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Home My WebLink AboutDRB16-0109_A100_1478900883.pdf svilti OFiv.. fM V NEW CONTRUCTI N PHASING NOTES -.km180 DRB A APPROVED 5/26/2016 12:00:00 AM 1. REFER TO ILSM SHEETS G-200 AND G0201 FOR OVERALL CONSTRUCTION SEQUENCING. 2 CL 0 CD,0 CD HEERY design SITE ELEMENTS GENERAL NOTES QD1— CD Q N CD 1. TOP OF AREA DRAIN IS 2 1/2" ABOVE STRUCTURAL TEE, REFER TO STRUCTURAL S102 up FOR ADDITIONAL NOTES FOR TOPPING SLAB. Heery International O © O 2. MATCH PROPOSED TOPPING SLAB ELEVATION WITH EXISTING ELEVATION AT EDGE OF 555 17th Street, Suite 500 Denver, CO 80202 6 STRUCTURE. REFER TO CIVIL GRADING AND PAVING PLAN. 720.946.0276 PROVIDE 2" SPRAY INSULATION TO THE UNDERSIDE OF STRUCTURAL TEES REPLACED. project number 13026.08 KEYNOTE - SITE ELEMENTS VAIL VALLEY O STORM DRAIN, INLET, RE CIVIL MEDICAL CENTER © REINSTALL TRAFFIC MIRROR HEAVY DASHED LINES INDICATE © EXISTING WALL AND GUARD RAIL TO REMAIN, REPAINT MEDICAL PROFESSIONAL BUILDING - EXISTING BUILDING ABOVE REPAIRS IstOD EXISTING CONCRETE WALL TO REMAIN, REPAINT WHITE /1 r ^ ') OE STUCCO WALLS, ALIGN WITH SOFFIT AT SOUTH AND WEST SIDES. PAINT TO MATCH EXISTING. 108 SOUTH FRONTAGE ROAD /— i Jr —1VAIL, CO 81657 EA STUCCO WALLS; COLUMN COVER TO UNDERSIDE OF SOFFITI / _ 12" „'► T P- .% ";1 •L T 1, • _ DER STUCCO COLUMN COVER, RE: DETAIL PAINT owner's project number / VERTICAL AC OF PAD"SA ETY YE II1LOW". _"..A. ..& _...A..__...4. ,.r...�.�..�..& . 13026.11 de ( HIGH POINT OF CONCRETE TOPPING SLAB SLOPE TOWARD DRAIN, IN DIRECTION AS SHOWN consultants/construction managers / I I I ON PLAN A / A STRUCTURAL AND CIVIL OI L 11 11 IICONCRETE PAD, = P ' 0 4DJACENT, HEIGHT OF EXISTING DOOR SILL PAINT VERTICAL MARTIN/MARTIN, INC. B I I \Wr' , - I- I I , FACE OF PAD "SA ETY YELL•W . 225 MAIN ST., SUITE C 101 , EDWARDS, COLORADO 81632 H H i © FUTURE COLUMNS FOR P BEST'IAN BRIDGE 970.926.6007 I111, BOLLARD, 4" DIAMETER STEEL PIPE, FILLED WITH CONCRETE. 12"X12"X1/2"THICK STEEL BASE MECHANICAL, ELECTRICAL, PLUMBING IIIA ` 1111 I� 896TTABOR0 T. LAKEWOOD, CO O B.5 I � ♦ 1 �- YELLOW. �� .,_ � v— - v_ 80401-4700 0 ON FLOOR ABOVE c 1 © NOT USED 303.232.6200 /1 \ 1 I OM ALIGN FLUSH CONCRETE TOPPING SLAB WITH EXISTING GARAGE CONCRETE SLAB I ON GATE TO PREVENT OCCUPANT TRAVEL DOWN BEYOND "P2" LEVEL. GATE TO BE el — I I I — — {— — I I — 1 — CONSTRUCTED OF 1 1/2" DIAMETER STEEL PIPE, PAINTED, AND SELF CLOSING. PARKING I O GATE TO PREVENT OCCUPANT TRAVEL DOWN BEYOND "L1" LEVEL. GATE TO BE (E) I CONSTRUCTED OF 1 1/2" DIAMTER STEEL PIPE, PAINTED, AND SELF CLOSING. seal/signature P2 G2 1 C. © REINSTALL SALVAGED WOOD SIDING. 1 PARKING I(E) REFER TO STRUCTURAL - - REFER TO STRUCTURALL _FOR REPAIR WORK IN P2 FOR REPAIR WORK IN G2I IFIcke‘-‘1\m‘41sc ‘i D - PARKING — — — — — I I — — —' I I — I LEGEND - SITE ELEMENTS (E) I issued for date u \\u I A I / NEW ASPHAL PAVING RE: CIVIL CONSTRUCTION APRIL 15, T1 1I / 2016 I \ ,- I + + + + + A item date I :+:+:+:+++++ AREA OF CONCRETE TOPPINe ON PRECAST TEES, EXTEND DETAIL TO + + + + + + I SECOND RISER I ,+,+*+ TRAFFIC COATING, AND SNOW 1 ADDENDUM #1 5/20/2016 0 — PARKING — em _ — — — — I + + + + + (E) ALIGN NEW ALIGN WITH RETURN DETAIL TO EAST - 1 _ 11 1 11 - a" CONCRETE WALK kilih. EXISTING GARAGE 4' -6" MECH/ELEC RM (E) ) SIDE OF BUILDING (2'-0") °4 .4 NEW CONCRETE ■ W/EXISTING 1 CONCRETE SLAB y 1 11"- 3'-9112 / o = 1 © ° °"da 9 ALIGN WITH TOP OF I mAk A 101 © © Al) © © / — + ,\, SIDEWALK °Li •�' - ,� II A 101 ® = PARKING — _ M. A-101 �"��P"�� + + + + + + + + + + + + + —= r E' ,_,..„.,,,,,..t.,.. . �• .+ ' - —' ++ ++ + Pr ++= _ d - ;(E) a n AREA DRAIN (REFER TO SITE ELEMENTS Mill_____ °+ + + + + +++ + + + + + + + +++ + + + + + + ++ + + h++ + + + + + + + +++ + + +++ + + + + + ++++++ ++++ + + + + + + + P, + + + + + + + + + + ++*A.:::::*'._ + ++ +° ° l+ 1 + + + + {�+ ++ _ + . °I GENERAL NOTES I) STAIR (E) 6" CURB/ ► - ' AL LOPE DOWN + + + + + + + + + + + � cw1 41 � A1o1 2 + + + + + + mow! ,� FACE Sf + + + + + + + + + + LPE+ + + + + + + + ++++++++++++ ++++++. ALO o� + 1 + + + i + + [P + + + SPI ++�a,++++t+,+ + + 014 + + + + + + + + • + + '+++ + + + + + + + + + ++++ +++++++ + 4+4 i11 + + ++++++++++++ + ++++++ + 1-+++ +1- 1,9P,-,:+>,. 4 + ,51,9P +-d ++ `F +} + + A" + + + + + + + + + + +`r +• + + + + + + + .+ ++ + ° �a .1 , � . w 1 SLOP P SLOP E++ + + • • + + 0 I § a' 711WERMES + + roma . + + +0 PARKING _ -, + + + + + + + + + lw7FY++ + + + + + + + + + + + + + + + + + + I,u+ + + + + + + + + + + + + + + + UJ+ + + ++ . + 45 (E) - °�,_ + + +�+ + +1 11 ++++++++++++ 1 11 1_j 11+++ + + +++ + + + }J+ + t++ + + + + ++ +++++++++++++ ++ + + +per++ + ++ ++++++ + + +++ +++ +++ ++++rte++ +++ + + + ++ +++ +++ +++ +++ +++ ++++�+ +++ + + + + + + - - • a< _ _ - Q 15 10 4 6 3 0 ?+ '�' a+ + ad \\\ \ \ 1M Aft A 10 +,--.+,--,+,-- a. sem + ( + + + + so + + + + s�oA xwa H. 4.. + + + + + + +++ + + + + + + + � 4a} + o � ® + + + + + + + + + d 101 + RAMP i+ + m1 ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .kA+ + + + + + + + + 8 ;" + + + + + + + + + + + + + + + + , + + + + + + + + + + + + « + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •+ + + + + + br + + + + + ' + OB + + •• . ' s A1 01_ + L1++ + + 013 + + + + + + + + + + + + SLOPE DOWN:*,_. + + + + + + + + + + + + + + + + +S , E+++ + + +<+ +SL ++ + + + + + + +SL +++ + + +SL + .r ++ +++ +++ + + + + � �° PARKING45 °a+h-++++++ _ ++++++++++++++�+++++_.,,...,\+,_ + + + ++++++++++++++++++++++ ++++ ++++++++++++ ++++++++++++ + + + +++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++ ++++++++++++++ +++++ +++ ++++++++++++ +++++++ +++ ++ +++++ + ++++++++++ a (E) REMOVABLE �/. w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EL+ + + J : i :; / / GUARDRAILS r � + • • � +„ „ „ N . , -------' r + * • * * * * * +++ * * * * * * * * + * * * * ++ * * * +++ f++ +++ * + + + + + + + + + + + + + + + + + +++ ++ ++ + + + + + + + + + + + + + + + + + + + + + + +++ + + + + ++++++++++++ + + + + + + + + + + + + +++ +++ + . a ° ° 4" 1 8' - 011 411 I 8'-0" 31/2" P Q - , ° 0 4' 8' 16' 4(11 �4 VIF lel) O O d" SCALE: 1/8"=1'0" d' a a FLUSH WITH GRADE RE. CIVIL A / EQ / EQ EQ EQ a .EQ' a ° ° -MCI P ::.411, a. e L ° ° :III -[a. ,.`. - - - s _ _ — - a— .� 5 5 A-101 A-101 A-101 Q 1 key plan sheet title Ci GRADE LEVEL, PARKING P2 AND G2 SITE ELEMENTS 1/8"=1'-0" sheet number A- 1 00 This document is the property of Heery International,Inc.and Heery International Inc.retains all I drawn by TN checked by Checker rights therein,including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International,Inc.is providing services for the specific project Copyright©2013 by Heery International,Inc.all rights reserved. identified or referred to herein or extensions thereto. It may not be used for any other purpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" except with the express written agreement of,and compensation to,Heery International Inc.