No Revisians: ..: � ��� , � ��� ..: � ��� 2585 Tnailrldge Driv�a E�est � ��`�`������:` ����� � � Ful! Path: � �. �� �}� /'1,��,,�,,,��,j,� �/�f� �,�: �a� �� ����� �� ���� ISSUED BY: LORIS AND ASSOCIATES INC. .�`. �'��•�.7�""�i VVN{iL�/IJ L1NVG� a''.L�r`ry�`:`'�,w�. y� ,� �3 � � � Drawing File Name: � � ..` �,�.2073 �r�� ,_,� � � ����� � Revised: Project No. �7136 Revised; ,::; �., www.Lo c�m � ����� ��� �.�`�.�.� t .� .� .�� .�,, <s � <, . .�,�... � .,,,�� �j Acad Ver. 2a�7 Scale: AS NOTED Units: ENG�ISN (� ����� Void: Sheet Subset: Subset Sheets. Sheet Number: _ � _ � � \ '�� 'v �� '�� �/ � � �� � � c ��� \ � o � \ � ci� ���. � ^�d� �<� � �, � � l--''"-'' `''°\ � ��, �, `\ �8253.4 ._.. m� \ � � PUB�IC SERVICE GQ. EASEMENT � ��� �,t �, (REC. Na. 865334) r� . �``� �sz��.a � �� � -�-� � «, � .,-.�����.s � ...� ,�, � ... . � y �, � ..-�-� � ; o � �� � � � � � � � � \ '� � °` '`�. \ / � � � ?�8253.6 � � � � � � \ � � �... � �� ~ � \,�, / �-/ '�^' C' °> � ��� \ �, �, \ �. -___-,_. --�(���4.s (� c�: .�C �.- ��� ~ �.\ � � � �"- APPROXIMATE '{00 YEAR �s���,2 �. ,-'' ,.---- ��-- 4 F�00[? PLAIN � � � \� �' � /' � � � � � ��� �,, � `�i,p � .,/� / �"'� � � � ; \ �• \ ./� � . �. � � � � �zsa..� ,,� � :� �� . � \ �i '\ ,- �/. ��. � � �� l �� r � � �' / �_ �� �;... . �. -'"`�. � �t8253.7 _w_____. �. \ � ,,,�-� r' '' ---"'",_ / � � , �� / ,�' r .---''" � __---�- � � � ,� .- �`�, � ,� � � 1 �E 8254.2 . '\ \ /� I TEE ,rr. � �,r� ar.. � `� � 8 53.5 / / ��. �.�---„ ' APPROXIMATE GENTEftLINE OF CREEK � � '�'`��' � � � � �E 256.9 � ----°---- "�,� �253.6 ,��c't / � WET�ANDS � � �. � /' ```., �` .,°`~ -- � QP �'' `.,`.-�.�. ___----' � � � �f � 8253.6 5Q'�'��•� � P � � ,� - � � \ ,,r `��� � ` � N �E � � � � \ . _ � -�-C�- Z �/ f � ,/ --''"�' �E szss.4 �r� t U � f � �f 8253,t} / � � sz��.� �`..-.__. ._-�,''' � f �s�5�.� � � � � � / �"--- '` ' � � � � � �� � ,' • 825 .5 � �� � � � �' �t 8255.1 � � �� / / �E 8252.8 APPFtOXIMATE 50` �,,, � � / '� CENTEft�iNE 4F CREEK �y � � . � / OF ���'�N � r SETBACK F"i�'I �-"� � � �y �O C�.N�t� • C4NTRQL PpINT��74 ,`.�,/ � � �"�4 � �� ��1a °� ELEV. 825A�.6 ` � �-�" �...� �� . � �' 8255.3 / � �� � �-"�-t �J // pr� Z s � � � � �/'' / f ...,,, �E(JG�J.� �+ �� � ..�^"" � ` ~` � e .,. � � � _ ` f � � � • / � � '.."' � �� �� � � � '� ,�E 8255.� 5 � • CONGRE7E BRIDGE � � a r/ t -�-~�._-_._�..a---g2 "� �� �L� 3�8252.� ABUTM�NT �, � � � �� . �`�.�. � � � �, �� �Z �,,.. 8 47,3' � �� � �� � 2��..�/' r s252.5 �` r' � � �� � � � � � � ����,� I � 8" STEEL PIPE a5.2' f ���;,� :.`'~�� �`�2-r�� �'" � � �{ ��+�i \ � . (TOP OF PIPE EL, = 82 5.2) // t,� � � � 82�J4 �•.� ^i...,l '� �+�tt�;` / ��/' 824� , �,�, / . t'`. � \ �, BR�DGE 44.5 / �2'i�'/ + � / � � � �wT..� ° ` �] � / % ��fl ! , " PLASTIG PIPE -H.��J2 � ° � C� �� !�"'� � � � / F,�'' q,`�' sz4s bt \ CS� �� � 4�4.s' '�/ �- f �(8252.8 �,8253.4� � `SZ / � • . "�{ �''� -�,� � �`���� � • f.��/.Q�'�������Q s2a . Bq�TOM OF�WALL8258248.8° $`�`�� l----� � '` __---^-- � - �__ .�c1 �8 �F7.4 f Q,. ,� r � �, y'�1�. ''\ i�i � �,c� �ra� oF wA�.� = s2�4.a' _---'� \ �� `� X �OTTOM OF WAL� = 8248.3' ' . � '� �,,rr�� \ 824& '---""` � `.,,� CONCR E BRIDGE /f" ~ EDGE OF CFtEEK � � A�UTMENT `� �'�` 8247.7"� � \. .� ,,,/ TOP OF WALI. = 8254.1' '����`7 . BOTTOM OF WALL = 8250.3' � � �25_4.1 --'° � � ,,�+ ~' �ORE CREEK � � �z��,�. �, �,, � � �,��5 -,... _._...-° GRAPHI� SCALE � .�'�► ,,,,.,,,, „�� „�--, d'� � ,�. �`�"�f� ,o o s ,a zo ao ���` APPROXIMATE CENTERLINE OF CREEK 8254.8 ""'"w.. .,,,,,,,�. f ./ / �r „�„ �'�- . . ----�„ �ocE oF c��Ex ( �rt ��� ) �,,► � •..,,� �`��� � 1 inah = lb ft. � TEST HOI.E �`��� � ��"r"�"``"" -..r 8 _� �,r � f BUII.DING � �`5� � °`�•�.""""+r......"" �....,. ,� Q� PARCEL BQUNDARY 2S� . '"`^+�+.�..,"""y � "'.,.. ,�� ,.� / '`�'_"' ' • • ' _"""--- • . �,...ti,� � r��. �1 ""'..-..__..�-_ � • r� `„""uu� � f � '�r`"'"""'r�`..""".w„- \�\ � / � �"""*ur `+,J � d ���`� ��` � " \ � � � � � c� � SURVEY4R'5 CERTIFICATE �; a w � � � ���E�� I, 5AMUEL H. EGKER, A PRflFES�IONAL LAND SURVEYOR REGISTERED UNDER TME LAWS C7F TNE STATE `� �' `� � OF CULORADO, DO HEREBY CERTIFY TNAT THIS T4}F'OGRAPHIC MAP WAS MADE BY ME AND UNDER MY � 1} DATE fJF TQPC?GRAPHY: 5/9 0/2014 SUPERVISION, AND THAT THE MAP iS AGCURATE AND CC?RREGT T4 THE BEST QF MY KNQWLEDGE. f 2) BAS1S QF ELEVATIONS: CONTROL P41NT #74 (SEE DRAWING), ELEVATION = 8254.6' {NAVD 88} ���� �'��,�,� � � � 3) NC?TICE: ACGORDING TC? GOLORAC?0 LAW YOU MUST COMMENCE A�lY �E�A� ACTION BASED UP4N ANY ��� `��� � � � � DEFECT IN THIS SURVEY WITHIN THREE YEARS AF�1"ER YaU FIRST DISCOVER SUCH DEFECT. iN NO EVENT, ___,.,-_---_____ --_--- ����.�.,,.__�� ( MAY ANY ACTION BASED UPON ANY DEFECT I�J THlS SURVEY 8E CQMMENCED MQRE THAN TEN YEARS SAMUEL H, ECKER � 4 �� �� �, ` FRQM THE DATE UF CERTIFICATION SHOWN HEREON. CaL�RADO P.L,S. No. 30091 �°a A� � FOR ANC7 QN BEHAL� OF `��'`���lo�! ,�,e���.� � �« ����� � / 4} APPRQXIMATE 100 YEAR FLOQD PLAIN INDICATED IS INTERPQI.ATED FROM THE FLOOD INSURANCE RATE GQRE RANGE SURVEYING L�C �'��/��� ����1� �: `� / MAP ESTABLISHED BY FEMA, MAP No. 08037CQ489D, EFFECfiIVE DATE: DECEMBER 4, 2Q07. � U � � 5) VERIFY CURRENT BUIL�ING SET�ACKS AND RESTRICTIONS WITH THE PROPER G4VERNING AUTHORITY. q � � / ___ _ _ � � c� 1 � �r � 1 � � �. � X t � ccS v � � � a 1 � V/ '"� `�' *C� 1 i� � � �, �, «� J �-- c� °ti � � Q � � INDICATES A � �"`� � �p DECIDUQUS TREE � G� � '� � � 8254.8 � ' � � � � � ! Q � f � � � � � � � � �C� � l � i wi ° � 3�8253.2 INDICATES AN �� �� � � �, � � � EVERGREEN TREE GRAPHIC S�ALE � 1 1 J �o o s �o za ao r � � r � c���r� ,�''� I � � �a��s.o � � 1 { � F���r ) 1 I / � � 1 ineh = 10 ft. � � � �--''�JJ j � �E8253,� � � f � � � � i � � __'""`��.. � � \ � � � ( � � � 1 i ,� �sz��.4 ► � �``�, .--r~'�� � � j �� �� 1 � -----__.. � �- '�r °°'—°-------��._---�'�"� 1 � `''""�� ''`��--- -----''' � � � '''� � � � � 1 � � � {� � � � , 1 � � .�. 1 l sz5�.3 ,,� � � , � ,� � � , � � � _- -`""�� ..,, � i �y �--� �`' API�ROXIMATE 50' � 1 �8252.9 � � � ' CENTERLINE pF GREEK 8��J 2 I �� ` �� � . .,� �, SETBAGK , , , � ����' � w„ � � GRE�N �.�/ �r./ � H� � � . � � � "�f ��� r �*�., 1aE8252.7 `� 1 �Nj-+ F'"'1 }�{ � �,,,� � � � � � � � � �, r �E8253.3 , ` -�------ � � �'*"q � � A l \ \ �' � }�.� � � � �'�`y � � � � v F-� �.T.� '`-�-'1 �� . ��� '` \ \ � /' �..J 1�-�-�I t 1 f !�-� � � � � � � � � � � a � / � � � � a� t 1 �� / ��'`'� (�- ' � � '� °` `""''r !"�1 �—II � � . ���� ` � cs � 255.3 N � }� � 25 .'R 2�j�, ,0._ .._.._...._.__.. --"'"".�' ,,�,r�'t � ��+. � \ � `� \ � � � � � � � � ~ ' \� �` w � � �. �` �, � � ` � �� �'�, � ,� . �m � �az�s.a � ��s2�.�.3 1� `�-� ---�""� � a � � �°. s � \ � � � � ��� � \� 1� � _ � . 1 \ �,� \ �� �• �----'' '�. � � � \ �� \� � � � �� � . � � �� � 18(82�3.4 • . 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No. 865334) � � 3et8253.0 � �� 8254.6 �„ � ~� \ \ �, ...-� . � � � 1• � � -- �,�,,.- \ \ � � � \ � `�t 8253.6 ''� Q,� / ,�3 . � � ~ ���. �~� � � _---�( � _,.--- \ � � � `�., APPROXIMATE 100 YEAR �°� \ `1�8253.2 \ ,/� �,,. °''� � � C\,� � FLQOD PLAfN �. � \ � �� .� ./ C� I . ti p � +,/ ,,�' �`�! ►`�, � �` � ''�'.T \ � �`�, �`�.,� � � �'* � �. \ �t"82�4.2 ''� �t`j� � O ``. � . �"_` � �� �v \ � ,/ `-..` + • . . � \ � � /' � �. � � �,",- . .� �E8253.7 � l � �,,.` �.�' �! 1 �,,� c5 . / �. � �` `� f- �,- r '� � w � r' � � � w � � � 4 � ` ''� �t"�254.2 Q �'�.1 � � � � � � �. �,. � �,. , � � s s3.5 � ' APPROXiMATE CENTERLiNE OF CREEK . � , � QjZ-� . � �, '� . � � --- �,,` �2s�.s ,�,, l.0 �a.,, 4 WETLANDS �r` .�' �' \ � / � \� -�.�,. �_ � P,��'P /r (J'} (f-� �., . � � 8253.6 Pc�F'�`� �.''r � � ' � �� � `� �� �.J � � TEE � /� tS� �: N . � \ � � ` � �,,, �� � � � � / `3 \ � U � � ,r� 1 U � 3�t 8253.0 � � O � �� Q C> > ' . � _.-�" f 8253,4 �t 8253.1 _ _ � � c� c:c.� � 'd- C � ����✓�� � ,,..w"" y ' V- �"'� • •••� Ct � �t ""+.� °Cl � �� y�!�R1 e�— WJ r � 0'r � � � � � �, �..�' � t^ 1�., �� � >° � . � �az�.a Q� �: .t °�-` �! 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ECKER, A PROFESSIONAL LAND SURVEYUR REGISTERED Ui�DER �'M� LAW5 t7F THE �TATE � �; G�AF-�HIC �CALE 2) BASIS OF ELEVA7fONS; CC}NTROL PQINT Nc�. 5, EL,E1/ATlC?N = 8244.Q4° �NAVD 88} �UPERVl�SI�N�AN�D 1`HAT �THE MAP S ACCURAI'E rAND Ct?f�RE TMTO T�H� B��T��F MY�NC�W EDG� �� � �. � � �o o to so �a so 3� NC7TICE; ACCORDING TC7 CaLC?RADQ LAW YOU MUST COMMENCE ANY LEGAL ACTION BASEQ UPON ANY �" � w aEF`ECT IN TH1S SURVEY WITHIN THREE YEARS AF�f'ER YQU FIRST DISCC7VER SUCH DEFECT. !N NO EVENT, c�, � � MpY ANY ACTIaN BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED M(7RE THAN TEN YEARS — �*�Q�l��`� ( II�T FE�T } F'ROM TH� DATE QF` CERTIFfCA�"IQN SN(�WN HEREON. �s"' °° 1 inch = 20 ft. � SAMUE�.^H,�ECK�R .°_ _____.. a�� ..� ���� _. 4) APPROXIMATE 1{70 YEAR F'�.00D PLAIN INDICATED NER�C?N BASEQ UPON FEMA FLOQD INSURANCE RAT� CC7Lt7RAD0 P.L.�. No. 30U�1 �"�' .. �� MAP PANE� No. 489, MAP No. 08037Ca489D. FOR AND ON �EHAL� t�F �� � �� ��.., � � GC1i�� RANGE SURVEI'ING LLC °-��;��«�y�a�i�$���,�.`" � � "� �°4� �.a•° � I ������1 �.A�� � � �: �i � � � � � o a v > __ _ . _ __ _ __ _