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HomeMy WebLinkAboutB13-0490 CR1 Summary ,� �'1 P� F2 T I f�J / M As R T I hJ COhJSLJLTIh1G EMGINEERS ARCHITECT'S SUPPLEMENTAL INTRUCTIONS DATE OF ISSUANCE: April 15, 2014 PROJECT: FORD PARK IMPROVEMENTS—PHASE IB ASI NO.: 7 OWNER: Town Of Vail 530 South Frontage Road East Vail, Colorado 81657 Attn: Todd O enheimer FROM: Martin/Martin,Inc. 0225 Main Street, Unit C 101 Edwards, Colorado 81632 Attn: L. Mark Luna TO: American Civil Constructors 4901 South Windermere Street Littleton, Colorado 80120 Attn: John Ramse DESCRIPTION OF SCOPE CHANGES Item No.: Drawin Re£: Descri tion: 1. C44 Revise walk and boulder retaining walllimits and grading. Revise site light pole location and elevation. 2. C65 Revise walk limits. Revise site light pole location and elevation. 3. C68 Revise walk limits. Revise site light ole location and elevation. 4. C69 Revise walk limits. Revise site light pole location and elevation. 5. S 101.1 Add detail for foundation modification. Updated grid spacing dimensions to match Architectural. 6. 7. 8. 9. l 0. *NOTE: In the event that an item updated via this ASI results in a required modification to the cost of the project,please provide a change order request to the Owner. DO NOT PROCEED with construction until the change order is approved. 255 MAIN STREET, UNIT C 101,EDWARDS,COLORADO 81632•PHONE:970.926.6007•FAX 970.926.6009 / TRANSITION TO E IIB � � ST CURB�GUTTER IN ' ��� � � ����ST� � �`�`6�� � �'r' _� � _ � � �ST -E- - ��s � �. TRANSITION TO 4' �ST ST� �� F ` _ _ �, CONCRETE GUTf��-ti�t-10' S%� o' ,-----,� �° -G- _ _ � _ _E- - 4' CONCRETE GUTTER � S°c ----�� �, � _ ----�ST� � ���� =���� — _E �,—_�_ � , _ � _ — — o — — _ - b� I a�T o ��= _ �� a� i a � _ _ 44.91 � a C�O sz _ � � � �� O � � , S, _ _ _ �;_ � i � � � _ o c � ,�, �o, �9 T- ob�o - -_ _CDOT CURB/GUTTER TY(3E�61B - I ' o , UBEG-��s �' �� �%, ��� -- (M01�. IFtEB,�LUSH) ALQNG FACE i � _ � -- � �JE � UBE - OF PLAZA IN�€�R�A�E (TYP) , , �`ti" s�� �244 � ���� - _ �� °`°�� --�°`' o a Z � F _��g1 �� �- � � �� � � � �'- ° �%� � � U — � F�'JBE =8240.- � _ '� � � � �� � � � ��., �' � �o Ue��,��, `- ` > BE'�� � —�—�J6 � ��,. �� -- -g239-i ^��" - � T - �°��- �� � ! - ��-��� -� �� � � �- - , — — — — — ��b'— — � � '� �� 82�� �a � �,� \ � \ � � � / --- —8238_ `3� � 42. � �2A � �A '�c F � � �ro �3� 3 i ��6 1.5� � � 43.a3 � � � � 44.4 TOW ��4� \ ~"� 44.89 �� \\ \'�-- �, � n.:� � ,�, c� NOTES: � 1 . ALL NOTES FROM SHEET C41 SHALL APPLY TO THIS REVISION. 2. INTERSECTION OF ALL WALKS SHALL BE A MAXIMUM 1 .9� COMPOSITE SLOPE IN ANY ONE DIRECTION. 3 0 " N 0 � � 0 � � 0 a U N � a N 0 5 10 W = SCALE: 1 "=10' a , ALL DIMENSIONS ARE � U.S. SURVEY FEET a 0 rc 0 � 04 15 2014 � FORD PARKING MARTIN / MARTIN = IMPROVEMENTS CONSLJLT�NG ENGINEERS ° PHASE IB U 225 MAIN STREET, UNIT C 7 O7 � EDWARDS, C�LORADO 81632 3 ISSUE: ASI #�7 970.926.6007 FAX: 97�.926.60�9 o DRAWING REF.: C44 END 4' GUTTER �' BEGIN 4' GUTi�ER N:1660167.07 _, N:1660155.03 E:2757984.76 � i E:2757944.05 ___L1 15 G� � G�� REMOVABLE BOLLP � � � s L114 N:1660161 .49 — � o- E:2757990.78 � L7�1 ° — � REMOVABLE BOLLARD - � N:1660152.84 a E:2757990.33 �,�;� a -�``' �24 � � � L1 13� � C30 REMOVAB �` �����,., �� ° s o � �i N:16 6 01 � `-s��-;� ° — — E:27579� Z.� .� � BUS �' � —' �� � �� � � SHELTER LIGHT ' .;='�?�, � `� C2s �IDLINE A4 N:1660134.72 a -- -_ T__ 0 4 . E:2757971 .22 -` a a C29 � _� '�� a ° L 101 a 6sa ( 757923.52 LIGHT { '� � N:1660095.91 � � Q,�' E:2757980.37 ����M>�h v �' �' �:�L203 ,� , a :�OUR t� � cY , 01�'�C�2�_. o a L51 STAIRS FOR DETAIL, a RE: LANDSCAPE '�-2 " ) C 109 � �, - ��� � C5 _____ .— , , a ---- ____ - -- . NOTES: 0 � a 1 . ALL NOTES FROM SHEET C61 SHALL APPLY TO THIS o REVISION. I a J � 2. PROPOSED RAMP SHALL HAVE 6.OFT CLEAR N � DISTANCE BETWEEN CHEEK WALLS. � � Z 0 N K � S U N � a N 0 10 20 W = SCALE: 1 "=20' a , ALL DIMENSIONS ARE � U.S. SURVEY FEET a 0 rc 0 � 04 15 2014 � FORD PARKING MARTIN / MARTIN = IMPROVEMENTS CONSLJLT�NG ENGINEERS ° PHASE IB U 225 MAIN STREET, UNIT C 7 O7 � EDWARDS, C�LORADO 81632 3 ISSUE: ASI #�7 970.926.6007 FAX: 97�.926.60�9 o DRAWING REF.: C65, C68, C69 �I N E TAB LE NUMBER LENGTH DIRECTION START NORTHING START EASTING END NORTHING END EASTING I L24 28.1 1 ' N76°19'05"W 1660138.30 2757970.35 1660144.95 2757943.05 L71 70.37' N84°19'23"W 1660144.95 2757943.05 1660151 .91 2757873.02 CURVE TABLE NUMBER DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH C111 107°54'52" 18.00' 33.90' N22°21 '39"W 29.11 ' ; START NORTH�NG START EASTING END NORTHING END EASTING 0 � Z a 1660111 .38 2757981 .43 1660138.30 2757970.35 0 Z a J � d' f Z O U � F Z O N K O S � U N � a N WN Q S a Y � � O � 04 15 2014 � FORD PARKING MARTIN / MARTIN = IMPROVEMENTS CONSLJLT�NG ENGINEERS ° PHASE IB U 225 MAIN STREET, UNIT C 7 O7 � EDWARDS, C�LORADO 81632 3 ISSUE: ASI #�7 970.926.6007 FAX: 97�.926.60�9 o DRAWING REF.: C65, C68, C69 Z `� � N � r � I— w � t0 � z � � Q � � o rn � w � Q o 1 2 3 4 � _ �P X, (� ..��'�� Z Z � ° a � � � - — : ; :... 22' 6" N ; , _ _ U] , , . . .:.. ...:.. ... 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SEE SHEET SIOI-2 FOR GENERAL NOTES. ��'� �\� i ; ; � .: �� . ... ry ...:...............{�`..;.......................�....f.zx....'�s:...,v..... . . . � . . ........................................:..............i. � : . . : . . . , . . . ...........:..........................:.............n........................ ...... ..... ...... _ . . . . ....i.... �- ' � i . �: : . . : : . : . . ...... ..... .. .... ...... ...... .. ..... ;.... , . . . . � ; . : : ...... ...... ...... ^' 101. U r: , . ; s i,�. ; ; ` 5 ����� s: � � �._: : � � :... . : . ..__:.. _:�.. _. . _. _ �. � . ...... ......�: _. � . . _ ....._._.... :....... ... ._:..... ; . . .: . �.. , . _ _;.._ . _ . :.. ..`.. _ � �I ' � ; _,_.. � , � � : : : : : : : : : : : : ..F... �.:.... .... .... ....:.... `\ W ���� �=-.:T� � __- _: _� � , n ..� . : : : S; �. . .: . _.,.... �_. ..!.... .. ... . ... ..._ . ... .... . 3: ... .... ... 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' . . . .•++^' � ... ...: ...... ......: ........ . ....... .... ......:. ...:. � . �, ...:.e��fu_ .._ 4 ` ��"g''v�°��� � � 101. � � � ,... :.... , . . , : . ..., _........� ,...... ..... ; € ; ` ! ; , f��, ; ;. ,. :. .. ., , . ,. � — _ ,._ _._< . � � :... , �;... �... (� ._. /� ...i. . ............ . ........... .: .......... . ... :.. ... . _.... _... . `� .. . .. . .. . r f: _ . ....i�;.... . .... ..F .. .. .. .....� ',.... . ... � . .._.. �/ / � � I � � ' �� I � / ' i / � . .-...... . . . ....�.. .. ...... . .. . . . . .. .. . .. : ,�Y .... .. . . . � ......... �. ..._� . ... . . 3 � � . .: , ..... . . ._.... ... .... . ....... : : , . '; � � .. . ..... .. .. ...._ . . . : ; . . . ._.... _ _ ; , ; I/4 - I O _;. <... _ ° . ....: ' . _...__:....... ...... _ �. Z ' : ` _.. _... � . .. / €.. `... 1� _ _ „ , „ __. _ � :. ; ,.... �,,.,..: _. ? ' _ O Z .� _ _ � W �— Q Q J �-�°": --- .... ..........: . :.............:..:..... _..._..._ �.: _. .: ; _ _......:. �:,� ; ,.. :.. ..... ....... ;... ;_. . _....................................:................... ..:........_..:........_:.........._.... : .'..:... .......:............:. .......:...........:...... , _:...._.....:_ : _. � ; �:_ ._ _ ; : — ;.. :. .� � � m _ ___ : _ _ _ , _ . : : . _ : _ _ : � _ s � � _�,�;_ � � � � � � z .. . : _. . ���'I�- ���;�`��_�� 1��► � � � � � ��� �- ��� � �' _ � _ _ � °� � : — _ ° ...... : �1� �N-��� . . � . : . 1 2 4 . ; .... ....; ; ;.. � . ��� .__�.._�....:.......:.. .....:.....�.�... : _.....:. : � ; - _ -. _ : , , � ���. ` � ; � .......�:..... --.�:::l . , /,� . �.: . ... .. _i� ;... 22' 6' � I— �� � � (n � � �'-6" � �'-6' � �'-6" � � � z i i i i LL � Q �'-6" 8'-�" ��'6�� Q m FOUND.4TION NOTES: 4,. 4., 4„ 4., � I. DATUM ELEVATION 100'-O" EQUALS 8244.55' U.S.G.S. AGTUAL ELE�/ATION AS SHOWN ON ARGHITEGTURAL AND GI�/IL ENGINEER'S DOGUMENTS. O 5XI I SXI 2. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION. , , , , , , � 101. �I I �I I I QI. ', ', 101. �I i �I I I 101. I 3. fXXX'-X") INDIGATES TOP OF FOOTING ELE�/ATION. , I, I, I, I, �, 100'-',�O'�," � 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS ��, �', �', �', �qb'-O") ��,� "� L102'-IOf' ��, TOP pF � REPORT. �i;--� I I � - - -IT - - ��;--� SLAE$ ��, i a A - - - : � - --- -------- --- - - - - I - ---------- ------ - - - Z �. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB. � � i � '�, '�, SLOPE'�, SLOPE � i '�, '�, '�, i M 8. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO � I , � ► , - W � � � M M M M \ � BE LOWERED DUE TO SOIL GONDITIONS. �/ERIFY GHANGES WITH I I I I I I d I � �i �i o w N � O � IOI. � N N N \ STRUGTURAL ENGINEER. �� �� � � I I i a , �, i 4' SL'�AB- N-GRA E '�, i '�, J '�, �, i � c\v v v�i �i ° d\- G. PLAGE SLAB ON GRADE ON STRUGTURAL GOMPAGTED FILL OR d' 1 01. � O ' I WI H ,�hDC6 2.1 X 2.1 t(1 �, - NATURAL GRADE AS OUTLINED IN SOILS REPORT. � J �, �', �' �', �"�' 'F' �', ', � � I � �, �, �, 10. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THIGK I i I ' I i I I i WITH 6X6 W2J X W2.1 WELDED WIRE FABRIG. - � I '� - I-I r I � '�, � II. PROVIDE GONTROL JOINTS OR GOh1STRUGTION JOINTS AS SHOWN � '� ' ' ' �q2 j � '� ' a ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT - I I � I� I N o EXGEED 144 FT ? B - - - � I - - .- - - - - _ - --- - - - - - - -- - - - - � z i �L- - - - - - � cn cn 12. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS � i � � [102'-�O"] i � � z z WITH ARGHITEGTURAL DRAWINGS. � w w � � � � 13. GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLESS �'-�''Z" 101. � z w v v �> o � o 0 DIMENSIONED OTHERWISE ON FOUNDATION PLAN, i � � � � � � � � ? w o 0 � > O O � Z � U U � � O 1�1�1 � � � f i�l ��le �1�1 � � � � � � a U U H H � N N N Ul I/4" = I'-O" tn b� � Z z � > � O �n O O N w - �n rn c� C� ¢ � O � N M v oo rn z 0 ;��W z�o� 3w�� ��X 3 a ��W N ��>-N Y Qa�w Q �'waa c� z�Ux z Z = _ =Q�W _ r7 w W W w�goz .,; � Q Q Q �oOQ � � � C�/�, I� � � � ¢W�� � ��,... *;�� _� � C}Q�,�� L�� N � Z~o°N z �: � /� >�� � �y 00 � = Q = °w°i a �.'V�� ��i:J� JOH~ � ;J . ...i' ._ L L � � � Z�(aj� � •• . � �1 m m � Z�=p� y a'�" � a C C � �ZO3 Z � .� w p � d � � (� =�=0� � Q W� N Z � cn � z�a¢ �n N � � oWo°- � � -�-, 0 — =w V Z w O U N�w– a � N � NwmO Monroe & Newell _ Z�~ a � oW Z J 3 Engineers, Inc. � � o a Q 3 a P.O. Box 1597 � ���z 70 Benchmark Road, Suite 204 Avon,Colorado 81620 (9�0>949-��6s Sheet Number: F�X(970)949-4054 Email: avon@monroe-newell.com � � 1400 Glenarm Place, Suite 101 Denver,Colorado 80202 � � � � � (303)623-4927 FAX(303)623-6602 Email: denver@monroe-newell.com �