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Home My WebLink AboutDRB130359 E C E o W E Department of Community Development 1 203 75 South Frontage Road "VAILTOWN OF AUG C Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com TOWN OF UAIL Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improvements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information —Town Code Online. All projects requiring design review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Fee: $250 Multi-Family/Commercial $20 for Single Family/Duplex Single Family Duplex Multi-Family `/ Commercial Description of the Request: The Eagle River Water& Sanitation District wishes to replace damaged, exposed aggre- gate, concrete panels and the underlying waterproofing in the front entry of the Forest Road waste water plant. The District will also re-locate the existing flagpole from the south landscape area to a location within the entry hardscape at the north side of the entry apron. See Sheet 1.0 (attached)for exact location of flagpole. Physical Address: 846 Forest Road, Vail, CO 81657 Parcel Number: 2101-072-16-002 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Eagle River Water& Sanitation District Mailing Address: 846 Forest Road, Vail, CO 81657 Ph a: 70 476-7480 Owner's Signature: /1 Primary Contact/Owner Representative: Jim Boyd Mailing Address: 846 Forest Road, Vail, CO 81657 Phone: (970)471-3696 E-Mail:Iboyd @erwsd.org Fax: (970)476-4089 For Office Use Only: Cash_ CC: Visa/MC Last 4 CC# Exp. Date: Auth# Check# Fee Paid: Received From: Meeting Date: 0°%-1S— 13 DRB No.: 1 Planner: Project No: TRX 13» Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision: �Ftluilw,.Otqa J.!.&%a� i n lvlcxirce&Newell Eagle River Vail Plant Entry Vail, Colorado Plaza. Waterproofing 1nprovemenf ,Ot1901t//IJJ NALO l40Z'i� Y 't it• JJ�/t list;4.i1ti 25 June 2013 (Revised 1 July 2013) Monroe&Newell feu r IN Scope of Work The basis for the work is to enhance the waterproofing on the entry plaza area of the Vail plant. This work involves the removal and replacement of portions of the plaza concrete topping,drainage material, insulation, and waterproofing. The plaza area is supported on a cast-in-place concrete slab on top of concrete precast double tees. More specifically the work will include: 1) Removal of portions of the concrete topping slab and the adjoining concrete slab-on-grade. The existing topping slab is indicated to be 2 inches thick with a one inch layer of gravel below. Care is to be taken not to saw cut to deep. The thickness of the slab-on-grade is unknown but assumed to be no greater than 6 inches. Drilling of holes to determine slab depths prior to sawcutting or demolition is encouraged. The size of demolition hammers, etc shall be limited on the topping slab to not damage precast below. Heavy equipment such as skidsteers,etc shall not be placed on the topping slab above the precast structure. 2) Remove, store, and replace the existing handrail at the side entrance as needed for concrete work. 3) Removal of the one inch gravel layer below the concrete topping. 4) Removal of the V/2 rigid insulation below the grade. 5) Removal of the existing sheet waterproofing,while leaving material to lap with new waterproofing. 6) Removal of the existing fill below the slab on grade and removal of the existing metal edge and waterproofing. 7) Cleaning and preparation of the existing concrete surfaces for new waterproofing. 8) Installation of new fluid applied waterproofing on both horizontal and vertical surfaces. 9) Installation of new rigid insulation. 10)Insulation of drainage board. 11)Insulation of new cast-in-place concrete topping and slab-on-grade with exposed aggregate. All existing finishes,joint locations,widths,caulking, etc. are to matching existing. Eagle River Vail Plant Scope of Work M&N#8827 12)Overlay the existing splashblocks with 2 1/2 to 4 inch concrete topping for drainage enhancement as shown on S8.0. The scope of work above is part of the base work as indicated on S1.0 through S5.0. The following work shall be priced as an alternate to the base price. 1) Removal and replacement of three additional sections of exposed aggregate concrete slab on grade and removal and replacement of the associated concrete curb as indicated on S6.0. 2) Removal of the existing railing at the side entrance and replacement with a new railing to comply with ADA requirements as shown on S7.0. All work shall provide for continuous access to the building front entrance including handicap access. Coordinate with owner for schedule of periods that access to side entrance will be limited. Eagle River Vail Plant Scope of work M&N#8827 DUSTING CONCRETE CURB '-5'(!)I S•70't)' B'A'('-) `° I I ' I OVERLAY S) FLASH BLOCK ( 1 EXISTING EXPOSED --- - - - -- 1 RE 858.0 AGGREGATE CAST4N-Po.ACE C--- 1 �-- I 1 -- CONCRETE Su1BONGRADE (TO REMAIN) FACE OF DUSTING BUILDING BELOW EXISTING EXPOSED AGGREGATE CAST-W-PLACE CONCRETE SLAB-ON-GRADE TO BE NOTE-CONTRACTOR TO VER" REMOVED AND REPLACED CX7!l6TRUCTTION THIS PANEL TO 1 DETERMINE HOW STEP-DOWN LS CONSTRUCTED OVERLAY DUSTING 1 (N)SPLASH BLOCK I EXISTING EXPOSED RE'85flB - _ _ _ AGGREGATE CAST-IN-PLACE B-0'! CONCRETE SLAB-0N4PRECAST 1 1* 2 I CONCRETE STRUCTURE BELOW 33A I 1 1 SECTIONS TO BE REMOVED 1 1 I AND REPLACED PYP.) EXISTITI-- --- - - - - ELIMINATE EXISTING JOINT I CONDRXIN 4 1 U THIS LOCATION 1 &SA I S4.0 1 1 1 EXISTING CMU PLANTER WALL 1 1 1 I E>asnNa EXPOSED EXISTING CASS-IN-PLACE AGGREGATE CAST-IN-PLACE CONCRETE TOF'PWG.lOINT __ • I I __ 1 -- CONCRETE SLAB-MPRECAST PATTERN-RE SECTION 4 CONCRETE STRUCTURE BELOW 1 (TO REMAIN) 1 I 1 1 1 1 1 EXl"NG ROOF ORAIN (TYP.) --�-- -- -- I I I I I 1 PLAZAPLAN -0 N FACE OF EXISTING BUILDING Monroe&Newell TMM:PLAZA PLAN Eng'I—II.Inc. EAGLE RIVER VAIL PLANT ENTRY S 1.0 i�aoomnm P,o,a.a.1o, nA'1x:A-21-mn PROIPLTR aan am.e,cm.m amm (lN)bi�Jm PA%(1071 a2JdEm afA1P:A94HOR'N 2MAWN BY:CJH/PM HMAL J�r.s.srwpam Monroe & Newell Engineers,Inc. P.O.Baz 1397 70 B��Rout,Sulx 204 Avon,C.1..do 81620 PAX(970)949JSOS4 r—l:avonjar97-neae0.rem 1400 Oleo Places Sul.101 Denver,Calonda 60202 (.103)623-4927 FAX 1303)623-6 602 E-11:deovtt®monme-nmvcll.cam 0,40"DRAINAGE COMPOSITE 112"WIDE JOINTS TO MATCH EXISTING WITH SEALANT 11/2"EXTRUDED POLYSTYRENE INSULATION 2112"(±)CONCRETE TOPPING FLUID APPLIED WITH EXPOSED AGGREGATE WATERPROOFING SURFACE TO MATCH EXISTING- 4 WITH REINFORCING REINFORCE WITH 6X610110 .W.F, " s=x—+—s�•—spa--- s='s—s---s d • • , • • . • 4 e • r• . 4 EXISTING P.C.CONCRETE DOUBLE TEE FLANGE EXISTING CAST-IN-PLACE CONCRETE SLAB SECTION 1 3/4'=V-0' REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 6-25-13 EAGLE RIVER VAIL PLANT ENTRY CJH PM SUBJECT: SLAB REPLACEMENT SHEET NO. S2,0 JOB NO. 6827 Monroe & Newell Engineers,Inc. P.O.Bo"1597 70 Benchmark Road,Suit.204 Awn,Col—W 91620 (970J 949-7768 PAX(970)949-4054 Fsnall:nvoNgm.xoe.oew—u- 1400 Olco"rm Place,Silt.101 heaver,Colluro 800 7700)X .11 623-6602 E—il:denvp�mowoo.at.vc0,cpn op 6'-0't 61-8"t CAULK JOINT 21/2'(±)CONCRETE TO 3PING WITH EXPOSED AGGIRE 3ATE NEW(4'MIN.)EXPOSED AGGREGATE SURFACE TO MATCH (STING- CONCRETE SLAB-ON-GRADE REINFORCE WITH 6X6 V 11AXW1.4 W.W.F. TO MATCH EXISTING REINFORCE 0.40"DRAINAGE COMP SITE WITH 6X6 WI AXW1.4 W.W.F. #4 AT V-6"DRILL 4"AND EPDXY 11/2'EXTRUDED POLY TYRENE INTO EXISTING SLAB AT CENTERLINE INSULATION EXISTING PANEL FLUID APPLIED JONT WATERPROOFING EXISTING CONCRETE WALK WITH EXPOSED WITH REINFORCING AGGREGATE SURFACE-REINFORCE EXISTING PANEL ITH 6X6 W W R(TO REMAIN) JONT ■-- : s s 4 d 711111 x jr Z./I �--REMOVE AND REPLACE EXISTING Lu w FILL AS REQUIRED TO INSTALL o w WATERPROOFING w EXISTING P,C.CONCRETE w ° DOUBLE TEE FLANGE 0,40"DRAINAGE COMPOSITE ° O EXISTING CAST-IN-PLACE 1 1/2"EXTRUDED o CONCRETE SLAB POLYSTYRENE INSULATION FLUID APPLIED #4 AT 1'-4" WATERPROOFING EXISTING DOWEL BARS- DOWN VERTICAL FACE CUT OFF AT WALL FACE (3'-0"MIN.) SECTION 2 3/4"=14' REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 6-25-13 EAGLE RIVER VAIL PLANT ENTRY CJH PM SUBJECT: SLAB REPLACEMENT SHEET NO. S3.0 JOB NO. 8827 Monroe &Newell Enginem,Inc. P.O.Box 1,197 70 Bc.,h_y Reed,Snlm 204 A—,C(9o'l1o0r)eds 81620 PAX(9701�9y4 p....tt.ivmr�mmrwocwe0.eam 140001umm Plece,Suite 101 Denver,Colorado 80202 8mei1:denvc FAX "662.9 02 r®mauve-nawGLcao+ 0.40"DRAINAGE COMPOSITE EXISTING PLAZA DRAIN 11/2"EXTRUDED POLYSTYRENE INSULATION 2112"(±)CONCRETE TOPPING WITH EXPOSED AGGREGATE FLUID APPLIED SURFACE TO MATCH EXISTING- WATERPROOFING REINFORCE WITH 6X610110 W.W.F. WITH REINFORCING s=:�--:mss d• e EXISTING P.C.CONCRETE DOUBLE TEE FLANGE EXISTING CAST-IN-PLACE CONCRETE SLAB SECTION 3 3/4" REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 6-25-13 EAGLE RIVER VAIL PLANT ENTRY CJH PM SUBJECT: SLAB REPLACEMENT SHEET NO. S4,0 JOB NO. 8827 Monroe &Newell Engineers,Inc. P.O.Box 1547 70 Bcacbmark Rued.5ulm 7114 Aveo,Cvlundo 816211 0 949-7768 FAX )949-W54 Fmuil:avav�mmme-mwell.mm 1400 Ole—Place,Sohn 101 D—er,Celarsdo 80202 27 Bmnll•dnveKX ffi �,c7m 2"CONCRETE TOPPING WITH PROVIDE 112"WIDE X 1/2"DEEP WITH EXPOSED AGGREGATE TOOLED JOINTS,AS LAID OUT SURFACE TO MATCH EXISTING- ON PLAZA FLOOR PLAN,WITH REINFORCE WITH 8X610/10 W.W.F. HYDROSTATIC PRESSURE- RESISTENT WITH SEALANT V DRAINAGE LAYER OF 1/2"0 CONTINUOUS EACH JOINT WASHED GRAVEL AGGREGATE MIL.POLYETHYLENE 1 1/2"EXTRUDED PLOYSTYRENE INSULATION ELASTIC SHEET ROOFING OVER CONCRETE TOPPING a xz wi s - a—ar---s e— ' , • , e' 4 f � � PRECAST CONCRETE FLOOR SYSTEM SECTION 4 CONCRETE TOPPING SLOPE 3/4" PER 10'-0"TO DRAINS OR EDGES AS NOTED 3/4"=1'-0" EXISTING SLAB CONDITION AS PROVIDED BY EXISTING DRAWINGS BY M&I CONSULTING ENGINEERS FEBRUARY,1980 REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 6-25-13 EAGLE RIVER VAIL PLANT ENTRY CJH PM SUBJECT: SLAB REPLACEMENT SHEET NO. S5.0 JOB NO. 8827 REMOVE AND REPLACE EXISTING EPOSED AGGREGATE CAST-IN-PLACE CONCRETE&M-ON-GRADE AND EXISTING CURB S7A REMOVE EXISTING HANDRAIL AND REPLACE WITH NEW HANDRAB-RE 57.0 i �4 i b i 33A i � - i CONWM 4 , 3 1 1 ' DaSTING CASTaN�LACE CONCRETE TOPPING JOINT -- • __ _ PATTERN-RE:SECTION 4 PLAZA PLAN Monroe&Newell EAGLE RIVER VAIL PLANT ENTRY ��,�.,�• S6.0 Dwm.Cdud.W0] PAZ�1� 5l'.'n'A9 9110 WN DRAW!!9Y:CIIITM Monroe &Newell Engineers,Inc. Bea 1547 70HmcLmaik P.D.Rnad,"" 204 A,C((99o77loQrJado B Ifi7D PAX(471)99 4(-S6 Em";avoo®m"orm-m..d—) 1600❑harm Plan,Sofro 101 Drn .Color)do 50202 1301 PAX(303)673�G02 Emv1L dmvnQmooroa-newe0.eam 4' HSS 4X2X3/16 TOP AND BOTTOM I TYP IHSS 4X4X3/16 i AT 5'-0" I1 1/2'X 1 1/2"X 1/8"AT 5' i 3/8'X 6"X 6"BASE PLATE W (4}100 X 3" (EMBED)EXPANSION BOLTS AT 4'EACH WAY SECTION 5 3/4'=V-0' REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 6-25-13 EAGLE RIVER VAIL PLANT ENTRY CJH PM SUBJECT: SLAB REPLACEMENT SHEET N0. S7.0 JOB NO. 8827 Monroe & Newell Engineete,Inc. P.O.B..1597 70 H-•-*m--k R.ed,Sulm 204 A—.Co1oMu 81620 0 949-7768 PAX 449-4054 FEW:avon®mime-eea�cllmm 1400 Gl n Plata.9ulm 101 D--.Calmed.80202 03))673-4927 PAX 0316236602 F—H.de"veam.nroe-newe0.- 3'-9'(N) 2'-6'(S) BUILDING FACE WITH DOWNSPOUT I CENTERLINE OF DOWNSPOUT i I 4" 4' � zin �5 INDICATES OVERLAY m THICKNESS(TYPICAL) 4" 4" 21/2" 2'-6'(N) SPLASH BLOCK OVERLAY PLAN SECTION 6 3/4'=V-0" REVISION DATE: PROJECT: DWG.BY: CHECKED BY: 7-01-13 EAGLE RIVER VAIL PLANT ENTRY WKS PM SUBJECT: SPLASH BLOCK OVERLAY PLAN SHEET NO. S8.0 JOB NO. 8827 y .. s:cn�: F'��a711 e'er r Nowr ,� , _ ,,- _. ,p $$ Fifl °4 �. -w� c� ..... ».. u "- rm-rav4� n ,.. a-._.._.tifYM1�M� - .t... � � �� ,,> a,n ..� .. �g � �� t '.� ��-c �� ;�" # M �4✓a°;-, a 77=0 V41-7-AW PW SWISS" aM. r„ „ r, ,.. _ r r '.. W: _ . .,...a °`'...•t,.. ' .'f — a, „ W _ - a } 1 + E t Vi , fit + x. � k , s. r ' z y _ __ r:*, �Asa ",'��`✓-��e=�...�:, � s v.. a 9, ap �r5i, * ` *+***********************+**************+*****************+***********+********************* TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R130001339 Amount: $250.00 09/03/201310:01 AM Payment Method:Credit Crd Init: CG Notation: visa becky peterson ----------------------------------------------------------------------------- Permit No: DRB130359 Type: DRB-Minor Alt,Comm/Multi Parcel No: 2101-072-1600-2 Site Address: 846 FOREST RD VAIL Location: ERWSD FOREST ROAD PLANT Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0. 00 **********+*******************************************************+****************�******** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 250.00 -----------------------------------------------------------------------------