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Home My WebLink About9180 W. 38th AvenueFOR OFFICE USE ONLY City of Grata: _7 d ie C% MMt~ NiTy DEVELOPMENT Planmerrnit# Building & Inspection Services Division 7500 W. 2e Ave:, Wiest Ridge,CO 80033 Plan Review�w � � rce: 303-235-2858 * Fax: 303-237'-8929 °�� Inspection Lire. 383-234-5933Building Permit Application - =0�-5-7 Property Address.- ae'l-4w, Phone: Property Owner Email: Mailing Address: (if different than property address) Address: Architect/Enoineer E-mail: Contract Contracts City License '� phone: Contract E-mailAddress: Sub Cin Electrical. � Plumbing: 3e 1 ania W.R. City License # Wk City License # W.k City License Other City Licensed Scab: Cather City Licensed Sub: City License # City License Complete all information on I3C)TH sides of this far 8 # i • M1 m FAIMI m rim pMNA• � ilk. � � A pk MF 4 • lAl ♦ MF � Mt .111 t � yy� 4 s MIR • f vflR • M M! � M... M1 � # w. mouni Or materials t Used, etc.) Sq. FtJLF Btu's gallons Ps Squares Other �A City of City of Wheat Ridge Municipal Building 7500 .2 th Ave. WbeatRidge,CO 80033-8001 P:301235.2846 F:303,235,2857 July 24, 2015 OFFI+CIAE ADDRESS,,CHANGE NOTIFICATION N is hereby given that the following address has been assigned to the property/properties as indicated below. OLD ADDRESS: C rossroacls l�ctrcl� o Derz�er ric. � 9725 . Sti`� Avetarae peat I�id e C CJ Cl{?3 NEW ADDR FRq! * Cnlnrndn C hr ctinn MAnfi ec rx i i t'' _ ii 7A4Z txt craze n -I 16, Ifteat Ridge Police Department. 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE. iswig. f. fieatrid e. ii.ei ELECTRICAL LEGE_ND SYMBOL MBCL DESCRIPTION LIGHTING ,.. ,.. ..... ..r. #r.. PST WALL SWITCH +48" UNLESS NOTED OTHERWISE, LMF.R DENOTES SY11TiCHLEG. -{}- 3 -WAY WALL SWITCH, +48" ABOVE FLOOR UNLESS NOTED +OTHERWISE. A-1, ,5 MULTIPLE GANG SWITCH BANK, +48" ABOVE FLOOR UNLESS NOTED OTHERWISE;. 'a OCCUPANCY SENSOR UNIT, CEILING MOUNTED. � FLUORESCENT STRIP LIGHT LENGTH AND MOUNTING PER FIXTURE SCHEDULE. UII 1:3 : SURFACE OR PENDANT FLUORESCENT FIRE, LENGTH/MOUNTING PER FIXTURE SCHEDULE. 1 SURFACE OR PENDANT FLUORESCENT FIXTURE, "NIGHT LIGHT" NON --SWITCHED. EI" -1 RECESSED GRID MOUNDED FLUORESCENT FIXTURE. SIZE PER FIXTURE SCHEDULE. 13 RECESSED DOWNUGHT FIXTURE, TYPE AND SIZE PER FIXTURE SCHEDULE. 01 SINGLE FACE EXIT SIGN, WITH ARROW AS SHOWN TYPE AND COLOR PER FIXTURE SCHEDULE, CLG DOUBLE FACE EXIT SINN,FIXTURE WITH ARROW AS SHOWN TYPE AND COLOR PER SCHEDULE. DNSTUB-DOWN SINGLE FACE BATTERY PACK EXIT/EGRESS LIGHT, TYPE AND COLOR PER FIXTURE SCHEDULE. Ex CEILING MOUNTED BATTERY PACK EGRESS LIGHT, TYPE AND COLOR PER FIXTURE SCHEDULE. GF1 WALL WM BATTERY' PACK EGRM LIGHT, TYPE AND COLOR PER FIXTURE SCHEDULE# - POWER / TELECOFTH111. DUPLEX RECEPTACLE, +15" UNLESS NOTED OTHERIIWISE. DOUBLE -DUPLEX RECEPTACLE, +15" UNLESS NOTED OTHERWISE. -- SINGLE RECEPTACLE, +15" UNLESS NOTED OTHERWISE. (ZH CLOCK OUTLET, +84m UNLESS NOTED OTHERWISE. A CEILING MOUNTED DUPLEX RECEPTACLE, 3 SPECIAL RECEPTACLE, +1510 UNLESS NOTED OTHERWISE. 0 FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE F' wm WIREMOLD WITH POWER AND TELE. COMM. DEVICES AS SHOWN. CH JUNCTION Box, WALL MOUNTED AT +15" UNLESS NOTED OTHERWISE. 0 JUNCTION BOX ABOVE CEILING, 1ICE/DATA JACK, + 15" ABOVE FLOOR IN A 2 1/8"D X 4" SQ. BOX WITH A SINGLE GANG bo " LING SPACE. MUD G AND 314 CONDUIT TO ACCESSIBLE CEI R 'I CABLE OR SATELLITE OUTLET RECEPTACLE, +15" UNLESS NOTED OTHERWISE. TOW FRACTIONAL HP THERMAL ---OVERLOAD SWITCH. 0 MOTOR; SUBSCRIPT INDICATES HORSEPOWER# DISCONNECT SWITCH, SIZE AND POLES AS SHOWN. PUSH-BUTTON CONTROL WITH 1/21C. To ACCESSIBLE CEILING. BRANCH CIRCUIT PANELBOARD, +86" TO TOP OF PANEL.. FIRE ALARM SECURITY DC:3 SECURITY CAMERA, WALL OR CEILING MOUNTED. NARROW ANGLE MOTION DECECTOR, CEILING OR WALL MOUNTED. REMOTE INDICATOR LIGHT, DUCT SMOKE DETECTOR, S=SUPPLY, R=RETURN T/! DUCT DETECTOR KEYED TEST/RESET SWITCH. P PHOTOELECTRIC SMOKE DETECTOR. + THERMAL RATE -OF -RISE DETECTOR. T MANUAL PULL STATION. " BELOW CEILING WHICHEVER IS LOWER. s EIRE ALAARM STROBE* +80' ABOVE FLOOR OR �► B " _ W LING WHICHEVERISLOWER. DELA +80 a XF#F. OR BELOW CEILING, � DIRE ALARM HORN/STROBE (30 � 34 c CARD READER - PROVIDE 4" SQUARE BOX# 'CIR C. UITING 1TAGS TOT"L ELECTRIvaAL LOAD STATEMENT! lf�% m 1. EXISTING ESTIMATED PEAK FROM XCEL 0 125% (20KW)o 83 AMPS 2. NEW ADDITIONAL LOAD: 12.1 AMPS . REVISED TOTAL LOAD; 95.1 AMPS 4. SERVICE CAPACITY: 200 AMP'S NEW - TO REPLACE EXISTING MOLllfilTINQ FLUSH [] SURFACE PANEL Al Ism RATINGS 1 0 3R SOMCE ENTRANCE RATED: ...r...A.. • Mir*Ifs/�T1 �A+i� I�r ISOLATED GROUND SUS:... VOLTAGE: 1 12+ V-1PH-3W AI.C, RATING: 10,000 MAIN C.BA: 100 AMP BUS SIZE: 100 AMP FALEX CONDUIT CONNECTION$ DESCRIPTION CONDUIT, CONCEALED IN WALLS OR CEILING. ,.. ,.. ..... ..r. #r.. CONDUIT, CONCEALED IN FLOOR. •• emo - F .- -- CONDUIT, UNDERGROUND BURIED. A-1, ,5 BRANCH CIRCUIT HOMERUN TO PAIVELBOARD, ARROWS INDICAN NUMBER OF CIRCUITS. 01 NEUTRAL, HOT, SWITCH LEG & GROUND CONDUCTORS AND CONTROL PAIR, RESPECTIVELY CONDUIT STUB --UP , CONDUIT STUB -DOWN 1 ELECTRICAL DETAIL NOTE REFERENCE. EI" -1 MECHANICAL EQUIPMENT REFERENCE. 1 FAULT CALCULATION REFERENCE.. AC ABOVE COUNTER CLG CEILING MOUNTED DNSTUB-DOWN • Ex EXISTING TO REMAIN GF1 GROUND FAULT INTERRUPTER IG IS TED GROUND NL "NIGHT LIGHT" NON -SWITCHED* R EXISTING TO BE REMOVED REL R ° TED -- PROVIDE ADDITIONAL CONDUIT AND VIRE AS REQUIRED* S SPACE MOUNTED U.N.O. UNLESS NOTED OTHERWISE UPSTUB-UP WP WEATHER-PROOF • - AND BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE* -WIRE DE'�iDEB 14 -HEAVY LINE WEIGHT INDICATES NEW WORK, -LIGHT UNE WEIGHT INDICATES EXISTING TO REMAIN* -LIGHT DASHED LINE WEIGHT INDICATES EXISTING TO BE REMOVED- TOT"L ELECTRIvaAL LOAD STATEMENT! lf�% m 1. EXISTING ESTIMATED PEAK FROM XCEL 0 125% (20KW)o 83 AMPS 2. NEW ADDITIONAL LOAD: 12.1 AMPS . REVISED TOTAL LOAD; 95.1 AMPS 4. SERVICE CAPACITY: 200 AMP'S NEW - TO REPLACE EXISTING MOLllfilTINQ FLUSH [] SURFACE PANEL Al Ism RATINGS 1 0 3R SOMCE ENTRANCE RATED: ...r...A.. • Mir*Ifs/�T1 �A+i� I�r ISOLATED GROUND SUS:... VOLTAGE: 1 12+ V-1PH-3W AI.C, RATING: 10,000 MAIN C.BA: 100 AMP BUS SIZE: 100 AMP PER. LEVEL NSNP HALL 30PER LEVET. MOWER LBfB 'HIPS MALL ►Y SCOUTS hTER HTR RM DIHWASHE OR 069 `R Buln A , OU, IL i V ey of Pere; no issues of's per -nm W nmm v T_ i put '' slapnabs '!1!t?imww ui*ng, orBuilding codes or otlw aWkwmas of ft,Ck s Fiat be TO EXISTING UTILITY POLE EXISTING (3#250MCM AL) 2"C. EXISTING XCEL METER X2215539 EXISTING GUTTER TO BE REPLACED IF REQUIRED TO INSTALL NEW TAP BLOCKS. ""\NEW TO REPS EXISTING IN ,SAME LOCATION. LOCATED ON FLOOR BELOW PARTIAL FLOOR PLAN - ELECTRICAL SCALE: ,/a• _ ,'_a• APP-ROVED, _d:t •rp w: __ f EXISTING (3#1 /0 AL) 1 1 /41*C. PANEL 40 I CIRCUIT EXISTING , FAIN DISC. SWITCH 2OOA/2P WITH NEW 200A F'USE'S 32 Its EXISTING 1 1 /4'�C. w RCVTDE NEW CONDUIT AS REQUIRED PANE i A NEW TO REPLACE EXISTING M IN SAME LOCATION. PATCH AND PAINT EXISTING AS REQUIRED. I i EXISTING DISC. "SWITCH 2OOA/3P WITH ' 60A FUSES __—______.r___..W_____.r_.J ELECTRICAL ONE -LINE DIAGRAM - REVISED SCALE: NONE DETAIL NOTES 0 EXISTING PANEL HAS BEEN REPLACED WITH A NEW PANEL. EXISTING FEEDERS HAVE BEEN REPU4CED INCLUDING A J6 GREEN GROUND CONDUCTOR TO THE EXISTING TAP 90X. TERMINATE EXISTING GROUND ON NEW GROUND BAR. OEXISTING FEEDERS TO 8E REMOVED AND REINSTALLED WITH A NEW J6 GREEN GROUND CONDUCTOR TO EXISTING TAP BOX. DO NOT TERMINATE NEW GROUND IN EXISTING PANEL. 3OREMOVE EXISTING ROMEX AND PROVIDE NEW WIRE AND METALLIC WIREMOLD FROM EXISTING JUNCTION BOX TO THE EXISTING EXIT SIGN. PAINT WIREMOLD TO MATCH THE WALL DROUTE CONDUIT DOWN TO CEIUIVG SPACE BELOW. LOCATE CONDUIT ABOVE GRID OILING AND SURFACE MOUNTED IN CORRIDOR. 5� REPLACE EXISTING DUPLEX RECEPTACLE WITH A NEW 4-PIEX RECEPTACLE IN SAME LOCATION. CONNECT TO EXISTING CIRCUIT. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JCN ENGINEERING, INC. ISSUE 1 REVISIONS ISSUE DATE DESCRIPTION i ! • 2 100% 6.23 M 1 S L; 01 , i • 1 x 1473 CAD FILE. 1473EL EC.iOWG t iii �. DJC. ��I► p Ji tklam • . i ,� .... _ . _.._ _ ._.. i 1 i 0 " -0 MOT 7aa i ii 14 « j iii 16 i " ii• i!3 ". 17 i i` IF ILT i 22 i . _ � i.• , i 24 n M► i 23 ii 2 E� • Emigb 1+fi 5 _ 2 11 • +u= * • .. i. i i 2 7 _ _.. ONLY 58 •. 02 34 _6PACE ONLY SP EO 2 r i► � � .x V 1>7 A �y SPACE SPACE ONLY 4 2 SPACE 1 ri iii �` i • Ar r�i IIIb IVI1 � � r iue - .N i i a i ,• i'i i iii i�! j MOTOR(LARGEST) CIRCUIT RECONNECTED PANEL ELECTRIC ! i ELECTRICAL MISC. 12 1 IIA 4 r SHALL BE SUPPLIED BREAKER i .4 ALL PHASE SHARED NEUTRAL y r - r .. .. i . FAULT Mt D ri i PER. LEVEL NSNP HALL 30PER LEVET. MOWER LBfB 'HIPS MALL ►Y SCOUTS hTER HTR RM DIHWASHE OR 069 `R Buln A , OU, IL i V ey of Pere; no issues of's per -nm W nmm v T_ i put '' slapnabs '!1!t?imww ui*ng, orBuilding codes or otlw aWkwmas of ft,Ck s Fiat be TO EXISTING UTILITY POLE EXISTING (3#250MCM AL) 2"C. EXISTING XCEL METER X2215539 EXISTING GUTTER TO BE REPLACED IF REQUIRED TO INSTALL NEW TAP BLOCKS. ""\NEW TO REPS EXISTING IN ,SAME LOCATION. LOCATED ON FLOOR BELOW PARTIAL FLOOR PLAN - ELECTRICAL SCALE: ,/a• _ ,'_a• APP-ROVED, _d:t •rp w: __ f EXISTING (3#1 /0 AL) 1 1 /41*C. PANEL 40 I CIRCUIT EXISTING , FAIN DISC. SWITCH 2OOA/2P WITH NEW 200A F'USE'S 32 Its EXISTING 1 1 /4'�C. w RCVTDE NEW CONDUIT AS REQUIRED PANE i A NEW TO REPLACE EXISTING M IN SAME LOCATION. PATCH AND PAINT EXISTING AS REQUIRED. I i EXISTING DISC. "SWITCH 2OOA/3P WITH ' 60A FUSES __—______.r___..W_____.r_.J ELECTRICAL ONE -LINE DIAGRAM - REVISED SCALE: NONE DETAIL NOTES 0 EXISTING PANEL HAS BEEN REPLACED WITH A NEW PANEL. EXISTING FEEDERS HAVE BEEN REPU4CED INCLUDING A J6 GREEN GROUND CONDUCTOR TO THE EXISTING TAP 90X. TERMINATE EXISTING GROUND ON NEW GROUND BAR. OEXISTING FEEDERS TO 8E REMOVED AND REINSTALLED WITH A NEW J6 GREEN GROUND CONDUCTOR TO EXISTING TAP BOX. DO NOT TERMINATE NEW GROUND IN EXISTING PANEL. 3OREMOVE EXISTING ROMEX AND PROVIDE NEW WIRE AND METALLIC WIREMOLD FROM EXISTING JUNCTION BOX TO THE EXISTING EXIT SIGN. PAINT WIREMOLD TO MATCH THE WALL DROUTE CONDUIT DOWN TO CEIUIVG SPACE BELOW. LOCATE CONDUIT ABOVE GRID OILING AND SURFACE MOUNTED IN CORRIDOR. 5� REPLACE EXISTING DUPLEX RECEPTACLE WITH A NEW 4-PIEX RECEPTACLE IN SAME LOCATION. CONNECT TO EXISTING CIRCUIT. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JCN ENGINEERING, INC. ISSUE 1 REVISIONS ISSUE DATE DESCRIPTION 11.6,14 100% REVIEW 2 12.8.14 100% 6.23 M 1 S PERNM PROJECT NO: 1473 CAD FILE. 1473EL EC.iOWG DRAWN BY. DJC. CHK'D BY: JCN ATE: JUNE 239 2015 SHEEP TTLE ELECTRICAL -FLOOR PLAN -LEGEND -ONE-LINE DIA. -0 SCHEDULES E1 SHEEP 1 OF 1 FOR OFFICE USE ONLY City of dWh6Date: t iC Vit. rt DEVELOPI, P a 4 1: N planApermit # Building& Inspection Services Division Z 0 ei 7500 W. 29th Ave,, Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application PAID Please complete all blotill0bled areas on both sides of this form, Incomplete applications may not be processed. S. ProperlyAddres Property OWnOr 'please print} Property Owner Small. Mailing Address: (if different than property address) Address: Ci!y, State, Zip: ArchitectlEogineer E-mail; all Phone.,, Contractor: Contractors City Licenset Phone: Contractor E-mall Address:, �J�Z Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # e3111"? W.R. City License # W.k City License # Otheecity Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form • 1 1 � M 5u pp.: X # X• M 1 • R A 5F � yy. R X R !M d 5P Rl d SR M X 5w w R # • w t �. t t" � X� :o o to t" tl« • to � w� � 9 amount Ot materials to be used, etc.} Sq. FULF Btu's Gallon 1111; 1 q Ijljil IIIIIIq I ir;;piiiil�11111111 III . 11; 111!IIIIIIIIq It III a K 1,1 1 A copy of this form must be completed by each agency Indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. M 14 Name of FirmAndividual submitting documents, 'Z�Lla6e-, --I: Signature of Firm Representative or Individual: authorized representative of the agency indicated below and #• by my sig ature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above, A21= EQPMJ10nW*& (Ptease check one) 4,""Wheat Ridge Fire Protection • Arvada Fire Protection • Wheat Ridge Water District • Consolidated Mutual Water District • Valley Water District • Denver Water Agency Notes: • Wheat Ridge Sanitation Dist * • Clear Creek Sanitation Distric • Fruitdole Sanitation District # Westridge Sanitation District • Other I Signature: _pate: ziska constnxAw inc 6040 WSW Ave. Arvada, Co. 8M3 Floor Plan �Wh at Rid Building Department pproved . . ....... . . .-0 FFICIAL DATE h 'chi h It nal?'0110. � 1 05 j ,Y,,s a 02 c. 01 03 a 24 b 06 07... ... .... .. W . .... ... . . ............. r. 15 36- 1 A IPPROVED F" - J(j Irlspe-16 W,16 "E" ubject tO . . .. .. ...... Wheat Kidge Buildi nQ Oept 14 i 2WV4` L ..... .... . RjaniCtlec 20 19 .... ... ..... . - ... . ......... 13 18 17 16 i Signe 23 r5 -i 24"-,- - i, -24 ... , _24"- . .3fw.. .. .... .. .. .. .... . ... ..... ... 77`,- ...... .... . ... . ..... . . ... .... ..........2a5". .... . .. . ....... .. .... . . .... . T 13 = wall5 cab 13 [Comer Base] 36- X 34 1/2" X 36" b = wall I DW 24" X 34 1/2" X 24- 16 = waI15 cab 16 (Base] 36" X 34 1/2" X 24" a = waill Slide in Range 36" X 35112" X 24" 17 = wall5 cab 17 [Base] W'X 34 1/2" X 24- 01 = waill cab 01 (Full Ht Pantry) 18!'X 90" X 24- 18 = wallS cab 18 [Base) 36" X 34112" X 24°' 02 = waill cab 02 [Refer Upper] 36" X IT X 24" 19 = waI15 cab 19 [Full Ht Pantry] 24" X 90" X 24" 03 = waill cab 03 [Full Ht Pantry] 18" X 90- X 24- 20 = WaI15 cab 20 (Full Ht Pantry) 24" X W'X 24" 04 = waill cab 04 [Base] WX 34 1/2" X 24- 21 = waI15 cab 21 [Full Ht Pantry] 24" X WX 24" 05 = waill cab 05 [Hood Cab] 36" X 21" X 12" 23 = WaI15 cab 23 [Upper] W' X 36" X 12" 06 = walli cab 06 [Sink Base] 36- X 341%2" X 24" 14 = wall4 cab 14 [Dwr Bank] 24� X 34112" X 2411 07 = waill cab 07 [Base] WX 34 1/2" X 24" 15 = wall4 cab 15 [Extended End Base] 39" X 34 1/2"X 24" 10 = walll cab 10 [Upper] W X 3T X IT d = waill MW/Hood Combo 30 114" X ITX 18" 11 = waill cab 11 [Upper] 42- X 24" X IT c = wall I Range Hood 36" X 30- X 18- 12 = waill cab 12 [Upper] 33- X 36- X 12 - Ow 3 z�ska construction i'l 6040 Arvac M Slide in Range Yx Range Hood /Hod Combo cab 01 cab 2 cab 03 cab 0 cab 0 cab06 b 07 heightwidth depth Slide in Range 36" 35 1/2" 4" D " 34 1/2" " Range " 131, MW/Hood Combo 30 1/4" 15" 16`a Full Ott Pantry 16" 901, 24" Refer Upper 36„ 12" 24" Fall Ht Pantry 16" 0$1 24"° Base 36+'" 34 1/2" " Cab Hood Cab 36" 21" IT Sink Base 6" 34 112" 24" Base 36" 34 1/2" 24" ziska construction inc 6040 W59th Ave Arvada, Co. 80003 r ml e waIl1: side B (extra page) cab unit b 10 tipper cab 11 Upper 1 Upper rye ab 24 ggp Bank dth eight depth L. scribe R. scribe 611 " i2" f8 Off '° 12" tf4" 1/4" 3 3f 9g��*" 36" 42" of, V 151, 4 1/2" 24" 1/4" 1X4" 6040 W59th Ave, Arvada, Co. 80003 MM cab unit vAdth height depth L scribeR. scribe cab 13 Corner Base 36" 34 1/2" 36" 1/4" 1/4" cab 16 Base M. 34 1/2" MH 011 0. b 17" Base 36" 34 1/2" 24" 1/4-1 1/4" cab 16 Base 36" 34 1t2" 24" 114" 1l4" b 19 Full Ht pantry 24" 90" 24" pf 1/4" cab 20 Full Flt entry 24" Wt 24" 1/4" 1/4" b 21 Full Ht Pantry 24" 90" 24" 1/4" " b 23 Upper 36" 6" 12" V 1/4" MA 61 STIN- SRAW, M za WALL ELEVATION room I: wall* side A . . .. ...... . . ..... . .. . ... ... ............ ... .... mom cab unit width height depth L. scribe R. scribe cab 14 Dwr Bank 24" 34 1/2" 2,C 1/4" 1/4" cab 15 Extended End Base 39" 34 1/2" 24" 1/2" 1/4" Version 2.2 M - Unit shall .ll mounted so that the botof mounting bracket sits 30"to above the cooktop - Unit shall be of M * & #20 GA, polished 304) w/ no sharp edges and brushed finisl s MInst"Ale - Activation of « .' fire suppression shall be by 212 or s # vs 36") (pressurized- Wet chemical extinguishing agent: Low PH Amerex 66( o• potassium acetate R M 3"1 a 610 On, fan speed t be «t - Unit shall be ETL listed, tested to UL300A stanfards, fan motor shall be permanantly lubricated and meet U1.501 Rw �r e. t appliances,a€' o discharge automaticallyUnit shall also disconnect once a certain pre-set pq =411rated Fire Suppression System I Nozzle Type: 40 degree Conical Spray Number of Nozzles: 5 protecting the appliance I located in the plenum Chemical Agent: AMEREX660 -low PH wet chemical Bottle Volume: approx. 1.5 liters Version 2.2 System & Components M M am \� \ � \\ \� \\ it "I., Version 2.2 1,4'rMt =-t 4 0 # I#!A I I HL 18 ft braided metal rope 3 comer pulley's USTYLE 04* X *Indicates OPTIONAL component , Version 2.2 M D1000 -ADA-. Handicapped Accessible Control Box 811 shielded control wire -plug & play connection *D1000-CLBX* CLOCKBOX 11 Range Element Timer / I 7F1! Lock -Out System Included: 2011 shielded control wire -plug & play connection s,T'YLE flee M *Indicates OPTIONAL component 1W V, ftmill - 11 '1 The NFPAlOI Upgrade to the DENLAR D1000 is intended to offer total compliance to a 2012 Amendment to The NFPA Life Safety Code section 18.3.2-5.3. The "NFPA101" calibration packages the following options into one simple upgrade: +500cfm of Air Delivery, a Manual Pull Station Kit and The CLOCA KBOX. August 9, 2012 Complete Basement Systems 3250 Quentin Street, # 1 04 Aurora, CO 80011 ) 7�2_ Subject: Structural Assessment Letter 9180 West 38 1h Avenue, Wheat Ridge, CO 80003 Astra Engineering, LLC Project # 12-095 Per your request, we made a site visit to the suhject property on August 8, 2012 for the purpose of perfortning an inspection of the new earth anchor installation to support the existing basement walls. Per our inspection, it appears that the new earth anchors were installed in conformance with the specifications and recommendations supplied in our report dated July 30, 2012. If you have any questions regarding this letter, please feel free to contact the undersigned, Sincerely, Tyrone R. Carter, P.E. MM 7887 E. Belleview Avenue, Suite 11th , Englewood, Colorado 80111 Ph 303-228-2256 Fax 866-235-1731 Plan # Permit # Building Permit Application (Complete AU highlighted areas) Property Address: —.2 1 a 0 (') U (6 cc 0 - J k k Q A(4v-LL' Property Owner (please print }: -', M,' Phone: Address: City, State, Zip: Contractors City License M L�p 1 2,, M= Mmz�� MMM= zmz� Has= J*Tdj-TT.-4TT,T5"NWU5 0 �' BUILDII ,1 PUBLIC WORKS COMMENT& Reviewer: SidgValuation: Yl M UPANCY� i-1)(L". Complete Basement Systems 3250 Quentin Street, fit Aurora, CO 80011 Subject: Structural Assessment Letter 9180 West 38 Avenue, Wheat Ridge, CO 80003 rostra Engineering, LLC Project # 12-095 Work shall comply with the following codes 2006 IRC, 2006 IECC, & 2005 NEC. Per your request, we made a site visit to the subject property on July 30, 2012 for the purpose of performing a structural assessment of the structure. It is our understanding that the reason fear this assessment request was due to leaning and buckling in some of the foundation walls. 'rhe following are the findings of my inspection and suggestionsfear further action, if damp and chalky. '7007C Tyrone R. Carter, P.E. I= Attachments: S I Anchor Layout S2 Anchor Details PI '6�� IMM11 Z - t!r' t" V" Complete Bcseme�n7f Systems 3260 Quentin Street, StAte W4 Tr j Autora, CO BOD22 R z 4 0 > IMM11 Z - t!r' t" V" Complete Bcseme�n7f Systems 3260 Quentin Street, StAte W4 Tr j Autora, CO BOD22 R z N . .�._ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77975 BUILDING INSPECTION LINE -(303-234-5933) Date : 11/3/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. WHEAT RIDGE PRESBYTERIAN CHURCH Property Address : 9180 w. 38th ave Phone : Contractor License No. : 19988 Company : M D Building Corp. Phone : 761-2422 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $250,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $2,384.00 do not qiolate applirable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easemeMS or restrictions of record; that all measurements shown, and allegations Plan Review Fee : . $1,550.00 made are accurate; that I have read and agree to abide by all conditions printed on this USB T8X 000 00 : $3 application, and that I assume full responsibilily forcompliance with the Wheat Ridge Building , . ermit. Code (U.B.C.) and all other applicable Wheat R'~tdiaa for work under this p Y I -1~ \ Total : $6,934.00 ! v' ATE (OWNER)(CONTRACTOR) SIGNE 2,00 OO USB: 252.50 Description : REWORK EXISTING PARKING LOT, LAND SCAPING, ACCESS DRIVE, SITE CONCRETE Al SIDE WALKS OF CHURCH PROPERTY ~ BUILDING DEPARTMENT USE ONLY ~ ~ *o~enf~; SIC : Sq. Ft. : Approval : MERE LIGHTING MUST BE DOWN CASTING PER SECTION 26-503. NEW Zoning : SIGN NEEDS PERMIT. FENCE RELOCATION NEEDS PERMIT dding~Comme Approval: CROOT puk "~c o~;stCo~,Tment"s„~ sTAIRS TO MEET BUILDING CODE SEE ATTACHED SHEIEfS FOR COMMENTS Approval : DAVE Occupancy: Walls Roof Stories : Residential Units : Electrical License No : 18612 Company : MAGEE ELECTRIC, INC. Expiration Date : 2/28/2005 Approval: CROOT Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This pertnitwas issued in accordance with the provisions set forfh in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the natural flow of water causing a dreinage pro6lem. (5) Contrector shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written appmval on inspection card betore proceediing with successive phases of the job. (6) The issuance of a permit or th al of gs an s 4ations shall not be construed to be a permit for, nor an approval of, any violation of fhe provisions of the buildingcS any r 1oMinance, r regulation. / 3^ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. \ , COMMUNITY DEVELOPMEN7 DEPARTMENT Building Permit Number: e~ ""E"q BUIIDING INSPECTION LINE - 303-2345933 Date: = ~ CITY OF WHEA7 RIDGE " 7500 WEST 29TH AVENUE WHEA7 RiDGE, CO 80033 - (303-235-2855) `°~°a~°° APPLICATION ProperryOwncr. WH EAT j2l 7C. L 1aS3't'( S2I A'J C11t12C ta PropertyAddress: 411 irp W • ',j$t-" (yLyc . Phone: Contractor License No.: t q, q (9~'~ ComP~Y L] Olt.0e.. CO~rLP . Phone:303'70- zyZ Z pWNEWCON7RACTOR 516NATl1RE OF UNDERSTANDING AND AGREENENT i herebY cerGfy tliaf Me setbatk distances WopoSCd by thia pertnit aDWitatwn are acwrate, enp dp not violate appficable wdinanoes, rules a reguWtbns o1 me City of Wheat Ritlpe a eovenants. waements a.esiricUOns of reoord: that 39 meawremmrts shawn, and aUeyaUOns made are aca2te: thal I have reaE and aprx W abiAe by aP cwWitions primeE on thia appficaGOn and that t aswme 1un responsibility tor compfiance wiM the Whwt Ridye Buildinp CoOe (U.B.C) and all oiher apphcabk Wtiwt Ritlfle Ordinances, tor work un0er Nis Dennrt. I0wHEfiHCONrMCi0a1-. Description: RF-wc-aK ,i4 `T""'i- F1cCg~s L72~~E.,S~"r~ sa. f:. aaaw C)_ C t-Ieutt c. ~t Approval: Zoning: >nstruction Value. Z.SD~oDO, QY , Permit Fee:$ Plan Review Fee:$ G^~t tSTi^h J" ~tt~~.~ J ~ CCZy-,c2g'r'Q ~ro~ arr7 pR?!11ENT L'SE ONI.Y Total:$ ~o-~ t L 4..jz~, s:~a{y~5 , Dr- Lj..A 4- iv. s oF SIC: Sq.Ft.: GC(3A9dENT5: o~ C +4PProval: ~ Er't"~ c f'~ ~ ` ~+,~j,~ u, G= a v W owcs Ca.w+E+rs: Approval: Walts: Roof: Stories: ftesidenC~al Units: Eiectr9cal Lioense No: (K 12 Plurpbing License No: Mechanical license No: ComPany. ComDa^y. N/~1 ComP~Y MAG-fe rC'~Fei . ~i7 Expiration Date: Expiration Date: Expiration Date: p^arovaL• f+PP►ova►: `^XPProval: (1) This pemat was iasueA in aocordanoe wilh tln Drovmom sei AxT in your aDVlicatio^ and'a subjeA to tne larvs of tlhe Stau o1 Cobrado and b ft Zoni^D Repulatio^s and Bu&^G CoOes of WReat Ridpe. Cobrado a anY dhx apptieabk oida+ances of tlw City. (Z) 7hia ppnrYt shaY expire it (A) ihs wak auUiorize0 k not conune+"d wiNin siriY (60) tlaYs hom issue da4 or (B) Ihe Mnldm9 autlio1ase ;s wspsdse a aWndoned 1v a peiiod of 120 arys. (3) U Ws Dn+Jt e;vss. s new pemRt may be ae9uYSd tor a fes of ons4waN tlo amoaK nm^wy iepwea. pvvided ^c dmnDes hm besn avrl bs mads In M aripnal Ww+t and apsdGwaions and aM mopaWion aabm+donrnent hasnd exceeds0 one /71Year. tloNargsshsvebeenaifsuaPonsm orabwMOiunsntascee0sone(1)Year.WObessha6bepai0foranewvemdL (a) No wpk W arry msrow a1Ml ba Oans tlW wi9 tlwW tli0 naAral 1bw o( rmler wusinG a Mtinaps proWam. Contradar shM no* Vw BuillilinD UnpKW bmnN'lour (21) hous in advante for atl inspeG9ona and sAap receive writlen avDroval on wnpection wd bstae Proceedi^Y witlh successim phaaes of the job. (6) 1TS iuumce of s Domit a the approvM W Na+'nVt and spocftabons aha9 mt be oonatrued a be a PB^^it fa, nor an approvW ot. any vidation of me Dro+'mio+s of the M»ldiny coAes ar any other adinanx. Ww, rNe a regulaDOn. COMMUNITY DEVELOPMENT OEPARTMENT Building Permit Number: c~ ""'E" q BtlIIDING INSPECTION tINE - 303-2345933 Date: g CtTY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - {303-235-2855) APPLICATION rropcrtyowner: WNEA'TRtZ)G-L i~RE53y7N2IA~) CdLultct{ Property Address: qlgp W' j$ t" ,p,vc . Phone: Convactor Licccue No.: I (t q 9'SS CompanY: C). Q l)l W1 ..t e. C 0200 . Phone:303 Z Z pWMEq/CpN7RAC7pR $IGNATURE OF UNDERSZANqNG ANO AGREEMENT O DO~ Canstruction Value:SZSU~ 1 heteby CertifY M21 the selb2dt diSWntes WuPOSed by Mi: Pemil aDWKalion ars aca„a~e.,nu eo na „w,4 aoPUCaok wau,an«s, nres a.ecu4ana+s me c~ty o~ Permit Fee:$ vvn eai~peacm'ena^u•eau"'°"ts°"~tr~ons°''e°°'°:'~+~+a°i^ft Plan Review Fee:S a~d aDepaGau maCe are aaai2ls: tlWt f heve reatl arM ayree atl caw~DOns o^^+~ o~+ mis appfipnon ano v,at I aswme +ux reaq a Use ?ax:S compiar+ce wim tlu Wneat Ritlpe BWNnp CoOe (U-B.C) anE au other applKabk - wn" rtwfle aananoes. l« wonk „nAer mia oerma Total DescripUon: Rf ,.a cra K A. T}} ~ E-x tST,^-"~ P / 6= ~CC4.-5 s 17(z <~£Corc2$-rf S~DP, u.+Ac.tcs 0 ga.fti.ddwC)_ c- 0 ~ro~ BUILDING DEPART!NEN7' I:SE ONLY SIC: Sq.Ft.: OwNG Cp.4CM5: ApProval: Zoning: ~ LItLO,NG COMIAEWs: APProval: L PLO-JC 7 1NORK5 COr.MENTS' OA~,kt-~4t l D` /9( 0q ADProval- i upancy: Wa11s: Roof: Stories: Residential Units: Electrical L"+oense No: 1~(o /Z PkTbn9 License No: Mechanicat License No: ~ee c~~F~~. c°"'~"Y N~/~ c°"'R~ tiM Exp'aa6on Date: Expiration Oate: Expvation Date: _ (1) cowm ana a n.~.s wa e~g coee~~a wn r~e. coior+m~« ~ b avo~ ~ ora.,rces a un city- (Z) 71rs ywmN shaM axp've il (A) IM wpk auVmriae0 k noi oormne+we0 wdlin sudy 460) Oays hom isaue datt p(8) 4rc buBdmD suAwihtedb ausDwwod Or aDarWOned ta a Wftd d 120 dsYa (3) MtliVerr+llexpim.snwrVemilrmYbo aW*'btorslse do1r-IUNIMarnowKnm^YYiogomd.9row^odup Isw Won avA benrM in M vgiial DM^s and apocWatlar and " xj ; I I^ aabei0on+wa tus nd exoeeAsd ons (1) Ypr. tl dianDp hsra Omn vqwsparobn orsDandowwnenlexeesOS ane (1)Year. hi fess a1W Ee paiC tora new Dernrl ia) ►+o.orawymw.." aa«~.rwwil dwq.ft natwW eo.awww.:wa aaWawv~oNa~ (5) Cmtracbr s1O rw01y IM BuidnY bnpsdor M+erill`41oi+ (21) hovs in advanu 1or W irapsaom and ahag reosive vrrilbn -apprwal On rgsc4m cwd bdar D1ooes6nG wiF suuaaavs phasss d M job. (6) ppprat o7, ~yvnb ~bon o1 tl~e paas~w~a d 1M b~np codes ord+~anx. taw,~ de v berepulaDm, for. rwr an COMMUNITY DEVELOPMEN7 DEPARTMIENT Builtling Permit Number: c~ '"'E" q $UIIDINC INSPECTION LINE • 303-2345933 Date: CITY Of WHEAT R►DGE ~ 7300 YYEST 297H AVENUE WHEAT RIDGE, CO S0033 - {303-235-2855) APPLICA?'ION Qfoaemowner: WNE1Yri2iVG-L I+CE53fTc2SA+) C~1.uRCN PropertyAddress:~lgp W' ~j$~ ~/~~SG.. Phonc: Conaaaor L;cenx No.: i q°l 95f CoffjpanY: j~k, 0l LO a~.l t. C O-2P . Phonc:303 -rL Z'/ Z Z owwE"oNrnattoA S"►rune os in+ofJcsrAnon+c Arw AGaEEwENr i nerery oerby wa me sdnoa alstan«c wopomd br Vm MM4 acvficatim xe aawa+e, ane oo rba mobu aopicawe o.ovtxCeS, nfts a,epuuna,. a uu car a wnea~ Rdpe «mv~nxns. easanems «.sstictiax m remra: ma+a~ mea~uanerhs a>fwrn, aw aYSyaDOns msCt am 9tw24: thal f heve resE aM 9Wee b aOde by a/ conarDOns wmood on mis avoucaoon ano maf f assume 1ua responsiWny l« mnpkyKe witn the wheat Ridye BNUmD.CoOe (U.B.C) and yl otner apq',caDie wnex Rbpe aavwrwa, w work unoa ma oemti J0wHERMC0w*nM.'i0Rj Value:SZ50,0 Permit Fee:S Plan Review Fee:S ()c TaY-C Total:$ Dosuiption: PQworQ KA. Y}} rt. C^-4 tST.•:+~i PA'✓Ltt%.Ny lo L tl},.t~5c-A{~' ^ s, D~ U.~►a ~ cc. s o~ h'CC't•~S D~LtV£/.SIT`t C~Y~C2YT~[ ~ sa. st.eew C"-un.a owr+e Cor.Wrrts: , ,/t~'~p • _ ti/+' / APPrOV31: .C~~~~~ ~ ~ 11` Zoning:~ oCI ,opp,oval: Pta~x waxsCOe.rEr+rs: Approvai: Occupancy: I Waps: , Roof: taies: Residential Units: I EieCtricel Ljoenx No: 1 y(o /2 Pkwpbnp Lioense No: Medmnical License No: C°^'pa'f.-~v /.j__. C°"'pa'". A)114 M41-tt Ej-Fea. - Expkabon pate: Expiration pate: E~ation oa►e: eo,rowal Apprwal: '~MpwaL• 11) Tfw Dm~ wvs btuW in scswdxrsas wiN Ox Pmw*o^f aa1 foT in yar aDDk,^ aM is xiLj~a blM7smd 1Ae 5fmo1 CobwOo an0 b M Zaft RepAWMm a^d B~b*q Goew d WASSt iaeW.ColaaAO a srry Arr aPOic+bWadnanoss d (2) Tiftli I aM1 ;ir~ iflA) sr wa auahoria*e is na mmrno~d riu:n auay (6o) Gry+ ham;awe aaae v(B) me Euidvg auavls0 is aqprde0 v aDriOanW b s pwk0 d 720 dys. (3) tlOiYomdt - i~~nwrOrmilm~'WSaaiWbsMdam~WlMa+wai^amYYrequinitf.9lav~^0~ 1w9bwi wwllibnrd~ b M aiPyDr» and~pdcaiwr ai0 errP~ a aCrdv~nwr hp rwl eaceeOW vr (I)Yaw.9d~rpwlr+*EwnaYuw~pwuianR aErdumr+l=ooftom(1)Yes.pAlwslWOepaiAtarsm.psniL (a) NowMdany~rrsnrMd»M.lcia~pMnlurbwdwatiroAIqstr+np~DdMwR I.,.. (5) Contdcr s1W nw*M BuMnD ' g " 1~Y~ R~) nws in ad•aw tv r in+V~dom an0 anal rowire n+iiwi apprmy an im ; I crd bNa~ 5 1~D•AMwCODSW"D- d er jae. (6) TAe "swe~ d a Do~ a b~DP'oval d 4wrp~ aM ; A - al4i nW De owntruwd b Ds s pw^il M. na ar - appwy o1. a+Y vio4bon d tmproviiqns d ewbidkq mde+ a any dns ard.wwe. q.r, nde a iepaation. . . APPLICATION FOR GRADING / FILL PERMIT APPLICANTS NAME: rA•~. -3tiJ 1 L_ f ti% G Cp{~~ „ APPLICANT'S ADDRFSS: -50 19 C-'J DL~ , K a . 5-0 1 t 0 ADDRESS OF FILL: ~l/80 GcJ , 3e`` AvE7uclE DATE OF APPLICATION: All permits shail be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: AII public improvemenls, when constructed, shall be maintained (by ihe respective individual(s) and/or company responsible for ihe construction of that public andlor private improvement in the respecrive development) on a dnily basis, or as needed, such that they are free of neud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III, Specified Nuisances, Section I5-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fil] is less than three (3) feet in depth and is not intended to support pennanent structwes, and in addidon, such fiil or excavaaon dces not obswct or otherwise adversely affect any drainageways. Should any of the above standards be exceeded, or a drainage way be affected, a pernvt shall be requ"ued under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yazds may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed applicaaon form and shall be accompanied by the appropriate fee and sketch plan indicadng the following information before the permit will be issued. A. I.ocavon and dimensions of all property boundaries and structures on the site. B. Location and extent of azeas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be mainiained on and through the site. D. Cross-section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of convol devices such as hay bales, etc. 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yazds, but dces not exceed 20,000 cubic yards, may be allowed by a permit issued by the Ciry Engineer afrer review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. L.ocation and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D. I.ocation of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. I.ocation of existing and proposed poinu of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetauon and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be requ'ued if site runoff characteristics aze changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permiu: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "gazbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section I5-4." In no case shall debris or contaminates idenlified or classified as hazardous waste by local, state or federal agencies be used as fill in any fiil areas within the City of Wheat Ridge. C. Excavation andlor fill areas shall be graded to facilitate weed control until final gades are set and site rehabilitalion and use cecur (must be ]eveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards orless 51 to 100 cubic yards lOlto 1000 cubic yards for the first 100 cy plus for each addirional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each addirional 1000 cy or fraction thereof 10;000 cubic yazds or over plus, for each additional 10,000 cy or fraction thereof *Wheat Ridge Code of Laws Section 5-76. $23.50 $37.00 $37.00 $17.50 5v $194.50 19 y _ $14.50 5g,,~ $325.00 $66.00 TOTAL $ 5 Z . Sb All perniits shall be applied for prior to fil] deposition or excavarion operations begin. Any pernvt applied for after cutting or filling operations on site aze in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of I.aws, Section 26-1004. Any fill requested under this permit within the100 yeaz flood zone MUST COMPLY W1TH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PI,AIN ZONING ORDINANCE. 7 HEREBY ACKNOR'LEDGE THAT TI3IS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTII, TffiS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE 7ANING REGULATIOIVS AND BUII,DING CODE OF THE CIT'Y OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WII.L CAUSE IMNMEDIATE REVOCATION OF THIS PERMIT AND COMAIENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERNIlT WII.L BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB STCE. APPLICANT: CITY OF WHEAT RIDGE: 4pplicant's Signature City Engineer /3 Approval Date Owner's Signature (if different than above) KAFORMS & LEI7ERSCmdro6 Fill Pemut - 97UBC.doc _ Rcv. 4/04 DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: Applicant: Phone # Location of Construction: 9'/80 W. 3 FS4'`` ,4-vs ,u uE Purpose of Construction: 6Rlv,~w,"~P~tR~Cinr~ L47' ZE--c~Ouilding Permit Value: Single Family Commercial ~ Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 . $ 100.6c) (For document processing) Single Family Residence Review Fee: $50.00 $ (For review of applicab]e technical documents) . CommerciaVMulri-Family Review Fee: •(For review of existing technical documents) $100.00 $ 1 D O. 0 C'7 .(For review of tectuucal documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Pemut Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ 7_cao , oo PLEASE NOTE TIIAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Sigaature of Date I I-3 ' o K:TORMS&LE7TERS\DEVELOPMEIJTFORMSTeeS~fure(68-06).doc Rev6/04 OF W H~Tq~ DEPARTMENT OF PUBLIC WORKS ~ m COMMERCIAL/MULTI-FAMILY BUILDING PERMIT APPLICATION REVIEW eo~oRA~o Date: /O//RA Location: 9/60 G1• 38't`'` i4-✓~.r1cJe~ ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to conswct a DR iuErvi+'/ f10/d-QKAAvU LoT _7-A4A ~S to be located at the above referenced address. Please note the summazy commenu below. 1. ~ Property Boundary Closure: ✓ OK _ Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required b. Drainage Plan & Certification Letter required D' c. I.ot drainage/gading is to be reviewed by the Building Division d. Si[e drainage/grading has been reviewed and aze: _ OK _ Not OK; refer to stipula[ions 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ Public Improvemen[s to be completed: a. street paving/patching: ✓ Yes No b. curb & gutter: ~ Yes No c. sidewalk: _&,of'Yes No d. standazd street lighu: Yes ~ No e. pedesvian lights: Yes __LG No f. storm sewer: Yes _%L No g. letter of credit required: _ Yes ~ No If a letter of credi[ is requ'ved, for what improvements? Amount of the letter of credit: $ .✓14Y 5. ✓ SIA/PIA required: Yes ✓No 6. ✓ Development Covenant required: _ Yes _IZNo If Yes, for A)14- 7. ✓ Traffic impact analysis and report required: Yes No 8. ✓ State Highway Access Pemrit needed: Yes No 9. ✓ Street Access Pemtit required: Yes ✓ No If yes, was it approved by the Director of Public Works? Yes ✓ No 10. ✓ Dces all existing roadway/alley R.O.W. meet the standazds of the City: ✓Yes _ No If not, what is requested: ~✓~fl" Has the dedication been received? _ Yes _ No 1 L r~ APPROVF.D: The Public Works Department has reviewed the submitted material and hereby appmves this Pernut Application, subject to the above and/or attached stipulations. JL~.7~.+~ eDhc2k5~ Signature David F. Brossman, P.L.S. Date 12. A114 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not appmve this Permit Application for the reason(s) stated. Signature David F. Bmssman, P.L.S. Date 13. Stipulations attached: _ Yes _ No 14, ✓ NOTE: Any damage to the existing Public Improvemencs as a result of this construction is to be repaired to meet Ciry standazds by the Permit Applicant prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certitication Letter is required prior to the issuance of t6e C.-O:'C. DEPAR7MENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TM AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED /0h9./`y ADDRESS ~180 W - ~384'4 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as deternuned by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to detemvne the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 ~ Ciry of Wheat Ridge ~ I Department of Public Works October 19, 2004 Thomas P. Ryan, P.E. Futura Engineering Inc. 14190 E. Evans Avenue Aurora, CO 80014 303.649.9292 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Re: First Review Comments of the Civil Construction Plans for the Wheat Ridge Presbyterian Church Driveway and Parking Lot Improvement Project located at 9180 West 38"" Avenue. Dear Mr. Ryan, This letter is to inform you that the Civil Plans and the Building Permit for the above referenced project have been reviewed and approved for construction by the Department of Public Works. Please be aware of the following items regarding the construction of the project: If the area of disturbance exceeds one (1) acre, an NPDES Permit shall be obtained prior to the issuance of the Grading/Fill Permit. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A copy of the CDPS Permit shall be submitted to the Department of Public Works prior to issuance of the Minor Grading/Landfill and Building Permits. 2. Erosion control for the project shall be placed in conformance with the Grading & Drainage and Erosion Control Plans as approved by the City of Wheat Ridge, and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved Drainage Plan. 4. Upon completion of the drainage improvements the Engineer-of-Record, Thomas P. Ryan, P.E., shall provide to the City of Wheat Ridge a Drainage Certification letter stating that the grading and the drainage shall function as defined in the Drainage Plan, and the site has been accurately surveyed to confirm the construction was completed in accordance with the approved documents. The Certification Letter shall be written and stamped by the Engineer-of-Record (Mr. Ryan) who prepared the Drainage Plan, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Complerion. 5. It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements on West 45'h Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 45th Avenue on a regular basis such that it is free of construcCion debris and tracking from construction traffic accessing the site. 6. It will be the responsibility of the developer/owner, to provide the necessary tesring, as applicable for the scope of this project, for subgrade compaction and other related material tests for those improvements to be conshucted within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Priar to any construction of the public improvements, the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. A detailed description of the work to be completed within the Right-of-Way and a Traffic Control Plan shall be submitted for review and approval prior to the issuance of the ROW Conshuction Permit(s). 8. Right-of-Way Coustruction Permit(s)/Licensing Prior to any construction of any public improvements, the necessary Right-of-Way construction permit(s) and respective licensing will need to be submitted for processing by the City. Right-of- Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, and easement or ROW dedications. 2-Year Warranty Period for Public Improvements The Contractor shall warrant all work performed for a period of two (2) years, commencing upon completion of all public improvements and final acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Manager Bill Weyman, Field Services Supervisor Chad Root, Code Administrator Travis Crane, Planner File (3) 9180 W381h (WR Presbyterian Clnvch) - epproval.ltr CTTY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing far public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIItEMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspectar with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testingrequirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manaal. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 9180 W38th (WR Presbytenan Church) - approval.ltr Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway or pipe Surveys for roadway and trench AASHTO M145 trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimuxn density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base cowse in-place 1 per 250 feet per lane Minimum 95% of masimum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradatipn Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, place density, Colo. Procedares T209 Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and sluxnp 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing 9180 W38th (W R Presbytecian Cfiurch) - approval.lh City of Wheat Ridge oF '""EqrP Community Development Department ~ m Memorandum ~~CORA~~ TO: Building permit file FROM: e'1CIeredith Reckert SUBJECT: Wheat Ridge Presbyterian Church - 9180 W. 38~' Avenue DATE: October 27, 2004 This memorandum is in regard to a building permit appiication for the Wheat Ridge Presbyterian Church at 9180 W. 301 Avenue. The extent of the improvements include repaving of the existing pazking lot, reconfiguration of the church entrances and construction of a new access drive to W. 38th Avenue. The following are conditions of approval for issuance of the permit: 1. All exterior lighting shall comply with Section 26-503 of the Wheat Ridge Code of Laws. 2. All new signage will be by sepazate permit. 3. A building permit will be taken out for relocation of the fence on the Wide Horizons property. 4. Staff recommends against the use of Kentucky bluegrass sod in new landscaped areas. 5. Four additional street trees are required along the W. 38Ih Avenue frontage on the area of the property where the driveway construction is occurring. Oct 26 04 07:34a • ~ W I D E HORIZON, INC. A Chrislian Science Cace Facility October 4, 2004 Wheah-idge Presbytenan Church 9180 W. 38"' Avenue VJheat Ridge, CO 8003311232 Attention: Chairman of the Trustees Commission Re: Relocation of Fencepost Dear Sir: The Board of Direciors of Wide Iiorizon, Ina (Wide) has reviewed and considered your letter dated August 4, 2003, in which Wheahidge PresUyterian Church (WPC) has requested permission to relocate Wide Honzon's westernmost brick fencepost in the northwest corner of Wide's property. The letter indicates (1) that WPC will move the location of this post fifteen feet to the south and then angle the present fence from the existing second post to the east to this new location, (2) fihat WPC will handle all costs of moving, conshvction and cleanup to do so, (3) that WPC will place {owanaintenance landscaping on Wide's property in the area on the north side of the relocated fence, (4) and that WPC will provide for care of that landscaping. Wide Honzon is willing to grant such permission, conditioned upon compliance with the above requirements and the further conditions that (l) WPC will be responsible for asstu-ing that all persons or entities perforrning this work have appropriate worker's compensation insurance, (2) WPC will indenmify Wide from and against a11 costs and damages, including mechanics liens, that might be asserted against Wide or its property relating to WPC's aerions, and (3) this azrangement wil] noi create a permanent easement upon Wide's property, but will merely be a revocable license given by Wide to WPC. If Whea[ridge Presbyterian Church is in agreement with the above requirements and conditions, olease sien and retum a copy of this letter to us. If you ]iave any questions concerning this letter, please ]et us (rnow. WIDE HORIZON, INC. By: D. Brian Boettiger, Ad ~men'ist~ator The above provisions aze acknowledged, accepted and agreed to tlus 1 6 1 day oF October 2004. WHEATRIDGE PRESBYTERIAN CHURCH 7 Bv G/Nh/=.n~in/. ~'LuS7z,~ Cu~MiSS.~.J p.2 ❑ct 26 04 07:34a CharZes T. Miller, D.D.S., P.C. 2290 Kipling Street I,ukeivood, CoZorado 80215 233•Y354 0, -~5-oI T= t~w-- ~ Lt ; r~ Re(,KE:~. i w R 0-ny PcA001 N 6- 363 - a?~q_ ~-~.O~q FWm ~ ~Il`6b W 3~`~-~uE U~ ~ ~a - ~6ao~3 ~"t ttR120pi o,~~y -ga~ ko~wfru g -ra)~,E GN Am hw ~tftr~ p.i *f 1 GC Futura Engineering Inc. Engineers and Surveyors Denver Metro Office 14190 East Evans Avenue Aurora, Colorado 80014 (303) 649-9292, Fvc (303) 649-9499 Email tryan@futuraengineering.com Colorado Springs Office 5050 Edison Ave., #1066 Colorado Springs, CO 80915-3544 (719) 573-2400, Fac (719) 573-2250 October 4, 2004 Mr. David Brossman Development Review Engineer City of Wheat Ridge Public Works Engineering Department 7500 West 29th Avenue Wheat Ridge, CO 80215 RE: Wheatridge Presbyterian Church Driveway and Parking Lot Improvements 9180 West 38th Avenue Dear Dave, The purpose of this letter is to address drainage concerns related to the proposed improvements at Wheatridge Presbyterian Church. The improvements involve realignment of the eastern entrance drive from 38th Avenue, reconfiguration of the east and south building accesses, and resurfacing the existing parking lot and western entrance drive from 38'h Avenue. Existing drainage patterns on the site release all storm runoff onto 38ih Avenue. Only 0.63 acres of mostly landscaped area currently is directed into an existing detention pond that has a capacity of approximately 500 cubic feet. This pond releases detained runoff onto 38th Avenue through an existing outlet structure, pipe, and sidewalk chase. Existing pavement and concrete coverage in the affected area of the site is about 1.17 acres, with an additional 0.06 acres of gravel-surfaced parking. The proposed drainage patterns will be similar to existing in that runoff will be directed to 38th Avenue without affecting the surrounding property owners. The detention pond and outlet structure will be relocated utilizing the existing pipe and sidewalk chase. The proposed pond has been designed to capture and detain as much runoff as possible. The proposed design now directs approximately 1.22 acres of runoff into the pond, including 0.38 acres of parking lot, building, and driveway area that previously exited the site undetained. The proposed pond will have a volume of 1950 cubic feet. Pavement and concrete coverage in the affected area of the site will be about 1.35 acres after construction of the proposed improvements. : While the proposed improvements will slightly increase the overall imperviousness of the site, the increased amount of runoff directed to the new pond and the increase in detention volume would reduce the release rate from the site and improve local drainage conditions. I appreciate your assistance with this project and please feel free to call if you have any questions or concerns. Sincerelv. Thomas P. Ryan, P.E. Project Manager Wheat Ridqe Presbvterian Church Desiqn Storm - 5 100-vear ;Com uta4ian of-F1ow , Ovedand_Fiow_Times Times Travel Ti me Design Point asin ID Basin Area A (acres) Runoff Coeffcients Cs, Cmo C'A (Acres) Slope Sa (^o ) Lenglh Lo (ft) Time T; (min) Slope Ss Length Ls (ft) Travel Time T~ (min) Compu[ed Time of Concentration T, (min ) Denver Regional T~ (min) Raintall Duration T~ (min) Rainfall Intensity I(iNhr) Local6asin Peak Qs• Q~oo (cfs) E-1 (OS 0.82 120 2 13 11 00 5 5.00 5.99 1 WEST) 1 46 0.89 1.30 5.8 300 1.07 2.90 60 0.3 1.9 . . 9.40 1221 7.80 150 0.4 - 0 13.50 50 .1 E-2 (OS 0.82 0.62 2 39 00 5 5.00 3.12 z EAST) 0'76 0.89 0.68 6.8 175 0.77 11.00 30 0.1 1.54 1 . . 9.40 6.36 7.30 225 0.7 E-3 (EX 0.82 0.52 1 39 5 00 5.00 2.58 3 POND) 0.63 0.89 0.56 8'8 250 0.85 1.75 0 0.0 0.85 1. . 9.40 5.27 P-1 (OS 0682 0.98 6 00 5 5.00 4.88 1 WEST) 1.19 0.89 1.06 5.6 270 1.02 7.80 150 0.4 1.58 12. 1 . 9.40 9.96 - 13.50 50 0.1 P-2 (P 0.82 0.63 0 5 00 5.00 3.16 3 POND) 0.77 0.89 0.69 5 10 020 5.00 210 0.8 1.09 11.5 . 9.40 6.44 17.00 50 0.1 P3 (OS 0.82 0.36 5 00 5.00 1.80 2 EAST) 0'44 0.89 0.39 21 170 0.52 4.90 100 0.4 0.90 11.50 . 9.40 3.68 P4 (P 0'82 0'37 4 5 00 5.00 1.85 4 POND) 0.45 0.89 0.40 6 10 0.88 6.00 250 0.9 - 1.73 11.4 . 9.40 3.76 SCS U land Method - Swale Flow Time K land Use 2.50 = Forest with H@avy Ground Litter & Meadow 4.47 = Fallow or minimum Tillage Gultivation 7.00 = Short Grass Pasture & Lawn- 10.00 = Neady Bare Ground 15.00 = Grassed Waterway 20.00 = Paved Come ance, Sheet Flow & Shallow Gutter Flow Rainfalllntensit I in/hr 5-year= 5 100- ear= 9.4 « - ~%(a/./Qy I hereby certify that the drainage design for the Wheat Ridge Presbyterian Church Driveway and Parking Improvements was prepared by me or under my direct supervision in accordance with the City of Wheat Ridge Drainage Criteria requirements for the owners thereof. Thomas P. Ryan Colorado P.E. No. 35696 > ! .__.._..._~9.~/t?~/~......... ' ..~c f~~.~....._..... `'d,j. Cdyo(WheatRidge`Departrnent of Public Works October 19, 2004 Thomas P. Ryan, P.E. Futura Engineering Inc. 14190 E. Evans Avenue Aurora, CO 80014 303.649.9292 DEPARTMENT OF PUBLIC WORKS 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 Re: First Review Comments of the Civil Construction Plans for the Wheat Ridge Presbyterian Church Driveway and Parking Lot Improvement Project located at 9180 West 38`h Avenue. Deaz Mr. Ryan, This letter is to inform you that the Civil Plans and the Building Permit for the above referenced project have been reviewed and approved for construction by the Department of Public Works. Please be aware of the following items regarding the construction of the project: If the area of disturbance exceeds one (l) acre, an NPDES Permit shall be obtained prior to the issuance of the Grading/Fill Permit. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Controi Division. A copy of the CDPS Permit shall be submitted to the Department of Public Works prior to issuance of the Minor Grading/Landfill and Building Permits. 2. Erosion control for the project shall be placed in conformance with the Grading & Drainage and Erosion Control Plans as approved by the City of Wheat Ridge, and shall be maintained as needed during the course of construction. 3. Ail drainage improvements shall be constructed in conformance with the approved Drainage Plan. 4. Upon completion of the drainage improvements the Engineer-of-Record, Thomas P. Ryan, P.E., shall provide to the City of Wheat Ridge a Drainage Certification letter stating that the grading and the drainage shall function as defined in the Drainage Plan, and the site has been accurately surveyed to confirm the construction was completed in accordance with the approved documents. The Certification Letter shall be written and stamped by the Engineer-of-Record (Mr. Ryan) who prepazed the Drainage Plan, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Completion. 5. It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements on West 45`h Avenue as a resuit of related conshuction traffic in the area. Also, the contractor will be responsible for maintaining West 45`h Avenue on a regular basis such that it is free of construction debris and tracking from construction traffic accessing the site. CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing far public improvements shail be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standazds or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shali be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspectar prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall fumish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Deparhnent of Transportation Standard Specifications for Road and Bridge Conshuction. 3. . 9180W38tL(WRPresby[erianChurch)-approval.1tr 6. It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for subgade compaction and other related material tests for those improvements to be conshucted within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary Right-of-Way Construction Permit(s) and respective ]icensing will need to be submitted for processing by the City. A detailed description of the work to be completed within the Right-of-Way and a Traffic Control Plan shall be submitted for review and approval prior to the issuance of the ROW Construction Permit(s). RigLt-of-Way Construction Permit(s)/Licensing Prior to any construction of any public improvements, the necessary Right-of-Way construction permit(s) and respective licensing will need to be submitted for processing by the City. Right-of- Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, and easement or ROW dedications. 9. 2-Year Warranty Period for Public Improvements The Contractor shall warrant ail work performed far a period of two (2) years, commencing upon completion of all public improvements and final acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector deems that the constructed public improvements are in such condition as to requi.re repairs or replacement, the Contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Manager Bill Weyman, Field Services Supervisor Chad Root, Code Administrator Travis Crane, Plaaner File (3) 9180 W382h (P'R Presbyterian Chiach) - approval.ln Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway or pipe Surveys for roadway and trench AASHTO M145 trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embanlanent in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedwes loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewaik subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place i per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moistwe, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, place density, Colo. Procedures T209 Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewallcs and curbing te air content and slump ~ t 1 per 25 cubic yards PCC pavement, structural TO Procedures [A A Concrete, sidewalks and curbing 9180 W381h (W R Prcsbyterian Church) - ayproval.ln COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 77402 Date : 7/1612004 Property Owner: WHEAT RIDGE PRESBYTERIAN CHURCH Property Address : 9180 W 38TH AVE Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictlons of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wit he Wheat Ridge Building Code (U.B.C.) and all other applicable ~ t Ridc~p or ' a ce 6 under this p rmit. (OWNER)(CONTRACTOR) SIGNED ` r~ DATE_ Construction Value : Permit Fee : Plan Review Fee : $0.00 Use Tax : Total: $0.00 Use : Phone : 422-2354 Phone : Description : EXISTING 12' X 20' SHED W ILL BE MOVED FROM SW CORNER OF PROPERI"Y TO A LOCATION ON THE NW CORNER OF CHURCH BUILDING. BUILDING DEPARTMENT USE ONLY g,qning Gorimine;,,enfs SIC : Sq. Ft. : Approval : JH 7/16104. OK IF PLACED WHERE SHOWN ON SITE PLAN Zoning : R-2 Approval: Approval : Occupancy: Eiectrical License No Company; Expiration Date : Approvai: SHED MUST BE PROPERLY ANCHORED ON ALL CORNERS Walls : Roof : Plumbing License No : Company: Expiration Date : Approval : es~j~g~yurate infomi2Sion n set arid any cnnstruction inaccurate information. Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applicafion and is subject to the laws of the State of Colorado and to the Zoning Re9ulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. - (2) This permit shall expire if (A) the work auihonzed is not commenced within sixty (60) days from issue date or (B) ihe building authonzed is suspended or . abandoned for a penotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in ihe . original plans and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonmeni exceeds one (1) year, (ull fees shall 6e paid for a new permit (4) No work of any manner shall be done t ill change the natural Flow of water causing a drainage problem. (5) Contraclor shall no' 0 Build' speclor hve our (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceediin9 w" ssi ases of~tl} (6) The issu e" ' t ~mo rewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provis' n g co other oMinance, law, rule or regulation. ~WMKOb!" OWNlemOfoelot is rdpomible tor loeatTng propeet3 )ri" and according to the Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF WHEqTP BUILDING INSPECTION LINE - 303 :,.A-59"3 Date: ~ ~ CITY OF WHEAT RIDGE ~ " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) cOL ORAO~ (jPPLL CATION Property Owner: j~- PropertyAddress: y'1 &p C.1 ~/~-yV'_~ fnJ/fy-tlT ~i064,,62Dl ~Ot733 one: Contractor License No.: Company: 8-'- 'Phon .~jo3 2 7~- IDj3 J OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT Construction Value:$ I hereby certify that the setback distances proposed by this permit application are P t FeO $ accurate, and do not violate applicable ordinances, rules or regulations of the City of OIITll : WheatRidgeorcovenants,easementsorrestrictionsofrecord;thatalimeasurements P1~T1ReV1eWFe0:$ shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for iJSe'j'27Ci compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this-permit TOt81:$ , (OWNER)(CONTRACTOR):SIGNED i ~IA1411J DATE ~ 1 V~I I I I I~QF_SiOF~v~ DF C~Q~o✓L~r{7a~1 . (OWNER)(CONTRACTOR):PRINTED DATE Description: kX"SflN(~ 12k2o' SFI-r-o wl(c 61L /✓I0udL631 C~R~':,z. d'+-' ~/L u 9X.2 P-t -7-l7 (i,7 c~9- + t ~B~f' vN N W cOIZ~rc/c J` re C/(iiae%f ~GzY L-(J/rvGi Sq.Ft.added1~_ _5'f•fz-. ACL0i'n0An.+ywG lo'(' .S~ti~lfrc`J~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: ~ Approval:)H 7/f6~af ° OK ~~Ia~ec~ t~✓~e✓~ S~N ~'r'~~ ~a y Zoning: g_2 f COMMENTS: Approval: W ORKS COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions setforth in your application and is subject to fhe laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or anyother applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes - have been orwill be made in the ori9inal plans and specifications and anysuspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new pertnit. (4) No work of any manner shall be done that will change lhe natural flow of water causing a drainage problem. (5) Contractor shall noti(y the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pertnit or the approval of drawings and specifirations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official i~+.r~+:^~rwwr i~ ~ ' ~ , ~ 7 l~ R1/ EY HI~ ~ ~ GRAP ~ ~ ~ ~ ~ ~H, RANGE 69 WEST OF THE 6TH P.~~. ~ 180 WEST 38TH AVENUE 9 NE CORNER SEC. 27, ~ _ - S89'38'46"W 332.87' ~ ~ ~ 73S, R69W 6TN P.M, FOUND 3"ALLOY CAP ~ IN RANGE BOX SIAMPED ~ ~ ~ " N89'37'36°E 2650.58 39'37'36°E LS 28279 ' v ~ H ~ , ~ OF THE WEST ~ ~ ~ ~ CONC WA~_l_ , ^ FLOWLINE OF 6" VERTICAL NORTH LINE OF THE WES7 ~ OF THE WE NOF~TN 1 CORNER (34.00 R~C,) , ~ TN P.M, - 4 3~ PdOR?H OF FENCE 26 CUR~ ANG GUTIER ~ pF THE NW ~ OF ~7HE NE ~ SEC, 27, T~ SEC, 27, T3S, R69W ~ ' ~ 7 T3S R69W 6 29.89 A.M. , ~ _ ~2 R SE , , p PROPI=RTY LINE NORTH OF ~ FOUND 3 ALLOY CA _ ~ E~ROPERTY LINE IN RANGE 80X WATER METER 24,1' 7_5.4' INLET 1Q.2~' 6.81' 118.13' - 30.00' ~ FO~JND N0. ~~~,_BAR ~ CURB CU~ s CURB CUT ~ _ „ , „ INLET ~ W~RED Pl th., . CAP _ ~ - - SDWK T 10.?_' - - DWK .~-~-o---- o~'- o.._....._, 4 ~ STAMPEf~ L> ,_109 _ , ~ ~ _ / I 7' ~ 1 . , - U ILITY I/ ~ 332.8 ' N89 3~ 46 E 5454---..-.. "1 i~~ ( i~i~ - LEGAL DESCRIPTION: i~ ~ r ~j 1 ~ FOUND N0. 5 REBAR / ~ ~r , ir rr ~r ~~~u~cH I 1 ~ W/NO CAP 4.20' NORTH ~ W / f/~l /,/,/,l IGN / / / / ,~~OF RIGHT--dF-WAY ~INE _ PARCE~ A: ~ ~ ~ l~ /j / FOUND N0. 5 REBAR i i ~a.o~' ~ THE NORTH 290 FEET OF THE EAST ~ OF I~iHE WEST ~ OF THE WEST ~ OF THE ~ lr DRY STACK W/RED PLASTIC CAP o ~ ~f r/ r/ \ ,5458--- ~ . NORTHWEST ~ 0~ THE NORTNEAST ~ OF SEC'TION 27, TOWNSHiP 3 SOUTH, RANGE 69 WEST ~ BLOCK ILLEGIBLE 0.78' NORTH OF ~ ° ~ / f ~ ~TER R~GHT-OF-WAY LINE / ~ N ~ ~ ~ OF THE SIXTH PRINCIPAL MERIDIAN, EXCEPT THE NORTH 30 FEET THEREOF ANO EXCE:P7 ~THE SOUTH 175 FEET OF THE NORTH~205 F(_ET OF THE EAST 75 FEET THEREOF, CITY OF ~ / / / ~ wQ WHEAT RIDGE, COUNTY OF JEFFER50N, STATi: OF COI.ORADO. ~ t ~r ~ ~'r ~l q56 OVER _ W INLET ~ w 7 ~ - /r r / 5 ~ o o , /f /1 / / 1 I = 5454. 7 i= ~ ~ PARCE~ B: N ~r ~l ~ ~r ~l GRATE= 5456. 7 w w w r/ r ~ / ~1 / RETEN ~n w ~ z ~ i r, '~,u~ ~r~ . r~ ri rr o-~ ~ ~ ~ THE NORTH 507.6 FEET OF THE WEST ~ OFi,THE WEST ~ OF THE WEST ~ OF THE ~ ~ / / ~ t ~ / t t ~ND .---5~6 ~ z o / ~ i ~t NORTHWES7 ~ 0~ THE NOR7HEAST ~ SECTEO"~ 27, Ti~t^ISNIP 3 SOUTH, RANGE 69 WES7 OF ~ r r ~ \ ~ o Q ~ z ~ r~ ~ G r~ ~f / ~ ~ ~ i i . r r / ~ ~ TNE SIxTH PRINCIPAI~ MERIDIAN, E~(CEPT TNE; NORTH 30 FEE1 TNEREOF, AND EXCEPT A ~ ~ ~ W ~t ~ .77~ r~ , ~ / / / / l ' ~ 24. 0 r~ ~1 ~t ~ ~ ~ w z z PARCEL 5ET FORTH UNDER R~CEPTION NO.F(~493120, TOGEIHER WITH THE iMPROVEMENTS ! ~ ~ ~ ~ - ~ r l ~l ~ ~n z h ~ 51TUATE THEREON, KNOWN AND NUMBEREf~ ~~S 9180 WEST 38TH AVENUE, CITY OF WHEAT RIDGE, COUNI~Y OF JEFFERSON, STATE OF CC)LORADO. ~ ~ / / _ . ~ ~ l~ I ~ ~ o~ r~f` - 23.9' N ~ r/~l ~~o f ~ , N ~ . ~ i ~ r • ~62-- ~ = cn ~ J . l~, _ _ _ _ ~ / Ir ~ ~ 5 W w ~ ~St-I , ' ~ ~ , l~ /r l / T ~ x PARCEL C: 1 0.9~ rir / ~ ~ ~ a_ ENC.~ _ . . r ~ ~ o a THE NORTH 205 FEET OF THE EAST 75 ~FEE~~ OF THE EAST ~ OF THE WEST ~ OF~ THE NW , w _ I ~l l ~ . / IRRIGATIO ~ ~-.wz W ~ ~ • , a OF TNF NE ~ OF SECTION 27, TOWNSHIP ~ SOUTH, RANGE 69 WE5T OF TNE 6TN z ? 1 l - ~ . / ~ ~1 ~ 1. ~ N ~ ~n ~ ~ / SWI S '1.3.9' ~ / 1 1 Q , ~TYP.) ~E ~ / 1 ~ PR • ~ ~ ~ PRINCIPAL MERIDIAN, EXCEPT ANY PORTION C.YIP~G WITHIN WEST 38TH AVENUE, CITY OF . n_ ~r i . rr I r~ P N z z~ ~ / ~ . ~r ~ r S464-""._.-~ ~ o WHEAT RIDGE, COUNTY OF JEFFERSON, STAT," GF COLORADO. ~ s r ~ -srEPS N . /r / /f a ~ ~ - ~ ~ ~ ro ~ . ~ / ~ u~ ~ x \ ~ ~ ~ r r~ MErai_. ~ rr rj P ~n u z t~ . ~ STEf S . r~ l~ r~ r R~E d ALSO DESCRIBED AS FOLLOWS: ' ~ ~HE~D ' r~ I I P P w x = ~ r~ • ~ _ ~ /r / ~ A PART OF THE WEST ~ OF 7N~ W~ST ~ 0~ TH~ N1N ~ OF THE NE ~ OF SECTION 27, z f_ o _ rr . oN ~c~NC.~• r~ i~ rr r-- ~ TOWNSHIP 3 SOUTH, RANGE 69 WEST OF T!-I~ 6TH PRINCIPAL MERIDIAN~, CITY OF WNEAT RiDGE, COUNTY OF JEFFERSON, STaTE OF Ci)LORADO, r~ORF PARTiCULARLY DESCRIBED AS ~ ~r ~l o ~ 8.0 ~ ~ q6g ~ l ~ 0.0 N / / 5 FO~LOWS: w~o ~ o ~-23.2 _ rf~~r~ o ~ o ? r I ~ ~ 0.7 ~ I ~1 CO CRETE QEGIP~NING AT THE NORTH ~ CORNER OF S~AID SECTION; THENCE~ S00'10'05"E ALONG THE ~ ~ ~ d / ~ ' 21.6~ ~ • • ~ ALTAR ~ / ~ 9180 I i'~ ~ ~ WEST LINE OF SAID WEST ~ QF THE WEST ~ OF TNE NW ~ OF THE NE ~ OF SAID SECTI~N ~ ~ o w I ~ # ~ r r N FOUND N0. 3 REBl~R ~ w o i~ ~ MULTI LEVFL 9~0 r~r 29,89 FEE7 (30.00 FEET DEED) TO A N0. 5 REBAR WITH A RED PL.ASTIC CAP STAMPED LS ~ ~ ~ ~ ~~RAME ' . / / ' ' W~NO CAP ~ ~ o f BRICK & ~ / . 22094 WHICH IS THE POWT OF BFGINNING; iW~NCE CONTINUING ALONG SAID WEST LINE, ~ ' C° ~ i ~ CHURCH o ~ ~j 447.54 FEET TO A N0. 5 REBAR WIfH A RE7 F'LA5TIC CAP STAMPEO LS 22094; THENCE ~ w w Y - ~ / ~ MEMORIAL ' . . q z~~ ~ ~ l / S~8'40'29"E, 165,61 FEET TO A N0. 5 RE~A~ WITH A RED ~'LASTIC CAP~ STAMPED l~S ~ ~ c: ; , r ✓ ' l l / WALL ; <r rr: ; / tr 1 STF _ ~ ' ~ 85.6' _ : r ~ 22094; THENCE N00'10'46"W 191.62 FEE~( TO A,NO. 5 RE~AR WITH ALLOY CAP STAMPED - ` - da. ~ ~ ~ .r , , ; LS 16837; TNENCE N89'18'40"E, 165.66 FEf_T TO 7HE EAS1 l_INE OF THE WE ;1 ~ OF TNE ' ~ o ~ 1 ~ / . • , w--" / ~ / ~ . S' EASEMENT RESERVEa ~42,0 f i l . , ~ WEST ~ OF TNE NW ~ OF THE NE ~ OF SE~C;IOh 27, TOWNSHIP 3 SOUTN, RANGE F~9 WE51 ~ ~ ~ ~ ~ ~1 ~ - , . , , . / / l • . ~ _ ~ . ~ TO BERRY & FROEBE t~ ~ , r i ~ ~ • ~ - ~ , ~ • rr ir ~ . w ~ O i.~ ~ / l / T-*-T -r.y` l / ' i ~ . . . . , _..r-~', OF THE 6`fN PRINCiPAL MERIDIAN, SAID POI~IT EEI~IG A Np, 5 REBAR W11'H ALLOY CAP ~ - u~ ~ ~ rl ~ ~1 / / ' / ~ n i ~ / / / . . ~ l,' ~ l ~y . ~n PER BK. 1290, PG. 519 ~ ~ r r r ~ r~ ~i ~r ~ . . ~ i r r c R . , ~ ~ , , _ . ~ STAMPED LS 16837; TNENCE N00'12'27"E AI~~ONI; SA1D EFlST ~INE, 259.82 FEET TO A N0. ~ ~ r ~i ~i rr ~r ~ ~ R ~Mp , ~r, ~i , ' • ~r r ~ P~~ . .,r-~-~- - r.-~: _ ~ f- r r r t r~ ~ ~ i . i i ~ p ' ~ . ' , ! ~ _,E~T~r~c ~ 5 REBAR WITH ORANGE PLASTIC CAP STAMP~~D PE & LS 9489 5AID POINT BEING ON THE ~ z~n Q ~p~ /~1~/` / 2NCI I . ~f~/ ~ ~ . . . . _ li; , ~ ~ ~ r r r ~ , ~r ~ i r _ • / , ~ , ` SOUTH RIGHT-QF-WAY ~INE OF WEST 38TH AVENUE; THF~NCE 589'38'46"W, 33?_.87 FEET Al_ONG SAID RIGNT--OF-WAY LINF, TO THF 1I~UE POINT OF BEGINNING. THE ABOVE L ~ 'I; , f /~,~/,~i ~l / sPACES ~L u, ~ ~ ~ rI ' ' 1 ~ , ~I ~~t ` t ' / / l , / l~ l I~ ~ ~ . DESCRI~BED PARCEL CONTAINS 117,817 SQUARE FEET OR 2.7047 ACRES MORE OR LESS. ~ l l / / / r~ / l l l 1 / t ~ ~ , . ~ c. ~ r ,l I l~l ~ ~/rr /~r l r rf t/ ~ , ~ ~i ,i ~i ~i r , i r i r i ~ r r~ ~ ~ ~ 0 / / / l / r, ~ l~ lj 1 / / ~1 l ' ~ 2 1RRIGATION E ~z . l/ 1/ / t 1 I l l/ • W00~ ~ ~ Q ~ I~ l / r~ ~l / / l/ / OXES r ~ ~r~~ r~~~~~i~~~rr ~ r i ~ i i ~ SF~~EDVN~ _ r r~r ~ i~~ tf ~r ir rr ri ~r r~ ~r ~ r~r oiRT ~ ~ ~i ~ fi ri ~r ~i r r i i r, ~r ~ r~ r i i « oo~~ o' o8"E ~ ~ ~r ~ ~r ~f ~r r , ~ ~ f~ ~ rr r~ rr ~ s - i~iiiir~ irri~ L,i~i irr 477.66' A.M, ~1 '~l ~l / ; ~ l 1 l i~ r ll 1 /l l/ ~l • /l,,r 'i 16 ,66' S89'18 ~0 W w i~ ij r~ i, ~ r~ r r, i ir r i~ ir rr i, ~ r'~ NOTES (a~~.6 aEC.) ~r r 1~ r r~ r. r r~i ~i i rt ~ r i ir r~ ~ ~ o r ~ r~ r~i~rir~ir~,i, ~~~rr 1 r~~ U r FouNpNO.~~Eea~ 1. NOTICE ' ~~r rriii i~ ~ / `d' / ~r ~l ! ~ / / / /r l / / 1 rr,~~`!, t `~~l FOUND N0. 5 REBAR - W~ALLOY CAP ~irr~~ rrir '~ir~ i~ r r i i ~ ir i~ i~ i~ rf ~ v~ ~ i r,,;,, ~ 83~ ACCORDING TO CO~ORADO LAW, YOU MUST COMMENCE ANY LEGAL ACT10~1 BASI$ OF BEARINGS: THE WEST UNE OF TNE WEST ~ OF 7~iE WEST ~ OF~ ~1 r~/ ~t ~l ~l I l r l l~Y wl l~ ~/j /f tr ;'f,~ ir Gti~ALLOY CAP SfAMPED LS 6 o /r l~ l~ rl r~ ~ / / / /r tr / ; . ~ ' T M PED LS 68. ~ / l l~ l~ r~ ~ r/ / rl Q d l / l/ lr S A BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTEE~ THE NW ~ OF ~THE NE ~ SECTiON 27, TOWNSHIP 3 50UTH,~~ ~ANG~ 67 v~E~ST ~ rn SI-~ED ON DIRT / ~ / I / / ~I t ~l l~ lr /r / ~'1 M E I ~,4 ~ r ~ / / / 1r r~ / t rt r ~ ~ L~ 1j YOU FIRST DISCOVER SUCH DEFEC7. IN NO EVENT MAY ANY ACTION pF 7HE 6TN PRINCIPAL MERIDIAN. WAS ASSUMED TO BEAa',S00'10'08"E ~r:r l~? ~ H 2.71' - / I ~ ~ / 1~ ll l l / / / / . E,,. , C~ A C E S ~ f~/ rl I r1- ~ ~1 ~l t l I l, f t I 1~ I~~~; ;,~~~/ri BASED UPON ANY DEF~ECT IN TH~S SURVEY BE COMMENCED MORE TNAN g~TWEEN TWO FOUND MONUMENTS ONE BE(NG A NUMBER 5 REBAR Wilf' A TEN YEARS FROM THE DATF OF THE CERTIFICA710N SHOWN NEREON, ~ RED PLASTfC CAP STAMPED LS 22094 MONUMENTING NW G,ORNFR OF ~ 7~OEAST / l l ~~w, ~/~/~/~ljl~~ ~ ~~'r_ r r/ ~j ~~r ~ ~ r l// r r ~ ~ f r`, l, / / / /~/1/d~ 1 /~/~l~/ ~~j ~ I l / ~',~?l ~ (;Iit~iNLINK FCNC /f ~ 1 ~ f ~d ~ / / / 1 / / lz r l 1 2, MONUMENT DEFACING STATEMENT SUBJEC7 PROPERTY AND THE SECOND BEING A NUMBER 5'REBAR WITf-I A R~ED PLASTIC CAP S7AMPED LS 22094 MONUMENTING A~ PO'INT 5 477.66 / 1 / / l / l / l / / '`~I,~, `~"l!~~' ~ / ' ' T 0~ - ~l `l ~ ~ / / ~ / / t / / /r lf x w f rf 1~ ~ r~'' 2 t EAS I r~ t I// I r i~r~ ~~ii~ ~i~~rrl~i~; PROPERTY LINE l///// ~ 1/ t/~ lj f Q~ / l l~/ LEGENO ~ / r~ l ~ r~ l r~ l~ l~ / l 1 / ~ a ~j l/ ~ ' ~ !1 ANY PERSON WHO KNOWINGLY REMOVES, ALrtERS OR UEFACES ANY PUE3LIC ~EET SOUTHERLY OF SAID NW CORNER. / / lj / ~ f lr l~ /f /f l / tn~ / l ~,+~'r: ; r', f'. ~ - r/ r / l I / / t~ I~ l~ l~ / r ~ / ~l o ~ ~ ~ ~ ' 16 SET ~5 REBAR W~CAP S7AMPED P.F,. & ~.S. #~9489 LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, ' i~ i~ i~ rr ~~r~ i r~ r~ ~ r.- ~ r r~ ~~,~f COMMIIS A CLASS TWO (2) M15DFMEANOR PURSUANT TO STATE 5T~TUCE I ~ ~l ~1 ~I ~r lr ~r r ~ ~ o ~ w~`<~~~' M NUMENT IN RANGE BOX VACATED ~ r c~ / 1 l / l ~ ~ FOUND 0 _ ~ ri ~r rr ~i _ r~ ~i ~ r ii lr r%~ 18-4-508, C.R.S. ~ ~ ~ ~ ~ cr~E~i~~soN sTREET ~r r~ ~i i ~ i i ~r rr ~ ~ z r/ 1/ l~ Y w~ f~j ~j 1/ ~ j~~.~ ~ ~i) FOUND MONUMENT AS NOTED r ~~i~~ f f,~, R~_c. ~,,o. Fo592s25 ~ r ~ i~ ~ ~ ~ rr ~r i~ t r~ ~r rr r ri~rr ~i~lrri r~~ 3. THIS SURVEY DOE5 N07 CONSTITU~fE A TITLE 5EARCH BY CNESSNOE BENCNMARK: CITY OF WHEATRIDGE BENCHMARK N0. 5509 A BRASS ANb ASSOCIATES TO DETERMINE OWNERSHIP OR EASEMEN~TS OF RECORD. CAP AT THE INTERSECTION OF GARRISON STREET AND WE5T 38TH / r l ~ I n~ ~r~r~r~r~f ~ ~r rfr1rr/ ~ 1 ~ ~ ~ ~ `~r ,t~ir; FOUND CROSS CUT IN CONC WALK ~ 1 l ~ / r/ l l/ l/ f~~~ / / 1 '~~6 ~ u~ 1~ t / l / 1 / ~ l~,;~ , ~ FOR ALL INFORMATION REGARDING ~A5EMENTS, RIGHT-OF-WAY OR TIT~_E AVENUE ELEVATION=5445.06 NGVD 1929 DATUM r ~~r r, ~ ~ ~rr~ rr rrr ~ r i ~ ~r r~ ~ rr i i i r r~ i~ ir ir i~ ~i ~ FiE~D aNG~E OF RECORD, CHESSNOE AND ASSOCIATES RE~IED UPON RECORDED P~F~T i r~ ~ i~r r~~ ~r rr ir ~r rr r~ ~r r ; r~~, rr ri i r~~ ~ i r ~r lj r~ r r~ r AND INFORMATION SUPPLIED BY CLIENT, ~ ~ CERTIFICATE OE SURVEY: I NEREBY CERTIFY 1'HAT ON DECEMBER 5, ?_002, ~ i ~ ~r ~r ~~~r rr ~r ~r ~r ~r ~ ~ r r~ r~ i r~ r '~~r~ ~ ii~ iiiii ~ R ~NFi~~o ~ ~r ~i r i! i i r i ir r~ r~r ~r ri a. M. as M EASU CD ~ ~ A SURVEY WAS MApE: OF 7NE ABOVE: DESCaIBED PROPERTY UNDER MY ~ _ _~r~ r~ r~ ~r ri rr r~ r~ r~ r i r~ r~ i~,,,,~ i(~'CE WES'T OF l~ r~ 1i ~ ~ t ~ t / l~ l~ l~ l~ , 4. P,E, & L.S. SEAL, DEPICrED HEREON, VAUD ONLY WI7N WET DIRECT SUPERVISION AND T~IE CORNERS WER~ 5ET AS S~IOWN, HOLDING i~G, l 1/ I/~I ~I ~ ~r l I t l•'r~ %,:v;"~~' REC. ~ OEED OR PLAT D15TANCE ~ C. ERTY LINE ~ / /r t~ ~ ~ r / / t l~ / / / rl ~l r/ ' ~ SIGNATURE AND DA7E WRITTEN TNROUGH IT. ~ FOUND POINTS AND PLAT DISTANCES WNEREVER POSSIB~E; I f~URTNER ~ 1 rl rl ~t ~ ~ / ~t ~l / / I I l~ l~ ~ : ~ ' CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE P~RCEL; ON TNIS DA~1E, ~ 5' / / / / / p,/ l /f l~ t r ~ , .f . r~ r lr r~ ~ ~ r~ ~r i~ r~ r~~ i~ i~ i~ i~ . ~ coN cR~TE AR~~ ~ `7 ~ l P RTY HA5 70 PARKING CURB STOPS WITHIN THE Pf~OPERTY tiND DECEMBER~ 5, 20Q2,~ EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY ~NITHIN 5. PRO E ~ ~ / ~ / 1 / l~ /f /r tj / r~ ~ 1/ l~l~//rl I/ 7 l 1 lfl~lf rr~r1 1~~~/~l l t ~ 18 CURB STOPS OUTSID~ THE PROPERTY, SAID 18 PARKING 5PACE5 THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THCR~ ARE l~ lf l~ lr Ir ~r /j l~ ~ / / / / 1 l~ , r / ASPHA~T PARKING AREA / l/ 1~1~1~1j~~~~~~~f~rr/1~~t~1 r ir - APPEAR TO BE USED 8Y MEMBERS OF THE PRESBYTERIAN CNURCH Ai NO ENCROACHMENTS UPON THE DESCRIBED PREMI5ES EXC~PT AS 9180 WFST 38TH AVENUE. NONE OF THE ABOVE SPACES ARE DESIGNATEQ INDICATED, AND 7HA7 THERE IS NO EVIDENCE OR SIGN OFI ANY EASEMENT ~ F UND 5 REBAR rt / 1/ rl / ! ' / l / / / l l l / / ~ / , ~ ~ ~ l t l t l l// 1 I/// r' I 1 CROS5ING OR BURDENING ANY PART OF SAID PARCEL, EX~EPT AS -D, 1, l I/ li 1 I I/ I/ r~ l~ /f /r l~ l~ 1~ r,~ i= _ EXIST, CNAINUNK FENCE _ ~ W~RF(~i !'i_~~,STIC CAP ~ /f t~ / l~ ~r r~ l l / I~ l~ I f 1~ ;,i'~ a w00D~ 1 t~ l I, , l~ r, t r T VERHEAD UTILITY LINE WITH STRIPING r ~~~A~~atEC~~~ STAL~I f~ LS 27_09 'SN ~ D ON I~/ I r~FOUND NQ, 5 REBAR r ~r r, ~ _~F~ -{Jy EXIS . 0 / X~ / 1~ 1~ ~ f r, ~ R~t1 D DiRT~ r 1 rf ~r i w/REU P~ASTiC CAP, ~ t ~ , ~ ,S ~j ~ r I~i ~ f S~aMPED LS 2209~ r r~ ' ---0 - EXiST. WOOD FENCE z ~~rrrr r,r r r r~~~,~,~,,,,,~,~,,~ 6. AREA OF PROPERTY IS 122,373 SF, 2.809~ ACRES MORE OR LESS, ~ j ~ ~ ~ ' 94~ ~ ~ I AEL S. CHESSNOE, P,E. &~:5. ~ ~l ~I ~ f / / / r/ ~l rt P wER POLE / / / / t I ~ 0 ~ l~~ ~ 1~ l~ l~ 1~ 1~ , , ~ ; ~ ; p ~ ~A~V E, ~ 16.6 ~-~1~_~~ ~ ~ 1 I ~r I _._L~1a_L1~L__1_~._L.J_~ ~ , ~ , ,,f ~r WATER METEf S88 40 29 E 165.61' GRAPHIC SCALE COUNTY SURVEYOR'S CERTIFICATE: ~F flF ~0~~~~: ~ ~ , _ _ - ~ __NL'.E'R0, . QG.___ ~ ' i 4 LIGHT POI.E o~ ro~ ~ T~1NDFRG OUND DIT N RY~ TACK ~ ~ ~ CONCRE E C D S 6~~ ~ , Y W R MANHOLE z i n~ hh~Trp 0 SA~IITAR SE E DEPOSITED ThIIS ____~DAY 0~_____________w___~; 20_--, .T nnnv r1~' Tu~ ((11INTY S~IRVEY~R'S LAND j• t C3 V h r ~ rv ~ ~ r ~ ( ~ f I r dIN FF,E'I' ) HI_~_ M IIV PVVn " . I inoh • 20 (t ~ ~ FENCE 29.3'± SURVFY PLATS/RIGH7-OF-WAY SURVEY5 AT PAGE_-___~ EAST OF PRQPERTY LJNE ~ RECEPTION NUMBER____________-_--• i F OUND N0. 5 REBAR ~ NOTICE: ACCORDING TO COLORADO LAW YOU MU57 COMMENCE ANY COUND W0_ 5 RLE3AR / W/RED PLASTIC CAP , LEGAL ACTION BASED UPON ANY DEFECT IN 7HIS SURVEYi, WITHIN THREE W/RF r7 ~'I ~~TIC C'AP i STAMPED l.S 22094 - YEARS AFTER YOU DISCOVER SUCH DEFECT, IN NO EVEN7 MAY ANY ACTION BASED UPON ANY DEFECT IP! TNIS SURVEY BE COMMENCED MORE SfAMtl ii L5 220~0 THAN TEN YEARS FROM THE DATE OF CERTIFICATION SNb!NN HEREQN. ; , f'ERMIt TRAGKING FOIZM ADDRE55_G (.l O ~ ~ (JI(-Q. DATE SUBMITTED 5' 'C PERMI7 NUMBER-la(A IYPE OF PERMIT O YYl DI"1 ~--iLw~s~,l CONTRACTOR Cn. fll a.l IC'Stc~-q c~(' HONE "'7 t.,2I '~-~~r ~ NPE OF REQUEST U l ~ -')(4~lnnr 1 x) c)Y~~ki(> 0 P r'A-(.-r d- r YLo rn6rl C d (1 ~"'DATE PERMITAPPROVED DATE AND REA50N FOR PERMIT DENIAL REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YE5 NO N/A GONDITIONS OF APPROVAL DATE IN DATE OUT ~ BUILDING DEPARTMENT S` [X -9 fd ENGINEERINGDEPAR7MENT c°D ` I-C18G ~ PLANNINGDEPARTMENT f ❑ FIRE DEPARTMENT ~ O CIN ARBORI57 ❑ PpLIGE DEPARTMENT ❑ SEWER DISTRICT ❑ WATER DISTRIGT ❑ OTHER GERTIFICATE OF OCCUPANGY / CER7IFICATE OF COMPLETION DATE IN DATE OUT ❑ BUILDING DEPARTMENT ❑ ENGINEERING DEPARTMENT ❑ PLANNING DEPARTMENT O FIRE DEPARTMENT DATE~EERi1EICA"fE OF QCCU~ANGl'Y CERTIFICATE OF GOMPLETION 1551JED TEMPORARY CERTIFICATE OF OCCUPANCY DATE IN DATE OUT ❑ BUILDING DEPAR7MENT - ❑ ENGINEERING DEPAR7MENT ❑ PLANNIN6 DEPARTMENT ❑ FIRE DEPARTMENT PLANNIN6 ESCROW CONDITIONS AMOU4T ENGINEERING ESCROW CONDITIONS DATE TEM('JRARY CERTIFICATE OF OGCUPANGY 1551JED DATE EXPIRED CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE a m a ~ z : a w 0 1 Issued Without Fee 7500 W. 29th Avenue Date September i, 1998 Wheat Ridga, Colorado 80034 This certificate verifles that the buliding constructed and/or the use proposed of the bullding andlor premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. . owNea Wheat Ridge Presbyterian Church ADDRESS CONTRACTOR 9180 W. 38th Avenue PROPERTYADDRESS LEGAL DESCRIPTION: 9180 W. 38th Avenue Amphitheater / Worship Center FOR THE FOLLOWING PURPOSE Worhship Center for Wheat Ridge Presbyterian Chiirch No changa shall be made in the use ot this building without prior notice and a new CertlFlcate of Occupancy from the City of Wheat flidge. Chief 6uilding Inspector Zoning Administrator f" W.R. Form&B For Mayor ~ P Date: 0 - / - C/ D A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: BuitdingDepartmentApprovai: Remazks: e4,7 Zoning Approval: Remazks: Public Works v ~ q 4 lqo °tl I Remarks: P Fire Mazshall ApproW (If Applicable) Remarks: B-t2-'998 7:Sii:.61 FRO`.1 FUTURA clJG;hJcE=.ING 30' cd9 gLgy Futura Engineering /nc. Engineer(ng Consultants and Surveyors 12741 East Ca1By Avenuo,5uite 126 Englawootl, Cobratlo 80171 (303) 649-8282 FAX l3031 848-9699 August 11, 1998 Aiz. Crrcg FCnudson . City of Wheat ltidgq Engineering DcpG 7500 West 29'" Avenue VJhest iiidge, CO 80215 RE: I,etter of Certification - lletentioa Facilities for Wheat F.idge Presbyterian Church, 9180 Wat 38ih Avenue, Wheat Ridgc, CO , ; Dear Sir, t.` This leua is tv ccrtify the above mentioned detenrion facility including berm, ouflet mucbm, and ovcrati pond volume, have bern constructed and found to be in gmera( confoanance with She approved Drainage Plan prepued by Funaa Engineering, Inc., dated March 16, 1998. . . . , _ _ Should you or yovr staff have any questions, piease ca11. Respectfully Subnritted, , M%~5 Anson B. Andrew Date Colorado P.E.11028 P. 2 ;:a< CC: file 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 August 3, 1998 M. D. BUILDING CORORATION ' 3601 S. HURON ST. ENGLEWOOD, C0. 80110 Attn.: The Ciry of F WHEqT PO "WheSt U ~m -1x1dge ~OtoRaOo Re: Letter of Acceptance for Permit Number 4750 This letter is to inform you that the work performed at 9180 W. 38TM AVE. under the terms and conditions of the above referenced permit, is hereby accepted by the City of Wheat Ridge as of Aucrust 3, 1998. As defined by Section 21-30 Paragraph A of Ordinance No. 987 you will be responsible for maintenance of the work performed for a period of two (2) years from the date of acceptance. If y'u h8ve any questions, Re pec fully, please contact me at 235-2868. II Grea Knudson, M.P.A. Development Review Engineer chb cc: File (303) 234-5900 • ADMINISTRATION fAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Cl) LLI Z J W Z a ~ o N ~ Z o ~ 0 ~ W U. 'W 2 m W 0 0 5 Z p (Y J N ~ ~ O U ` C n ~ p 0 Q y z v o~- N v Cl) U) 0 Z 2 = ~ N M CV) 0) L? M No ~ O ~ M ~ Q O O ~ 0 V ~j W 0 CC V ~ z W O V ~ ~ W ~ MW ~ aa W W~ N 3: N V, Z LLI ~ U) ti U a a ~ U o ~ ~ F&I ~ ~ w 0 w ~ ~ 52 ~ 0 = ~ 0 p ~ 0 z W p W Z~ 0 a F- ~ ~ O ~ w a C3 ~ ~ Z p~ ~ U 6 d Z H m m z ° m o 8 ~ 0 U w a ; m O `n z ' rn 0 0 z z ~ ~ w a w W U ¢ ¢ co o J Q Z y l. U) U) er 0 U 0 2 L W a O z ~ - a 0 O .2 p7 O C `p y _ C C L N O O 0 m C N ~ i U ~ i ~ 0 w Z (D co z w W m J ~ z D W' W U z O 0 Z ~ ~ LL 0 w z ~ ~ - Z w w m a 2 O w th , Q J ` ~ Z 5 ~ 2 LL Q 7 a ~ 0 'iO' 0 - Y Q Y O ~ Q LL ~ m 0 c ° ~ c ° v ' ~ U U U a'6i ~ E ~ 16 w a = C a m ~ m ~ ~ o) 'a as 0 E m ' *cg N 7 w a N = ~ m F~ m o Q a 0 ~ O N y C G m 0 0 o. ~ ~ m ~ ~ ~ ~ ` ~ ~ ~ YV , ~ j 07 - Q ~ m G 0. ~ N LL O m 5 ~ 3 0 O ¢ O N ¢ ~ j N w C l N w C a E a ~ c ~ x ) . N ii ~ O E ~ i;~ n ~ ~ J a2S o. 1 IL ' 0 Q V LL, I- W CC F t. LLI J W Z N ~ 0 N ~ W LL FU Z m ~ ~ Q V a V = I V ~ 00 W z o Z a ~ V O 7500 WEST 29TH AVENUE • WHEAT FIDGE, COLORADO 80215 6*JL~ (lL-VAse LETTER OF NOTIFICATION FOR PUBLIC DATE ~ 61$ ADDRESS Dear Contractor: w ISL. el: . r C -hu+roVl -to,+Fdeoc .~ocs4~,P a.ccA 1 In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. If u ave any questions, please contact me at 235-2868. ;t S n rely, ~ ~ ~n..~ Greg Kry(tdso , M.P.A. Development Review Engineer cc: File The Ciry of 9H4;~ GWheat GRidge IMPROVEMENTS RESTORATION (303) 234-5900 • ADMINISTRATION FAX: 234•5924 •POIICE DEPARTMENT FAX: 235•2949 The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275-6713 (303) 234-5900 CiTy Admin. Fax # 234-5924 May 19, 1998 Police Dept. Fax # 235-2949 Galen Myer Whe, at Ri_ dge Presb erian Church ~ 9180 W. 38th Avenue ' Wheat Ridge, Colorado 80033 Deaz Mr. Myer: GWheat ~Ridge I have spoken with Walt Petitt concemin- the completion of the landscaping in connection with the Church outdoor worship azea. Walt has informed me that the landscaping will be completed as donations and gifts are received from church members and could take as much as two years to complete. This facility was approved as a conditional use by the Wheat Ridge Planning Commission with a specific site plan showing vertical landscaping to be planted around the worship area adjacent to the Wide Horizons facility. Enclosed are a copy of the Planning Commission minutes and the site plan approved as part of the conditional use permit. Since the site plan was part of the approval, this landscaping must be completed at the time the worship area is completed. The remaining landscaping on the site can be completed as your donations allow. Please contact me if you have any questions. Sincerely, ~ Okt--- Alan C. White, AICP Planning and Development Director enclosures Qt RECYCIED PAPER Planning Commission Minutes June 19, 1997 Page 2 5. APPROVAL OF MINIJTES A motion was made by Commissioner RASPLICKA, second by Commissioner SHOCKLEY to approve the Minutes of June 5, 1997, with change on Page 5 to replace Commissioner Snow's name with that of Commissioner WILLIAMS. Motion passed 6-0. 6. PUBLIC FORUM (This is the time for anyone to speak on any subject not appearing under Item 7 of the Public-Hearing Sectian of the Agenda.) There was no one present to speak. 7. PUBLIC HEARING A. Case No. CUP-97-4: A.request by the Wheat Ridge Presbyterian Church to approve a request of a Conditional Use Permit to allow a church and outdoor worship area on Residential-Two zoned property located at 9180- W. 38th Avenue, City of Wheat Ridge, County of Jefferson, State of Colorado. Ms. Reckert presented an overview of the case. She passed out copies of a letter from adjacent property owners supporting the case. She submitted for the record the case file, staff report, exhibits, and other related materials. She stated that this request provides for outside worship area with seating for approximately 75 parishioners. She also stated that the church would also like to incorporate some community functions for this azea. Buffering wou(d incorporate berm and possible fencing although finai plans have not been made. The theater would not be lighted or covered. However, exit lights would be included. They aze also requesting a 200-amp speaker system. There was a question as to encroachment to the property line. Ms. Reckert stated that there had been old street right-of-way, however, the existing fence line was in place at the time of vacation. Several representatives were present to discuss this request. Staff concludes that a(l . agencies can service the area, is consistent with the comprehensive plan, and the impact on adjacent property owners can be minimized with proper landscaping design and improvemenu, criteria has been met, and Staff is recommending apptoval. Chairperson WILLIAMS swore in the following speakers: Tim Kathka, azchitect, 1580 Lincoln St., Denver. He is the azchitect for the church atid wished to emphasis the church's desire to be a good neighbor and an asset to the City with regazd to this facility. Bob Mahoney, consultant 2333 Engleton Avenue, Boulder. He spoke to the sound that wiil be generated and how the neighborhood would be protected. He felt that berm would not be the first -choice to buffer any noises that may be generated. He £eels the most effective way to deal with Plamiing Commission Minutes ~ Tune 19, 1997 Page 3 noise is not to generate a lot of noise in the first place. He stated the Wheat Ridge does not have noise standards but has considered other city's noise ordinances and has recommended to the church that the sound system is never played louder or would be conceived as louder than rush hour traffic. He suggested using a loud speaker system that focuses the sound only on the amphitheater. Dwight Stafford, 13559 W. 23 Place, Boulder. He is the administrator of Wide Horizon and stated that there is a very good cooperative association with the church. Their only concem is to secure the value of the property for economic development in the future. He stated that the church has been very receptive to any concems Wide Horizons may have had. He wishes to see the acoustical design analysis to be part of the decision making process. Wide Horizons does not have difficulfies with the amphitheater being so close to the property line. Bill Trefe, 3875 Ailison Circle. He stated that the cliurch is a good neighbor. He briefly discussed review of the Master P(an and has no desire to create an adverse condition. He also discussed the sound system to be purchased which would solve any noise problems and would not be cost prohibitive. (Due to technical recording problems, some testimony was unreadable.) fBob Eckhudt, 7400 W. 34th Avenue. Mr. Eckhazdt stated he is for the proposal and is glad that the acoustical system is being at looked in detail however does not believe it will be a problem in any case. He also stated that he thought it was sound to look at potential probiems wi[h noise for future growth ofthe area. Discussion took place regarding bui(ding setback, imgation system, acoustical system, amount of wattage, property lines, conditional permits, modifying noise, future use, fuhue surrounding building concerns, berm/fencing/walls and elevation. A motion was made by Commissioner CERVENY, seconded by Commissioner SHOCKLEY "for approval of a conditional use permit to allow a church and outdoor worship azea on property zoned Residential-Two located at 9180 West 38th Avenue, be APPROVED for the following reasons: 1. It is within the City of Wheat Ridge, therefore, the City has jurisdiction. 2: Appropriate notifications have been made. 3. A conditional use permit is required to allow construction oF the outdoor worship azea (amphitheater). 4. The proposal is consistent with the Comprehensive Plan. 5. The evaluation criteria support approval of the request. 6 All agencies can serve the azea. Planning Commission Minutes ~ June 19, 1997 Page 4 With the following conditions: 1. That this is primarily an amphitheater for church functions. 2. 1'hat if there is a problem with noise, the Staff has the right to mitigate the problem with the final result being if this cannot be mitigated between staff and the applicant, that the condirional use could be brought up by the Staff for review. 3. No permanent lights be installed other than low level courtesy lights. 4. The church and Wide Horizons must come to a compromise regazding noise mitigation. Motion passed 6-0 8. CLOSE PUBLIC HEARING 9. OLD BUSINESS Commissioner BRINKMAN inquired if Staff was to remind Applewood Baptist Church that they must reapply for their use request. Director GIDLEY stated that Staff is not responsible and that the burden is upon them to provide adequa[e information within the time restrunts to be able to be reheazd in August, 1997. Commissioner THOMPSON inquired if there would be a conflict of interest since she is a member of this church. Director GIDLEY stated that unless there would be a personal interest, there would be no conflict. She was advised that if she was uncomfortable voting on the Applewood Church request, that she could abstain. 10. NEW BUSINESS 11. 'DISCUSSION AND DECISION TTEMS Director Gidley addressed the By-Law revision target date and what would need to happen next. He stated that the Commission originally wished to wait until the training session was completed and back up to full strength. He suggested to Ms. Reckert that this item be revisited in July. Discussion was held regazding the CPRC and related information. Director GIDLEY presented an overview of the CPRC and the origination of what needed to be accomplished. The Director advised that he does not believe that the members of the community who were selected to work on this committee are not representative of the community, youth, poor, various ncial or ethnic groups, or of the business community. The group had been hand selected and many of them have a history within the community that they brought with them. History may or may not contribute to the positive outcome that hopefully will occur. He believes that this contributes to the ` -slowness and the overall process taking more time. The Committee has been meeting for over a , , - - - ~ NTTTFTMT I ~T E?CISTING ~ 1iH ~ !I~~~ ~ (I~ III,IIill~lll' I; LpYJ PA2cE~- S~LV GGf Ta . NCC~ofWTC1~ wITH n~~:E . YbR1TG~`✓ . I~.IL. LpN h('KffANL?._P.~'ERGiRECN _ arcwavEOyr_~S_~ h-~ n. urwarm ~6~ - ht4TaJb . . ' % \ aruv~ ~€s ~ ~ ~ rIF~-+a2w- w,u.L • o,T~ F.+VSfINU cHJl~~i Y+YIUTNe~ __.~.....1,_..._ 11 1 1 l_ F~-P/.2R5 ~ST. CvaU.'n-_n) =~LCweKF_TE tiCEw~~K T PROf~ED r.'~J'TCLZiZ wz71Z511lP GENTErl Gq SE No. Gur- tit-'r APPc_[c<+.fT `5 s17-6 . O I ~ I, I ' . . 1 / sr~\. . . . . . - I--• l ~ I . I~ ~c O ~ ~ o c.. _ I Arr,o. e ~ t \ / / I I . \ . , w.TM~ ~wu~ ,v~~ - _ _ I ; Tp~ ~ ~ - ; \ - pU~1NG ~hWN uNK ~ SITG f'LAN . FENlP..'f+> Rq~I~N i I PKD~G~ED GUTfzbP~ wa~IP GENT~P~ ~ ~.ma,: ~ i 1' I i . . . . . . . . _ . . . . . . . . . . . . . , . . . . . . I DEPAk,?7'MENT OF PLANNING AND DEVELOPMENT BUiLDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-2046 Date :10/12/95 Property Owner : Property Address : 9180 38TH AV Contractor License No. : 18579 Company : United Security Systems Phone : 422-2354 Phone : 778 7000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for wolk under this permit. (OWNER)(CONTRACTOR) Description : ADDITION TO FIRE PROTECTION SYSTEM Construction Value : $5,363.00 Permit Fee : $81.00 Plan Review Fee : $0.00 Use Tax : $80.45 Total: $161.44 Electricai License No : Plumbing License No : Mechanicai License No : Company : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval : Approval : Approvai : (i) This permit was issued in accordance with the provisions set forth in yopur applica[ion and is suh'ect to the laws oF ihe State of Coloratlo antl to the Zoning Regulatlons and Building Cotle of Wheat Ridge, Coloredo or any other applicable ordinances of t~e City. (2) This pertnit shall expire if (A) ihe work authonzed is not commenced within sixry (60) tlays from issue tlate or (B) the building authorized is suspended or abandoned for a period of 120 tlays. (3) If ihis permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or abandonmen[ exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a dreina9e problem. (5) Conhactor shall notify ihe Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before proceediing successive phases of the ~ob. (6) The issuan F a pertry't or fhe approval drewings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofthebuildj cotles~Xanyotherordinancg,law,ruleorregulaiion. . Chief THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~`IJ~ ~ ~s DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner: Property Address : Contractor License No. : Company le;¢.rs6~' CIluAc~- c~1 Po ej. -a8~ aJy~~r.za~a Phone: yd..~-.s 3ssm uv.~.ro s-s~vwry sY-r%~^S Twc. Phone: 5~y- ao-a.Y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certiy that the setback distances proposed by this permit application are aceurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriIXions of rewrd; that all measurements shown, and allegations made are accure[e; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance withfhe Wheat Ridge Building Code (U.B.C.) and all other applicable Whe~jidge ordinan~, for y~orJc under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : BUILDING DEPARTMENT USE ONLY Approval : Zoning : ls~ Approval : 1U _ Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: j P~~ns Requlrsd . PKhs,Re:quired A F(ft-00-mg (1) This permrt was i55ueE in accortlance wi[h the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Rhgulations and Building Code ot VMeat Ridge, Coloratlo or any other applirable ortlinances of the City. (2) permit shall expire if (A) the work authonzed is not commencea within sixry (6a) tlays tmm issue tlate or (B) the 6uilding authonied is suspendetl or - abantlone0 for a penoa of 720 Cays. (3) I( Ihis pertnit expires, a new permit may be acquired for a tee ot one-haif ihe amount nortnally required, providetl no changes have been or will 6e matle in ihe onginal plans and specificalions and any suspenson or abandonment has not exceedetl one (i) yeac If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall 6e paid for a new permit. (4) Nb work of any manner shall be done ihat will change Me naNral Flow of water causing a drainage problem. (5) Contractor shall notify Ue Buiitling Inspector Cxenry-four (24) hours in atlvance for all inspecuons and shall receive written approval on inspec6on cartl before . proceetliing with successive phases of the job. (fi) The issuance of a permit or Ihe approval of tlrawings and specifcations shall not be construea to 6e a permit for, nor an approval of, any vioiation of Ihe provisions of Ne builtling co0e5 or any other ortlinance, law. rule or regulalion. Chief Buiiding Inspector For Mayor Construction Value : ss?e,7, w Permit Fee : Fi &-0 Use Tax : pa • yo TOtal: /6/ yU THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION s~ ~~----t n S --I---~ H s; ' 'H Fellowship Hall C~ S Kitchen LEGEND --Eeftg-Bearns - Indicator Light i ~ Pull Station O Smoke r~i S Detector L I Current Annunciator ~~J\ ~ O Heat Detector Hall ~ ~ Stor ~ 3/ Horn/Strobe Wheatridge Presbyterian Church 9180 West 38th Ave. SEP 2 5 1995 rb~~~ Wheatridge, CO 80033 ~ `W,RF.D. L~~ ~ 8 1Nheat Ridoe Fire Frotection District Plans Review Da;e: p ~ - Z5'- Li S- Reviewe'ri by Qavid M. 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O " n " ~ v n v [n i -h rt s o ❑ ' > o j ~ H. tr V ~ m n m s s m d ~ ~ r ~ r m v o ` Z v Z n ( il p R 1 p y ~ . ❑ I I I m o H a z Z m ~ 0 ~ m clI OJ 0 o N o a N N m ❑I co ❑ ❑ m < ❑I e ❑I o 0 ° m f f q , + ✓ s r (Nr ❑ a ' ❑I a ~ m o 0 H ' s ! a b $ N ~ s ~ 0 °n O o m o ° e v s ~ 3 ° • s' 0 2 ~1 a o ~ n 0 ~ O s o ~ i 17 Z = a * -I 0 0 Z , z D m D m y D n y ~ D N ~ ~ N OJ S m I o r N Y ~ Iw IS IF N V O C) ra) O W 10 N V m ~ o ~ ~ o< ; A < ~ a m r X ~ p N ~ z o, y £ 9m Z m 0 C z ~ m O Z x m j g m° D n C ~ <vz Z I ~ Gf O =zo m(n ~m~ a7-0IZ vozi mz< - vv 0;~~ m 0 55O Z ~ ~ m Z ~ -u m ~ ~ ~ Z 0 ~ ~ w J ~ N V ~ Aov _s= ~ d ~ O~ O- O o o > > n - ° o m._~ e o 0 0 0 0 31 _.o ` an° zo i='o o m~ a n e o ~ ~ u o f O p N 0 0 ~ o m w 0 r~ ' n + - ? o m = o > > o E o m`o 3~n~+ ~ -'a _.no 0 3 6~ w So D~~ E O O U T° -a o 0 0 -4 c m v m m D D D 3 o m - < x -i r 0 o m m m Z G) -D n O ~ 1 ~ m m G~ p ~ 'z A D 0 ~ o 0 r 3 1 C W v 1 W G D ~ N af ql ~.3 2 m Z ~ ~ ~ m a V ~ ~ N D \ ~ yZ. ~ a~m 0 N m ~ N AI C L ~ ; n ° Ln ~ T C ~ = r 0 z -i C ~ o O D Z ~ N 31 = X ~ ~ m L ~ ~ , D £ i i m * ]I N 4) ~1 Z ~ ~ r ~ l r ~ 0 ~ ~ 'n Z " Z c' m m n m n i m 0 , 0 ~ ~ m ~ m < { Z c i m m A O m ~ o N z m m 5 m 3 rQi A Z S p N ~ ~ m I ~ ~ C] O D ~ ~ ~ O c y m r °v m o Z n v a v ~ m x 0 - i N m m O m m N N ~ ~J ~ N m N o r ~ O N C ~ O D f G1 N y m £ N f 1 T s O ~ $ r A ~ D f ~ m m D m S 2 ~ D 1 N p N p m m ~ C Q n 1 X D = y m I s m c Z m m 0 r f/~ m A ~ (l N = C N N ; m oZ ) G -0 m N ~ z v W O A y S A m n 8 a m o n m ~ o m ~ ~ ~ m^ ' s A m -i ~ .r ~ < ~ p 3 g m n RI D m a v ~ C) a A v ~ Z ~ Z g 2 , E C1 ~ m ~ w I m m m m ~ L, C m N ; C C { N ~ 3 i R Cy I O S D D O ~ ~ m Z O y O m r °vo ~ F 'D m ; ti -iw r ~x ~m n m r ~ D r Z D T fn - N Z i D 0 Z C ~ 9 m Z ~ r m ~ T ~o m iz 1 o -I 0 n Gf Z o 70 i' n ao < y 9 ; o m H T r T 9 C ~ O 9 ~ A Z 3~ oo <z 0 m x Z M x o ~ m m ~ r o m ~ m m y ~ y o -4 z m a o ~ m 9 z A A ~n ~ O Z r m 9 ~ ~ p z o m 'o vi z 0 m o D = < ~~A r D>? m ~on N owr i smm m z m ~ tic~ r x np Do ~j r ~ Z v 3 Z N T y y V = m ^ c> ~ y o ~ Z ~ z SIDE PROPERTY LINE E n < O ~ x ~ ~ ~f mx ~m xn b ~ V N 02 mf m ~ m N f 2 ~ cm rJ T mm vZ m m ~ Z A 0 x ~ ~ p ~ 1 c ~ m Z i U N D 2 m N $g rK -pi < r z y x q o Z °m Z j m ~ o m o N n m y o ij A tn OD p = Dv O -A z o p z m Z 71 D m umi ~ c m N ~ O O m IQ ~ ~ O m ~ > M m X ~ N ~ ~ D G V M O Z C C3 m O X m m D .b ~ n C ~ M <p-4 Z 0~O ~ Z n = O Dm~ ~-~Z c°) z 00 o;~! m o-< ~ ~ r . OQ Z ~ ~ m Z -4 -0 m ~ 3 ~ z 0 ~ ~ r 1--~ W ~ The Residence Ofi B. L. Kelchner 5357 South Cody Street Littletan, CO 80123 (303) 972-8267 April 17, 1991 City ofi Wneat Ridge Department of Planning and Development Attention: Jahn Eckert, Building Inspector Subject: Dear Mr. Eckert, Several months ago I talked to you about a small remodeling job at the Wheatridge Presbyterian Church. Enclosed are our Building Permit applications and two sketches showing what we wish to accomplish. I am the church's representative fior this job; please contact me at the above phone number ifi you have any questions. Yaurs truly, /&~k4L-L~ B. L. Kelchner 36" STE~L DooR k!-rcNZI'4 ~ L1 PF'~Y' 28 F~1=LOWSH1P HALL ' --_PLAN - ; LAwN pKOPaSED CLOSET'' I L✓.4LL - SEE T'ROPOSE'D ELEVAT;Ot1 I ~ CLf~SET I( , Qj ~)(ISTlN6 LIGFIT ~t,Jt iChES ~1~ I LX)STING I 1' 1q I ~"°~s PRoPoscA N~W kNTRANCE7 pOOR " --42" SCSLtD_.CORC WGOD~ . i ~ 3= i I 8 zX ( 8" I ~ ~FOY~R , i i I i ~ 1FI' `h A J . J.fIMP R~wti , ~ 70_ stn~ wF,f , . ~ Lbe>RS U p~wN n - ~ SCa.LZ; ~:~"4-4-Or ' TRue-rIJg.AL Gc~ CEi~-Int~ A~'A!`tl CS - ~ PROPOSED NCW WALI= ! / p - - 12 6" g'-o EXisTtNG w~~--~ ' ~ to=R~ : I 9r-7~~ ' ( PROPogCU rNTh~Af`1^E D FOLIJ DOOR6 ' OOR til - ~ " I SOLtD CD?'c WO~.~~ F~Rc ~ (ZE'TAr2~JC~lT DoO~t ~n/s-s'4~ CaAN1C SAR „ ~ 3e ~ , 2~~ - - - . _ _ ~ : NC3Tr5 ' SCALE: 4s 142'~ D(zoR WILt HRVE Cl-OSER 2 TS[C(---M0-_-H AiJ Er_: S KC6KE E S EAZS- ' Q-W[LL_i\tOY HAVE TI-19,ES14OLQ 38851/2Wadsworth Bivd. ~PGPT-17 "VES proR Wheat Ridge, Colorado 80033 ~ McLLwoRK (303) 431-9137 _ ' ESTIMATEa'.~t.e.b' IS.IQA l Sold ` Phone Sales Tax I.D - F~~~~ 1te~ cln net A-tt. azb'7 ' Ship • u~1~~'S' 'VE.ACLt( L121• ym53 Oty. Size Description Unit Price Amount 6 8 OM1 . R-COK l41/ ~ . 1 ~ 16 LIC Q.1rrtlC O..C~IrI u!/.Frw.r ~ Lv:►~.lo Ll~lA <,nr0 ..-L 21n 60 < 3 INSPECTION tICKET j JOB ApDRESS I/~~ i 1yi 9/ DATE; 6-~~ BLDG. PERMIT#/672-- ' PERMIT# INSPECTION TICKET BLpG. CONTR. e-64AII,4C SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS_ yV ~ . W.F. FORM 6.19 ~ la-- J06 ►2 ~ ~ C~h ~nch ADDRESS cl l ~O LU 38~I-@~, DATE: ~/~1 BLDG. PERMIT# ( I(Q~ 3b PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSf TYPE OF I INSPECTIO REMARKS W.R. FOHM 6-19 . / INSPECTION TICKET Joe ADDRESS G YL! J ( DqTE: BLDG. PERMIT# L6731~ PERMIT# BLDG. CONTR->°'" U SUBCONTRACTOR DATE INSP. REQ. 6 ~d d TYPE OF INSP. ~k^^-~ INSPECTION REMARKS 00 ~ ~ ti ~ z O Z F ~ ~ w a F- z W 2 aZ O W y J >-O W > U 00 W Fr_-Oc Fz DU Fr ~aa ~ W O U) u ?3 ~ LL Z O ~ Q } W J tz MU ~ m a a ~ ~ X O w c0 o Z a w Q N L N ~ X ~ W w W < 0 T 1~ N 2 V ~ J t ~ C m F LL ~ W L x - U n LL J~ U N 3 u 8 Z c6 ~T o ~8 N ` a ~ 1LL e 2 ~ a Qe y a° w Q O f W N a N U W W W ~ ❑ 1 Z ~ F' W c° 0 a 0 Q u 3 O Q U 0 I a ~ 0 Z W W O y O W a U N ~ ~ ¢ I I W O O U y ~ ¢ W W Q ~ CC } 0 H O 0 ~ 0 Q CJ a ~ 0 n = ° c 0 0 m $ o b a n ~ n G ~ C L ~ 0 O 2 N ~ o I m ❑ c 0 c . ~ J I w W Y. U H 2 0` r U W a N Z I; I ❑ a I❑ 41 0 N ~ 0 m I❑ = 0 0 o z J p J p u O p o 0 N O e V J 1- 2 ? a ~ a m W W m Y a~ 1- ~ J N F2 N = ai ri a - of in - c.i ~ lr z W Z = U) w 8 L~ N W f Q i;• m on a ~ rc N ~ S O O z fN w z o. W 0 1=- 2 04 m ~ U O p y ~ d ~ O U N F x wa N F w ~ N 0 x • j' V~ V ~ Q ~ w a r m W ~ ui Q ~ 0 ~ i \ I \ W ~ o W O a K U ¢ a f Z ¢ h ? N O ~ U Z ? O U i ~ w a w J > ~ ~ Z m N N N LL J U ~ w° Wa~ ~ Q 2 Q O = w Z r i ?a 0 ~O 0 J w = Q LL 02 J w w } 6 z x cc w a~ a p ~ 0 r LL w ~ ~ Zw~ a r y ~ z O Z N 2 W W R Y oa n.3w 4 a i( O 2 ~ WO Q Z ~ U N d Z oF a 3m N x 2 ~ ~ N ~ O O W ~ H I N K , w Y 3 ° a u i `o u o ~ o a J ~ o : ~ ~ w rc' ~ a w ~ c ~ C O = u s 3 T F T Z O = ~ m w y m W g J m ~ a N w K a ~ m ~ ~ W ~ w s 3 = a ~ ° N LL N p O Y R ~ 3 ¢ Q W W J O W N F f S } { 3 Z F IJi 3 2 m V1 N U' 3 Q p ` 7 LL ~ N O 0 Q ^ F- W W N ~ ~ j Q O W LL w ao a a vwi r w a N a a ~ ' z 0 ~ ~ 3 J N w i ~ O m a U Z H ~ I U U W co N ~ O Z ~ p > c 9 Z ~ W K W U Z = Y V ~ ~ O ~ ~ ~ W O W w W ~ 0 Z JV ~ p S N = 2 ¢ F K 'V N 0 ~ R W J Z 2 ~ W J F ? ~ Z Z ~ Q ~ W Z U J S 2 ~ ILL 3 N F- Q ~ N ~ J a O z F ~ W N U a w W = y X `G j0 rc~ i"ar w 5- d' °a Z Ul Z ~ro (1"~ m y N Z ¢ ~ 'V Op >i J S LL ~ Z ~ U N C-1 S N ~ P ~ ~ ~ d 4 L ~ ~ - ° `r+ L [J ~ ~ ~ (If U !1J U s v w ~ ~ d Q ~ 7 L, W ~ J G 0 I (D OQ Z wW 0 » _J ~~m aa~ - aa W ~ oU 0 r N c o o °n u ~ a E 3 n « m a. o a o 0 u o _ E o m o 3 ° o~~ - V o m o Q « O ~ O L~ O Q O a m ~ N O h o 0 3 ° ~ 3 O a o N 7). u O r^ ~ V ~ ` ~ E ~ i ~ V ° V G .n q ~ O ~ O T O` C u u w e 3~ 0 0 ~ o 0 _ p C p N C C ~ a - O O p V 'o e o a o E o « u u «~U>._ 0 DATE:4-17-96 SUBJECT: FIRE ALARM SYSTEM ADDITIONAL DETECTION ADDED TEST OF SYSTEM LOCATION: WHEAT RIDGE PRESBYTERIAN CHURCH, 9180 W. 38 AVE ON THIS DATE, CHIEF BUILDING OFFICIAL JOHN ECKERT AND I TESTED THE NEW ADDITION OF THE DETECTION SYSTEM IN THE KITCHEN/ASSEMBLY ROOM OF THE CHURCH. ALL UNITS TESTED SUCCESSFULLY INCLUDING THE PULL STATIONS, 2 HEAT DETECTORS IN THE KITCHEN AND THE SMOKE DETECTORS IN THE ASSENIBLY ROOM. THE SYSTEM WA5 APPROVED AND PLACED IN SERVICE AS OF THIS DATE. DMR-FM-WRFPD. cc:W.R.Bldg. Dept. 7500 WEST 29TH AVENUE June 2, 1998 Mr. Anson Andrew, P.E. Futura Engineering, Inc. 12741 East Caley Avenue, Suite 126 Englewood, Colorado 80111 q r so (-o . 3 f 7-'' Au.c Re: Wheat Ridge Presbyterian Church Outdoor Worship Center, 9180 West 38"' Avenue- Approval of Final Drainage Report, and Gradina/Erosion Control Plan Dear Mr. Andrew, This letter is to inform you that the final drainage report, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Temporary Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3: All drainage improvements shall. be constructed in conformance with the approved drainage report and plan. 4. It w.ill be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 38`h Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 38t" Avenue on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Mr. Anson Andrew, P.E., Futura Engineering, Inc. shall provide to the City of Wheat Ridge a letter of certification stating The City of W HEqT Ro • WHEAT RIDGE, COLORADO 80215 GWheat U` m GR.idge COkORAID O (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Mr. Anson Andrew, P.E. Futura Eng., Inc. Page 2 that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. If yol~'~ve any questions, please contact me at 235-2868. Si ce ly, ~ Gr g KnQdson, M.P.A. Development Review Engineer GWK cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer Meredith Reckert, Senior Planner John McGuire, City Surveyor File DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 7264 Date : 6/11/98 Property Owner : Property Address : 9180 38TH AVE Phone : 832-4467 Contractor License No. : 19988 Company : M D Building Corp. Phone : 761-2422 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED DATE Construction Value : $104,000. 00 Permit Fee : $915. 00 Plan Review Fee : $550. 00 Use Tax : $1,560. 00 Total: $3,025. 00 Use: Description : OUTDOOR WORSHIP CENTER AND MEMORIAL WALL BUILDING DEPARTMENT USE ONLY - ~tq SIC : Sq. Ft. : Approval : SM PROPOSED AMPITHEATER APPROVED PER CASE NO. CUP 97-4. Zoning : R-2 LANDSCAPING MUST COMPLY WITH ATTACHED LANDSCAPE PLAN, Approval: BG SEE ATTACHED P.W. COMMENTS. 6111198 Approval : GK Occupancy : Walls : Roof : Stories : Residential Units Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanicai License No : Company : Expiration Date : Approval: (7) This permit was issued in accordance with [he provisions set forlh in yopur application and is subject to the laws of the State of Coloredo antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other appticable ordinances of the City. (2) This permit shall expire if (A) the work aulhorized is not commenced within sizty (60) tlays fmm issue date or (B) fhe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halfthe amount normally required, provided no changes have been or will be made in the original plans and specifirations and any suspension or abandonment has not exceeded one (1) year. If changes are made or iFSUSpension or abantlonmen[ (4) No work of any'manner shall be done tiiat will change the natural Flow of watercausing a drainage problem. (5) Contrector shall notiy the Building Inspecior hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcaiions shall not be consiruetl to be a permit for, nor an approval of, any violation of ihe provisions of the b~ ~ng cotles or an ordmance, law, ruleor regula[ion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE 5//0/(7'a3 WHEAT RIDGE, CO 80215 Property Owner : 60I4E44-'i-e-1 :PF!~60~~12,4 P`A-) (2/0 A-t20~4 1'CeL i Property Address : 0( ) ~'SZ? tO i 3$7_1~- 4V ~ V&rP-hone : g 7 2 ^ t{-(P 7 Contractor License No. : 1,96jee Company :~.`l~• k'~~1 c~i~~ Ja oSL4-Vf oAj Phone :'°J(PI -Z4-Z,-I_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT C t t~ V 1 -14 pCj 1 hereby ceAify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; asuremenls shown, and allegations made are accurate; that I have read and agtee abide b II condilions printed on this appiiwtion, and that I assume full respons' ' 4eina lia ce with the Wheat Ridge Building Code (U.B.C.) and all other applicable id ces, for work under this p rtni (OWNER)(CONTRACTOR) SIGNED DATE i ~ I--~f L,P" Description : ~`~2~ ii.e)bYLS~I~1 ons ruc ion a ue . Permit Fee : €.F. Use Tax : Totai : Use : ~ ie BUILDING DEPARTMENT USE ONLY • m~ r-a/~~ 1a~ : s+ pn,~Po~ri l~nnPirEt~,~[-~- MPPrzovml,' Approval: c&-'0 00. Gt,it"R`i 4 Zoning : I_w,,scw,N(. oqv~.L,puy w tnk Approval : 'r,~r.L~a.. ~4(W~tlFc.~ ~.~,J. Gcrvhtvtc~f5 Approval: ` (p bt /9$ Occupancy : Waiis : Roof : Stories : Electrical License No : 12LQ 1 _Q- CompanY : C_ Expiration Date Approval: ~ Plumbing License No : Company: Expiration Date : Approval: ~ iI98 Mechanical License No Company: Expiration Date : Approval: ` (7) This pertnit vras issued in accordance w%h the pmvisions sel forlh in yopur appliw6on an7 is subject to the laws of the State ol Cobado and to the Zoning Regula6ons antl Builtlirg Code of Wheat Ridye, Coloratlo or any oNer applipble artlinances o( the Cdy. (2) This pemut stull erzpire il (A) the work auNOnzetl is no( commenced wiNin sury (60) days from Issue Cate or (B) the Wiltlin0 authonzed is suspended a a0andaned lot a perioE of 120 days. (a) if Uis pertnil expires, anew pertnrt may be acquired for a fee of onehaN the amount normalty required,.proNded no changes have been w will be made in the original plans an0 speafiwtions and enysuspension or abandanment tws not exceeded one (1) year. II Uanges are maEe a if suspension a abantlonment ezceeds aie (1) year, tull fees shall be paid (or a new permit (4) No woAC ol any manner shall be Cone Ihat will Uiange the natural flav ot waler causing a dainage problem. (5) Conuactw shan noUry the BuilEing InspeUOr hventy-four (24) hours in aEVance Iw all inspections arW shail receive written approval on Inspection prE bebre proceediing with successive phaxs of Ne lob. (6) The issuance of a pertnit ar We approval o( tl2wings and spetlfcaGOns shall rwt be wnsW lo be a pertni fw, rar an approval ol, any NolaUon of the pmNslons o/ the buis a any oNef ordinance, law, Nle or fegulaLOn. Chief Building Inspe r For Mayor ,O q/S, Oa J50.00 r st~o.oa ~T $0.00 . THIS PERMIT VAIiD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION oF ~T DEPARTMENT OF PUBUC WORKS BUILDING PERMIT APPLICATION REVIEW cOL oR P Date: 4 l 1- ~ `l$ Case/BuIlding Pernvt No.: Location: 9 1 q70 t,J 0:5 51:'h k-C Attention: Building Department I have reviewed the attached materials submitted in application for approval of a" e~. .,,+o+sh~ n at the above referenced address. Please note the summary comments below. 1. ✓ 2. 3. ~ 4. 5. 6. ~ 7. 8. / 9. 10. 11. ~ 12. _ Boundary Closure: ?X OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Drainage provisions have been reviewed and are found to be: OK Not OK; refer to stipulations. NPDES Pernut Required: Yes ~ No Lega] Description: OK _ Not OK; refer to stipulations. If not OK, please explain: Public Improvements: a. street paving needed: _ Yes A No b. curb and gutter needed: _ Yes X, No c. sidewalk needed: Yes C' No d. street lights needed: _ Yes ~ No e. - storm sewer needed: Yes ~ No f. escrow required: _ Yes l No for what improvements? uired If an escrow is re q , Amount of escrow: Development Agreement required: yeS X No - - If Yes, for Traffic impact analysis and report required: State Oghway Access Pernvt needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All e dedicated roadwaYs/alleys meet the standard; If , whi do not and what is requested: Yes ~ No Yes ~ No _ Yes ~ No NO yral,.subj AL: T Public W rks Department has reviewed this request and hereby gives its to the abve and/or attached stipulations. Ieg Knudson Date NO AP OVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Grreg Knudson Date 13. ~ Stipulations attached: _ Yes JCj.Io ~ maSy Comments: 17ram Ce0a:- lt11r_a cco- 14. Sim cA ..ro~wiaprma.sn, PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date / f 1 / I Applicant ~ ~~~mb (~29 • Phone # -2' 6 1 + 74 ZZ IoC2 i~. 3% T~ ,Ac%g' Location of Construction (address) ~ ~ Purpose of Construction O.rTS>eeta .aersS-etm 40;;~2 Building Permit Value $ 104 . 60o Commercial X Residential _ DEVELOPMENT REVIEW FEES (this section to be completed by City) Deveiopment Review Processing Fee: $50.04 $ 50, C^ Single Family Residential Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 mauimum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study and erosion control plan(s) if required] $ Site Plan: $50.00 (Not applicable for single family residential) Right-0f Way/Easement $40.00 + $5.00/page recording fee Development Agreement Residential = $50.00 Commercial = $100.00 State Highway Access Permit: $75.00 appiication fee Traffic Impact Review & Report $100.00 processing fee Flood Plain Variance: Class I=$75.00 Class ii =$150.00 TOTAL REVIEW FEES: (due at time of building permit issuance) -r'j00 , p° $ O- g _ o• $ o - $ _ o - $ ~o ~ $ _O ' $ 5 50. Please note that additional fees will be assessed for those pertnits related to construction of pubiic improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applipnt Date 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The City of WHEAT~ ~O GWheat ~ m GR.idge c°to R aoo LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE ~61% ADDRESS I kgQ'j W. 3g~~ A,;S Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. If y6u 4ave any questions, please contact me at 235-2868. 5 /nrely, Greg Kr~ P77~ dso MDevelopment Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 POLICE DEPARTMENT FAX: 235-2949 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 June 2, 1998 Mr. Anson Andrew, P.E. Futura Engineering, Inc. 12741 EaSt Caley Avenue, Suite 126 Englewood, Colorado 80111 The City of -~pF WHEqT PO GWheat z~ ~m GRidge 0 °toRaoo Re: Wheat Ridge Presbyterian Church Outdoor Worship Center, 9180 West 38`h Avenue- Approval of Final Drainage Report, and Grading/Erosion Control Plan Dear Mr. Andrew, This letter is to inform you that the final drainage report, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Temporary Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall, be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 38th Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 38t" Avenue on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Mr. Anson Andrew, P.E., Futura Engineering, Inc. shall provide to the City of Wheat Ridge a letter of certification stating (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Mr. Anson Andrew, P.E. Futura Eng., Inc. Page 2 that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. If yo}~ve any questions, please contact me at 235-2868 Si G dson, M.P.A. Development Review Engineer GWK cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer Meredith Reckert, Senior Planner John McGuire, City Surveyor File PROJECT MA,NUAL for VJHEAT'RIDCJE PRESBY'TERIAN CHURCH OUTDOOR ti'VOR.SHIP CENTirR MARCH 20, 19°8 9180 \VF..S i 38TH A VE7dUE • ti'iIEAT RIDGE, COLOP.ADO KA1HKA • LCrPTIrN. P.C. ARCHi'TECTURE - PLAM.iNG IiVTP:RIQR DI:SIGN I PROJECT MANi7AL PROJECT WHEATRIDGE PRESBYTERIAN CHURCH Outdoor Worship Center 9180 West 38th Avenue Wheat Ridge, Colorado OWNER WHEATRIDGE PRESBYTERIAN CHURCH 9180 West 38th Avenue Wheat Ridge, Colorado ARCHITECT KATHKA • LOPTIEN, P.C. 1580 Lincoln Street, Suite 1130 Denver, Colorado 80203 (303)832-4467 Fax (303)832-6079 CIVIL ENGINEER FUTURA ENGINEERING, INC. 12741 East Caley, Suite 126 Englewood, Colorado 80111 (303)649-9292 Fax (303)649-9499 STRUCTURAL ENGINEER RNF CONSULTANTS 11290 West Alameda Avenue Suite 202B Lakewood, Colorado 80226 (303) 986-1546 Fax (303)986-1548 I i 20 MARCH 1998 ~ KL 96-3148/WPC TABLE OF CONTENTS CONDITION OF_THE CONTRACT Instructions to Bidders 00100-1 to 2 Bid Form 00300-1 to 2 General Conditions AIA Document A201 (1987) 00700-1 Supplementary Conditions 00800-1 to 7 SPECIFICATIONS DIVISION 1 - GENERAI, REOUIREMENTS Section 01001 - Basic Requirements 01001-1 to 12 DIVISION 2 - SITEWORK Section 02110 - Site Clearing 02110-1 to 2 02210 - Earthwork 02210-1 to 5 02371 - Drilled Concrete Piers 02371-1 to 2 02500 - Portland Cement Concrete 02500-1 to 4 Paving and Unit Pavers DIVISION 3 - CONCRETE Section 03001 - Concrete 03001-1 to 6 DIVISION 4 - MASONRY Section 04100 - Mortar and Masonry Grout 04100-1 to 2 04300 - Unit Masonry 04300-1 to 5 KL 96-3148/WPC SECTION 00100 INSTRUCTIONS TO BIDDERS PART 1 GENERAL 1.01 PROPOSAL AND CONTRACT ADMINISTRATION A. All work will be executed under one prime construction contract between the Owner and the General Contractor, complying with all local and state laws and codes. B. Whenever the word "Owner" appears in the Construction Documents, it should be deemed to read, "Wheatridge Presbyterian Church". C. Inquiries: Al1 questions about the drawings and specifications shall be addressed to: Kathka • Loptien, P.C. ATTN: Mr. Gary Loptien Telephone: (303) 832-4467 D. Proposal Submittal: Proposals must be delivered to the church office, Wheatridge Presbyterian Church no later than 12:00 Noon, May 1, 1998. Address to: Wheatridge Presbyterian Church 9180 W. 38th Avenue , Wheat Ridge, Colorado 80033 ATTN: Mr. Galen Meyer Proposals will be opened in private. 1.02 METHOD OF BIDDING A. Bids shall be submitted on the "BID FORM" provided under separate cover. B. Bids will be evaluated based on Bid Form information and Contractor qualification as interpreted by Wheatridge Presbyterian Church. C. Wheatridge Presbyterain Church reserves the right to accept any or to reject any or all bids as it may be deemed to be in its best interest. Wheatridge Presbyterain Church also reserves the right to waive any informalities or irregularities in the bidding. 00100-1 KL 96-3148/WPC 1.03 PROJECT CONSTRUCTION A. The intent of the project is to build an approximate 2,600 S.F. Outdoor Worship Area (amphitheatre), memorial wall and plaza, and associated support areas on the church's 3 acre site at 9180 W. 38th Avenue in Wheat Ridge. B. The project consists of a tiered seating area and concrete platform in the amphitheatre area and a stone veneer and concrete masonry memorial wall area. C. Associated site work will include access walkways, storm drainage detention, erosion control measures and extension of electrical power to the amphitheatre. Landscape work will be by Owner. PART 2 PRODUCTS 2.01 MATERIALS A. Addenda; If an addendum is issued, the bidders will address the addendum regarding the bid and acknowledge the addendum on the Bid Form. B. Substitutions: Bidders should bid the project as described on the drawings and specifications. However, alternative prices for systems and products other than those specified may be considered by the Owner. The Contractor is encouraged to offer price savings through substitution of products or systems. These alternates should be listed separately from the Base Bid. Alternates may be used as a basis for Bidder selection. PART 3 EXECUTION 3.01 REQUIREMENTS A. The drawings and specifications are identify bid packages. The General responsible for all of the work recl documents and for identification of of all materials and labor required subcontractors. END OF SECTION not intended to Contractor is iired by the and coordination by 00100-2 KL 96-3148/WPC BID FORM BIDS ARE DUE MAY 1, 1998, 12:00 NOON AT THE CHURCH OFFICE, WFiEATR2DGE PRESBYTERIAN CHURCH, 9180 WEST 38TH AVENUE, WHEAT RIDGE, COLORADO. The undersigned, having received the Project Manual titled: WHEATRIDGE PRESBYTERAIN CFiURCH, OUTDOOR WORSHIP CENTER; The following drawings: Architectural, A1.0-A2.0, Civil Engineering, 1 of 1; The CTL Thompson Soils and Foundation Investigation titled: Amphitheater and Memorial Wall, Wheatridge Presbyterian Church, October 29. 1997; and the following numbered Addenda: , and having carefully read and examined the bidding documents S and examined the site and conditions under which the work will ' be performed, hereby agrees to furnish all labor, materials, equipment, services and supervision necessary for the ~ construction of the Outdoor Worship Center Project in strict accordance with the Contract Documents prepared by Kathka • Loptien, P.C., dated March 20, 1998. In submitting this Bid the undersigned further agrees: To hold his bid open for 30 days from the date of bid opening, To enter into and execute a Contract Agreement, if awarded on ; the basis of this Bid, and/or any mutually acceptable modifications thereto. Base Bid: Dollars ) ALTERNATE BID #1: Provide and install 4" concrete stepped walkway...•. llars ) ALTERNATE BID #2: Provide and install 4" concrete walkway.... llars ( ALTERNATE BID #3: In lieu of welded wire fabric reinforcement in concrete flatwork, add fibrous reinforcement to concrete materials.... Add or Deduct Dollars ( ) ALTERNATE BID #4: Provide integrally colored concrete for all exposed concrete.... lars ( ) 00300-1 KL 96-3148/WPC ALTERNATE BID #5: Provide and install electrical service and systems as described on sheet A1.0. lars ( ) UNIT PRICES: Should it become necessary to increase or of work required by the Contract Document amounts per unit may be added or deducted sum, as applicable. Prices shall include equipment, insurance, taxes, overhead and decrease the amount a, the following from the contract labor, materials, profit. ADD DEDUCT Drilled Pier Excavation, per lineal ft: /LF /LF Concrete Fill, per lineal ft: /LF /LF Rock Excavation, per lineal ft: /LF /LF CONTRACTOR PROPOSED SUBSTITUTIONS/ALTERNATE(S): Provide attachment clearly describing proposed substitution(s) or alternate(s). Bids will be opened in private. Wheatridge Presbyterain Church reserves the right to accept any or to reject any or all bids as it may be deemed to be in its best interest. Wheatridge Presbyterain Church also reserves the right to waive any informalities or irregularities in the bidding. Contractor Address City/Zip Phone/Fax Contact Submitted by Authorized Agent of (Signature) (Title) (Printed name) Bid Bond Attached 00300-2 ; ~ KL 96-3148/WPC SECTION 00700 GENERAL CONDITIONS , The "General Conditions of the Contract for Construction", AIA Document A201, Fourteenth Edition, 1987, Articles 1 through 14 inclusive, is a part of this Contract, and is incorporated as fully as if here set forth. END OF SECTION 00700-1 KL 96-3148/WPC SECTION 00800 SUPPLEMENTARY CONDITIONS The following Supplements modify the "General Conditions of the Contract for Construction" AIA Document 201, Fourteenth Edition, 1987. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. Article 3: CONTRACTOR 3.4 Labor and Materials Add the following Subparagraph 3.4.3 to 3.4: 3.4.3 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements (Division 1 of the Specifications). 3.6.2 Sales and Use Taxes: (Added) The Contractor and all of his Subcontractors must make application to the Colorado State Department of Revenue for a Certificate of Exemption to permit the purchase of building materials for the construction of the Project without payment of the Sales Tax. Prior to start of construction, furnish copies of such certificates to the Owner. Applications and certificates must be on forms provided by the Department of Revenue. 3.8.2.3 Add the following to the end of Clause 3.8.2_3: except when installation is specified as part of the allowance in the General Requirements (Division 1 of the Specification). 3.12.11 In fourth line delete words "calculations and" 3.13.1 Add: Contractor acknowledges that the Church and its Early Learning Center will be in operation during construction. Area west of the church's east driveway (vacated Flower Street) shall be free from construction activity unless prior arrangements have been made with Church Trustees. Contractor shall further coordinate with the Early Learning Center Director to ensure that construction does not interfere with nor endanger Learning Center operations. 00800-1 KL 96-3148/WPC Article 4: ADMINISTRATION OF THE CONTRACT 4.3.7 Add: Delete 11(5) termination of the Contract by the Owner" 4.4.4 1st sentence and add... "if both dispute". 4.5.1 3rd line del, if agreeable to the paragraph. 4.5.2 Delete delete "but subject to arbitration" parties are willing to arbitrate the Dte "shall be" and substitute "may, parties be". Delete rest of Article 7: CHANGES IN THE WORK 7.3.3.1 Change to read: "mutual acceptance of a lump substantiating data to permit accordance with 7.3.6 and its sum supported by sufficient evaluation and itemized in supplements." 7.3.6.6 Add: "Among items to be considered as overhead and not as cost are insurance premiums not listed above, supervision, small or hand tools, time keepers, clerks, incidental job expenses and general office expenses. 7.3.6.7 Add: In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Labor and material shall be itemized in the manner prescribed above. Where major cost items are Subcontracts, they shall be itemized also. In no case will a change involving over $1,000 be approved without such itemization. Article 9: PAYMENTS AND COMPLETION 9.2.1 Add the following sentence: The schedule of values shall be prepared in such a manner that each major item of Work and each subcontracted item of Work is shown as a single item on AIA Document G703, Certificate of Payment, Continuation Sheet. 9.3.1 Add the following sentence: The form of Application for Payment shall be AIA Document G702, Application and Certification for Payment, supported by AIA Document G703, Continuation 00800-2 - KL 96-3148/WPC sheet. ~ 9.10 Final Completion and Final Pavment. 9.10.2 Add the following: If the work is completed, except for delay or correction of minor defects or unavailability of materials, or other causes beyond the control of the Contractor, the Owner at his discretion may release to the Contractor the remainder of the Contract Sum except for an amount equal to three times the cost of completing the unfinished work or the cost of correcting the defective work. Article 10: PROTECTION OF PERSONS AND PROPERTY 10.2 Safetv of Persons and Prooertv 10.2.4.1 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary, the Contractor shall give the Owner reasonable advance notice. Article 11: INSURANCE AND BONDS 11.1.1.1: Delete the semicolon at the end of 11.1.1.1 and add: , including private entities performing Work at the site and exempt from the coverage on account of number of employees or occupation, which entities shall maintain voluntary compensation coverage at the same limits specified for mandatory coverage for the duration of the Project. 11.1.1.2 Delete the semicolon at the end of Clause r 11.1.1.2 and add: i or persons or entities excluded by statute from the requirements of Clause 11.1.1.1 but required by the Contract Documents to provide the insurance required by ' that Clause. { 11.1.1.8 Added: The Owner, the Architect and his consultants shall be ~ additional insureds on above coverages except worker's compensation. 11.1.1.9 Added: Liability insurance shall include all major divisions of coverage and be on a comprehensive basis including: 1. Premises Operations (Including X-C-U coverages 00800-3 KL 96-3148/WPC as applicable) 2. Independent Contractor's Protective 3. Products and Completed Operations 4. Personal Injury Liability with Employment Exclusion deleted. 5. Contractual, including specified provision for the Contractor's obligations under Paragraph 3.18. 6. Owned, non-owned and hired vehicles. 7. Broad Form Property Damage including Completed Operations. 8. Umbrella Excess Liability. 11.1.1.10 Added: If the General Liability coverages are provided by a Commercial General Liability Policy on a occurrence basis, the policy date or Retroactive Date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with Subparagraph 9.10.2. 11.1.2 Add the following to the end of this Subparagraph: Notwithstanding the foregoing, in no event shall the insurance required by this Subparagraph be written for less than the following limits: 1 Workers' Compensation: a. State: Colorado Statutorv coveraae and employer's liability of at least $ 100.000 b. Apblicable Federal (e.g., Longshoremen's): Statutorv 00800-4 xL 96-3148/wPc c. Employer's Liability: $ 100,000 per accident $ 100,000 Disease, Policy Limit $ 500,000 Disease, Each Employee 2 Comprehensive or Commercial General Liability (including Premises-Operations; Independent Contractor's Protective; Products and Completed Operations; Broad Form Property Damage): COMBINED SINGLE LIMITS: a. Bodily injury: $ 1,000.000 Each Occurrence $ 2,000.000 Aggregate b. Property Damage: $ 1.000.000 Each Occurrence $ 2,000,000 Aggregate c. Products and Completed Operations to be maintained for 3 years after final payment: $ 2.000,000 Aggregate 3 Contractual Liability: COMBINED SINGLE LIMITS: a. Bodily injury: $ 1,000.000 Each Occurrence $ 2,000.000 Aggregate b. Property Damage: $ 1,000.000 Each Occurrence $ 2,000,000 Aggregate 4 Personal Injury, with Employment Exclusion deleted: $ 2,000.000 Aggregate 5 Business Auto Liability (including owned, non-owned and hired vehicles): a. Bodily injury: $ 100.000 $ 300,000 Each Person Each Occurrence 00800-5 KL 96-3148/WPC b. Property Damage: $ 50.000 Each Occurrence 6 If the General Liability coverages are provided by a Commercial Liability policy, the: a. General Aggregate sha11 not be less than $2,000,000 and it shall apply, in total, to this Project only. b. Products completed operations aggregate shall not be less than $ 2.000,000 and shall apply in total to this project only. c. Fire Damage Limit hall be not less than $ 100.000 on any one Fire. d. Medical Expense Limit shall be not less than $5.000 on any one person. e. $ 2.000.000 Each Occurrence 7 Umbrella Excess Liability: $ 1,000.000 over primary insurance $ 10.000 retention for self-insured hazards, each occurrence 11.1.3 Add the following sentence to Subparagraph 11.1.3: If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be AIA Document G705, Certificate of Insurance. If this insurance is written on a Commercial General Liability policy form, ACORD for 25S will be acceptable. 11.2 Owner's Liabilitv Insurance: 11.2.1 Delete the last two sentences of Subparagraph 11.2.1 and substitute the following: The Contractor shall purchase and maintain insurance covering the Owner's contingent liability for claims which may arise from operations under the Contract. 11.4 Performance Bond and Payment Bond: Delete Subparagraph 11.4.1 and substitute the following: 11.4.1 The Contractor shall furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and the cost thereof shall be included in the Contract Sum. The 00800-6 KL 96-3148/WPC amount of each bond shall be equal to 100% of the Contract Sum. 11.4.1.1 The Contractor shall deliver the required bonds to the Owner not later than three days following the date the Agreement is entered into, or if the Work is to be commenced prior thereto in response to a letter of intent, the Contractor shall, prior to the commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished. 11.4.1.2 The Contractor shall require the attorney-in- fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. 11.4.1.3 Bonds hereunder must be for both of the following: 11.4.1.3.1 Performance Bond guaranteeing completion of the project in the event Contractor fails to "perform" its duties. 11.4.1.3.2 Material Payment Bond guaranteeing that payment has been made or will be made for all materials purchased for the project. Article 13: MISCELLANEOUS PROVISIONS 13.5.3 Add: Should such special testing, inspection, or approval be - caused by the Contractor's failure to follow requirements of the Contract Documents or by required , tests per 13.5.1 indicating conditions not in conformance with Contract Documents, the costs of such additional testing, inspection, or approval shall be f borne by the Contractor regardless of the results. END OF SECTION 00800-7 ' I I KL 96-3148/WPC SECTION 01001 BASIC REQUIREMENTS 1. PART 1 GENERAL 1..1 SECTION INCLUDES A. Summary of Work: 1. General Requirements 2. Project Description 3. Contractor Use of Premises B. Cc 1. i 2 3. 4. 5. ntract Considerations: Schedule of Values. Applications for Payment. Change Procedures. Allowances Alternate Bid Items C. Coordination and Meetings: l. Coordination. 2. Field Engineering. 3. Cutting and Patching. 4. Conferences. D. Submittals: 1. Submittal Procedures. 2. Construction Progress Schedules. 3. Proposed Products List. 4. Shop Drawings. 5. Product Data. 6. Samples. 7. Manufacturers' Instructions. 8. Manufacturers' Certificates. E. Quality Control: 1. Quality Assurance/Control of Installation. 2. References. 3. Field Samples. 4. Inspection and Testing Laboratory Services. 5. Manufacturers' Field Services and Reports. F. Construction Facilities and Temporary Controls: 1. Temporary Electricity. 2. Telephone Service. 3. Temporary Water Service. 4. Temporary Sanitary Facilities. 01001-1 KL 96-3148/WPC 5. Barriers and Fencing. 6. Water Control. 7. Coordinating Use of Existing Facilities 8. Protection of Installed Work. 9. Security. 10. Access Roads and Parking. 11. Progress Cleaning. 12. Field Offices and Sheds. 13. Removal of Utilities, Facilities and Controls. G. Material and Equipment: 1. Products. 2. Transportation, Handling, Storage and Protection. 3. Products Options. 4. Substitutions. H. Contract Closeout: 1. Contract Closeout Procedures. 2. Final Cleaning. 3. Adjusting. 4. Project Record Documents. 5. Warranties. 6. Spare Parts and Maintenance Materials. 1..2 GENERAL A. The work to be done under this Contract is the construction in a workmanlike manner, to the satisfaction of the Owner and Architect, of the Work as shown, documented, and set forth in the Contract Documents. B. If these documents or job conditions make it impossible to produce first class work or to warranty the work or its performance, or should discrepancies appear among the Contract Documents, request interpretation, correction or clarification prior to bidding. If.the Contractor fails to make such request, work must be performed in a satisfactory manner and no request for added cost or extension of time will be considered. C. Should conflict occur in or between Drawings and Specifications, Contractor (or Installer) is deemed to have estimated on the more expensive way of doing work unless he shall have asked for an obtained written decision before submission of Bid as to which method or materials will be required. D. The Contractor represents that he fully understands the nature and extent of the work, all factors and 01001-2 I KL 96-3148/WPC i , conditions affecting or which may be affected by it and characteristics of its various parts and j elements and their fitting together and , functioning. 1..3 PROJECT DESCRIPTION A. General Briefly and without force and effect upon the contract documents, the Work of the Contract can be sumnarized as follows: ' Project Identification: Outdoor Worship Center, Wheatridge Presyterian Church Scope Includes: All Site Work as described in the i Project Documents. Foundations: Drilled Concrete Piers Memorial Wall: Stone veneer with concrete masonry ~ back-up Electrical Systems: Outlets, devices, lighting; extension of power , from 38th Avenue Site Work: Clearing Site grading and drainage systems ~ Portland cement concrete pavements, curb and gutter; asphaltic concrete pavement Trail mix walkways and terraces 1..4 CONTRACTOR USE OF PREMISES A. Limit use of premises to allow: 1. Work by Others and Work by Owner. 2. Operation of Church and Early Learning Center. 1..5 SCHEDULE OF VALUES A. Submit schedule on AIA Form G703. B. Submit Schedule of Values in duplicate within 20 days after date of Owner-Contractor Agreement. 1..6 APPLICATIONS FOR PAYMENT A. Submit four copies of each application on AIA Form G702. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. ~.01001-3 ~ KL 96-3148/WPC C. Payment Period: Monthly. 1..7 CHANGE PROCEDURES A. Change Order Forms: AIA G701. 1..8 ALLOWANCES A. None 1..9 ALTERNATE BID ITEMS A. Alternate Bid Items are defined as alternate products, materials, equipment, systems, or major elements of the work which may, at the Owner's option, be selected for the work in lieu of the corresponding requirements of the contract documents. The description herein of each alternate is recognized to be incomplete and abbreviated, but requires that each change must be complete for the scope of work affected. ALTERNATE BID #1: Provide and install 4" concrete stepped walkway at the center aisle of the amphitheatre as shown on sheets A1 and A2. Concrete walk shall be in lieu of trail mix surface to be provided under base bid. ALTERNATE BID #2: Provide and install 4" concrete walkway from the existing driveway to the amphitheatre, including the area around the memorial wall, as shown on sheets A1 and A2. Concrete walk shall be in lieu of trail mix surface to be provided under base bid. ALTERNATE BID #3: In lieu of welded wire fabric reinforcement in concrete flatwork, add fibrous reinforcement to concrete materials at the time concrete is batched as specified in Section 03001. ALTERNATE BID #4: Provide integrally colored concrete for all exposed concrete. Mix with Davis Colors Mix-Ready system complying with ASTM C979, or approved equal. Owner will select from manufacturer's standard colors. Cure with Davis W- 1000 Clear spray-on membrane cure and sealer, or approved equal. ALTERNATE BID #5: Provide and install electrical service and systems as described on sheet A1.0. 01001-4 KL 96-3148/WPC 1..10 COORDINATION , A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. 1..11 FIELD ENGINEERING A. The Contractor sha11 be responsible for insuring that all elevations and reference datum conform to the contract documents. B. Establish elevations, lines, and levels and certify that elevations and locations of the Work conform with Contract Documents. 1..12 CUTTING AND PATCHING A. Employ a skilled and experienced installer to perform cutting and patching new Work; restore Work with new Products. B. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. C. Refinish surfaces to match adjacent finishes or as otherwise noted. D. Provide Owner adequate notice in advance of cutting or altering building enclosure elements. 1..13 CONFERENCES A. Contractor will schedule a preconstruction conference after Notice to Proceed for all affected parties. B. When required in individual specification Section, convene a preinstallation conference at project site prior to commencing Work of the Section. 1..14 SUBMITTAL PROCEDURES ~ A. Submittal form to identify Project, Contractor, ' Subcontractor or supplier; and pertinent Contract Document references. B. Apply Contractor's stamp, signed or initialled, 01001-5 I KL 96-3148/WPC certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. C. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. D. Revise and resubmit submittals as required; identify all changes made since previous submittal. 1..15 CONSTRUCTION PROGRESS SCHEDULES A. Submit, for Owner review, an initial construction schedule in duplicate within a time frame as agreed upon by the Owner. B. Submit revised schedules with each Application for Payment, identifying changes since previous version. Indicate estimated percentage of completion for each item of Work at each submission. 1..16 PROPOSED PRODUCTS LIST A. Within 20 days after date of Owner-Contractor Agreement, submit complete list of major Products proposed for use, with name of manufacturer, trade name, and model number of each Product. 1..17 SHOP DRAWINGS A. Submit in the form of one reproducible transparency and one opaque reproduction. 1..18 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus two copies which will be retained by the Architect/Engineer, plus one copy for the Owner. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this project. 01001-6 KL 96-3148/WPC 1..19 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors as specified, textures, and patterns for Architect/Engineer's selection. 1..20 MANUFACTURERS' INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. 1..21 MANIIFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Architect/Engineer for review, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. I 1..22 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, 'I manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. ~ B. Comply fully with manufacturers' instructions. C. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise ! worlananship. 1..23 REFERENCES A. Conform to reference standard by date of issue current as of date of Contract Documents. B. Should specified reference standard conflict with Contract Documents, request clarification from 1 01001-7 KL 96-3148/WPC Architect/Engineer before proceeding. 1..24 FIELD SAMPLES A. Construct field samples at the site for review as required by individual specifications Sections. Acceptable samples represent a quality level for the Work. 1..25 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services as required. C. Cooperate with independent firm; furnish samples as requested. D. Re-testing required because of non-conformance to specified requirements will be charged to the Contractor. 1..26 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions and to initiate instructions when necessary. B. Report observations and site decisions or instructions that are supplemental or contrary to manufacturers' written instructions. 1..27 TEMPORARY ELECTRICITY A. Connect to existing power service. Power consumption shall not disrupt Owner's need for continuous service. Owner to pay for power consumed. B. Provide power outlets for construction operations, branch wiring, distribution boxes, and flexible power cords as required. 1..28 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to 01001-8 I KL 96-3148/WPC ~i field office at time of project mobilization. 1..29 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. 1..30 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities may not be used. B. Maintain in clean and sanitary condition. 1..31 BARRIERS AND FENCING A. Contractor shall be responsible for the protection S of the construction site as required by City and ' State regulations. j 1..32 WATER CONTROL A. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. 1..33 COORDINATING USE OF EXISTING FACILITIES A. Coordinate and cooperate with the Owner to provide for the safe and continuing operation of the existing facility. Provide detailed and timely information regarding the schedule of work which will impact or render inconvenient the use of all or certain parts of the facility. 1..34 PROTECTION OF INSTALLED WORK I A. Protect installed Work and provide special protection where specified in individual specification Sections. 1..35 SECURITY r A. Provide security and facilities to protect Work and I existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. S 01001-9 KL 96-3148/WPC 1..36 ACCESS ROADS AND PARRING LOTS A. Existing church parking areas may be used to accommodate construction personnel parking. B. Access to and from the site shall be via the existing driveway. Contractor shall clean excessive dirt and mud caused by construction related traffic from the driveway on a weekly basis. C. Contractor shall build a truck cleaning area as shown on the civil drawing in compliance with City regulations. At the completion of construction, contractor shall restore this truck cleaning area to its original condition, including repair of curbing as necessary. 1..37 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 1..38 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 ft. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore permanent facilities used during construction to specified condition. 1..39 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. B. Use interchangeable components of the same manufacture for similar components. 01001-10 i KL 96-3148/WPC 1..40 TRANSPORTATION, HANDLING, STORAGE AND PROTECTION A. Transport, handle, store and protect Products in accordance with manufacturer's instructions. 1..41 PRODUCT OPTIONS A. Products Specified by Reference Standards or by j Description Only: Any Product meeting those j standards or description. ; B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: ' Submit a request for substitution for any manufacturer not named. , 1..42 SUBSTITUTIONS ! A. Architect/Engineer will consider requests for 1 Substitutions within 20 days after date of Owner- Contractor Agreement. ~ B. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. C. Submit three coPies of requests for Substitution ' for consideration. Limit each request to one i proposed substitution. i 1..43 CONTRACT CLOSEOUT PROCEDURES I A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and Work is complete in accordance with ~ Contract Documents and ready for ~ Architect/Engineer's inspection. B. Submit final Application for Payment identifying ~ total adjusted Contract Sum/Price, previous ' payments, and amount remaining due. 1..44 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean debris from site and drainage systems. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. 01001-11 KL 96-3148/WPC 1..45 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of Contract Documents to be utilized for record documents. B. Record actual revisions to the Work. Record information concurrent with construction progress. C. Specifications: Legibly mark and record at each Product Section a description of actual Products installed. D. Record Documents and Shop Drawings: Legibly mark each item to record actual construction. E. Submit documents to Architect/Engineer with claim for final Application for Payment. 1..46 WARRANTIES A. Provide notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Submit prior to final Application for Payment. 1..47 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide Products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. 2. PART 2 PRODUCTS Not Used 3. PART 3 EXECUTSON Not Used END OF SECTION 01001-12 KL 96-3148/WPC SECTION 02110 SITE CLEARING 1. PART l 1..1 A. B. 1..2 A. B. GENERAL SECTION IN Removal of and grass. Removal of REGULATORY Conform to Coordinate :LUDES surface debris, curbing, plant life topsoil. REQUIREMENTS applicable code for disposal of debris. clearing Work with utility companies. 2. PART 2 PRODUCTS Not Used 3. PART 3 EXECUTION 3..1 PROTECTION A. Identify and protect utilities from damage. B. Protect plant growth and features designated to remain, as final landscaping. Identify and tag. C. Verify that survey benchmark and intended elevations for the Work are as indicated. 3..2 CLEARING A. Clear areas required for access to site and execution of Work, to a minimum depth of 12 inches. B. Remove asphalt curb at new concrete pan and walkway. 02110-1 KL 96-3148/WPC C. Excavate and stockpile topsoil from areas to be further excavated, landscaped or regraded. 3..3 CLEAN UP A. Remove debris, rock larger than 2 cu ft (except designated rip-rap), and extracted plant life from site. END OF SECTION 02110-2 KL 96-3148/WPC SECTION 02210 EARTHWORK 1 PART 1 GENERAL 1.1 SECTION INCLUDES A. Site grading, removal of topsoil and subsoil, excavating for construction and utility trenches, backfilling, placing topsoil and compacting. 1.2 QUALITY ASSURANCE A. Subsurface Exploration Report: Refer to CTL/Thompson, Inc. project # 26,659, dated October 29, 1997, one copy of which has been provided to each bidder. The contractor shall be fully versed in all aspects of the project soils report prior to starting construction. 2 PART 2 PRODUCTS 2.1 SOIL MATERIALS A. Topsoil: Reusable excavated friable loam; free of subsoil, roots, grass, excessive amount of weeds, stone, and foreign matter. B. Subsoil: Reusable excavated material, graded free of lumps larger than 6 inches, rocks larger than 3 inches, and debris. 2.2 FILL MATERIALS A. On- site or similar off-site soils with little or no swell potential, as approved by soils engineer. Non-swelling "impervious" soils with 100 percent 6 inches or finer. 2.3 GRP.NULAR MATERIALS A. Trail Mix: Granite Sand Crusher Fines as f produced by Cooley Gravel Division, CAMAS ~ Colorado, Inc. Color: As approved by the Owner. ' 02210-1 I KL 96-3148/WPC 2.4 ACCESSORIES A. Weed Barrier: Woven fiberglass fabric, Mirafi or equal. 3 PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Identify required lines, levels, contours, and datum. B. Notify Architect/Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. C. Identify and flag utility locations. 3.2 PROTECTION OF WORK A. Grade excavation top perimeter to prevent surface water run-off into excavation or to adjacent properties. 3.3 TOPSOIL EXCAVATION A. Excavate topsoil and remove excess topsoil not being reused from site. 3.4 SUBSOIL EXCAVATION A. Excavate subsoil required for site drainage, foundations, construction operations, and other Work. B. Machine slope banks to angle of repose or less, until shored, per OSHA requirements. C. Correct unauthorized excavation at no extra cost to Owner. 3.5 TRENCHES A. Excavate £or storm sewer. Perform work in accordance with City standards. B. Cut trenches sufficiently wide to enable installation of utilities and allow 02210-2 [ , ` KL 96-3148/WPC , inspection. C. Hand trim excavation and leave free of loose ~ matter. Hand trim for bell and spigot pipe joints. D. Support pipe and conduit during placement and ~ compaction of bedding £ill. i E. Backfill trenches to required contours and ~ elevations. F. Place and compact fill materials as for • backfilling. 3.6 BACKFILLING TRENCHES i A. Backfill areas to contours and elevations. Use unfrozen and unsaturated materials. Perform all backfill operations in accordance with City standards. ; B. Backfill systematically, as early as possible, to allow maximum time for natural settlement. ` Do not backfill over porous, wet, frozen, or spongy subgrade surfaces. ~i C. Place and compact backfill materials in ' continuous layers not exceeding 8 inches loose i depth. D. Backfill of utility trenches should be placed in thin, loose lifts, moisture treated to within 2 percent of optimum moisture content and compacted to at least 90 percent of maximum standard Proctor dry density (ASTM D 698). E. Backfill which will support pavements or 1 sidewalks should be compacted to at least 95 I percent of maximum standard Proctor dry density (ASTM D698). ~ 3.7 BACKFILLING FOUNDATIONS \ A. Backfill areas to contours and elevations. ! Use unfrozen and unsaturated materials. B. Backfill systematically, as early as possible, to allow maximum time for natural settlement. 02210-3 KL 96-3148/WPC Do not backfill over porous, wet, frozen, or spongy subgrade surfaces. C. Place and compact fill materials in continuous layers not exceeding 8 inches loose depth, per the soils report. D. Backfill around the foundation walls should be placed in thin, loose lifts, moistened and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). F. Backfill simultaneously on each side of unsupported foundation walls. G. Backfill which will support slabs or sidewalks should be compacted to at least 950 of maximum standard Proctor dry density. H. Slope grade away from new construction minimum 6 inches in 10 ft, unless noted otherwise. 3.8 PLACING TOPSOIL A. Place topsoil in areas directly adjacent to the amphitheatre and memorial wall plaza to the south property line. B. Fine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. C. Remove stone, roots, grass, weeds, debris, and foreign material while spreading. D. Lightly compact and roll placed topsoil. E. Leave stockpile area and site clean and raked, with excess subsoil and topsoil uniformly distributed, ready to receive seeding. 3.9 PLACING TRAIL MIX A. Verify gradients. B. Excavate unsuitable, unstable, or unconsolidated subgrade material to meet the I lines and levels shown. [ C. Bring subsoils to 0 to 3 percent above optimum 02210-4 KL 96-3148/WPC moisture content and compact to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). D. Install weed barrier. E. Place 6 inch layer of trail mix and compact to 4 inch thickness. 3.10 TESTS A. Tests and analysis of fill material will be performed in accordance with ANSI/ASTM D698 and D1557. B. Frequency of Tests: One per 400 C.Y. and one test each 60 LF and at alternating lifts for pipe line installation, or as directed by Architect/Engineer. 3.11 TOLERANCES A. Top surface of exposed subgrade: Plus or minus one inch. B. Top of topsoil: Plus or minus 1/2 inch. C. Top of trail mix: plus or minus 1/2 inch, with no ponding. END OF SECTION 02210-5 KL 96-3148/WPC SECTION 02371 DRILLED CONCRETE PIERS (CAISSONS) I. PART 1 GENERAL 1.1 SECTION INCLUDES A. Machine drilled shaft. B. Placing concrete and reinforcement. 1.2 UNIT PRICES , A. Determine bid unit prices on the number and spacing of piers as indicated on drawings. i Lengths shall be assumed as 25 feet measured from top of pier. i B. Adjustments in Contract Sum/Price will be ; based on unit prices established in the Contract. , II. PART 2 PRODUCTS 2.1 MATERIALS A. Concrete Materials and Mix: Specified in Section 03001 using Type II cement, maximum 1 ~ inch aggregate size, 3000 psi 28 day strength, 6 to 8 inch slump. ~ B. Reinforcement: Specified in Section 03001. C. Equipment: Appropriate to dewater excavated shaft, if required. Adequate pumps I and temporary casings shall be available on ` site for use if needed during drilling operations. III. PART 3 EXECUTION ~ 3.1 INSTALLATION ~ A. Drill concentric and vertical pier shafts to ; diameters and depths indicated or specified. Minimum penetration into bedrock shall be 10 ' 02371-1 ~ KL 96-3148/WPC feet. B. Clean shaft and bottom of loose material. Maintain shafts free of water. C. Place reinforcing steel in accordance with Section 03001. D. Place concrete in accordance with Section 03001 with equipment designed for vertical placement of concrete. E. Extend reinforcement or provide dowels for connection of grade beams. 3.2 TOLERANCES A. Maximum Variation From Vertical: 1 in 48. B. Top Elevation: Plus 0 inches, minus 3 inches from elevation indicated. 3.3 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01001. END OF SECTION 02371-2 ( KL 96-3148/WPC SECTION 02500 PORTLAND CEMENT CONCRETE PAVING AND UNIT PAVERS 1. PART 1 GENERAL ~ ' 1.1 SECTION INCLUDES A. Concrete sidewalks and stepped aisle at amphitheatre. (ALTERNATE BID ITEMS #1 & 2) B. Unit Pavers 1.2 QUALITY ASSURAtVCE ~ A. Perform Work in accordance with City of Wheat Ridge ` Standards, ACI 301 and Section 03001. Where conflict may occur between these standards and the ' specifications herein, work will be performed in accordance with the rigid requirements. ~ B. Unit Paving: ASTM C-936 and Freeze-thaw testing per i section 8 of ASTM C-67. 1.3 SUBMITTALS ' A. Concrete Mix Designs: Submit 14 days before pouring. Include previously used test data and standard deviation calculation. B. Unit Pavers: Submit product data and samples to illustrate color, texture and extremes of color ~ range. 2. PART 2 PRODUCTS 2.1 MATERIALS ( A. Forms: Steel, wood or other material of size and ~ strength to resist movement during concrete placement, profiled to suit conditions. I B. Joint Filler: Asphalt impregnated wood fiberboard ~ 3/4 inch thick. j C. Reinforcing Steel: ASTM A615; 60 ksi yield grade; ~ deformed billet steel bars, uncoated finish. ~ D. Welded Steel Wire Fabric: Plain type, ANSI/ASTM ~ ~ 02500-1 KL 96-3148/WPC A185 in coiled rolls; uncoated finish. E. Dowels: Plain steel, uncoated finish. F. Fine and course Aggregates: ASTM C33. G. Water: Clean and not detrimental to concrete. H. Air Entrainment: ASTM C260. I. Sealant: Polyurethane-based, 2-part elastomeric ; sealant, complying with ANSI/ASTM C920, Type 1 (self-leveling), Tremco Dymeric" or Pecora "Urexpan NR-200". J. Unit Pavers: "No slump" concrete paving stone as manufactured by the Pavestone Company, Dallas, TX., or approved equal. Compressive strength: 8000 psi; Water absorption maximum of 5%; ASTM C-936. Patterns: Uni-Stone for the field area;HOlland- Stone at the edges. Color to be selected by Owner from the manufacturer's standards. Provide Owner with replacement stock in the amount of 50 of each pattern. 2.2 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with each of the following characteristics: 1. Compressive Strength at 28 Days: 4000 psi MPa. 2. Cement content: 6 sacks per cubic yard, minimum. 3. Water/Cement Ratio per ACI: .35 4 Slump: 2-4 inches. 5. Air Entrainment: 6-70 3. PART 3 EXECUTION , 3.1 EXAMINATION AND PREPARATION A. Verify gradients. B. Verify compacted subgrade is ready to support 02500-2 ~ KL 96-3148/WPC i ~ paving and imposed loads. C. Moisten substrate to minimize absorption of water ! from fresh concrete. ~ 3.2 FORMING ' A. Place and secure forms to correct location, dimension, and profile. ' B. Place joint filler vertical in position, in straight lines. Secure to formwork. C. Place expansion and contraction joints as indicated. Align joints. ! D. Place joint filler between paving components and ~ other appurtenances. i 3.3 REINFORCEMENT A. Place reinforcement at bottom of slabs-on-grade. ~ 3.4 PLACING CONCRETE A. Place concrete in accordance with City Standards ~ and ACI 301. B. Do not disturb reinforcement or formwork components ~ during concrete placement. C. Place concrete continuously between predetermined ~ joints. 3.5 FINISHING A. Sidewalks: Light broom, radiused and trowel joint i edges. ( 3.6 INSTALLATION OF UNIT PAVERS ~ ~ A. Excavate unsuitable, unstable, or unconsolidated subgrade material to a depth of 12 inches. 1 ~ B. Backfill and compact the area which has been cleared to at least 95 percent of maximum standard i Proctor dry density (ASTM D698). Level with 4" , thick dense graded aggregate. ; B.Place bedding course of washed concrete sand r ~02500-3 ; KL 96-3148/WPC C D E F conforming to the grading requirements of ASTM C33 to a uniform depth of 1-1/2" screeded to the_grade and profile required. Install unit pavers in pattern shown with joints of approximately 1/8". Where required, cut pavers with an approved cutter to fit accurately and neatly, without damaged edges. Tamp pavers with a plate compactor, uniformly level, true to grade and free of movement. Fill joints with sand. END OF SECTION 02500-4 KL 96-3148/WPC SECTION 03001 CONCRETE 1 PART 1 GENERAL 1 SECTION INCLUDES A. Formwork, reinforcement, accessories, cast-in-place concrete, finishing and curing. 2 SUBMITTALS A. Shop Drawings: Indicate reinforcement sizes, spacings, locations, and quantities, bending and cutting schedules, supporting and spacing devices. B. Concrete Mix Designs: Not less than three weeks prior to first concrete placement, submit proposed mix . design for each class of concrete to Architect/Engineer for review. Include all appropriate substantiating data. Mix designs shall be in accordance with ACI 301 and be based upon a 4" maximum slump. 3 QUALITY ASSURANCE A. Construct and erect concrete formwork in accordance with ACI 301 and 347, unless specified otherwise in this Section. B. Perform concrete reinforcing work in accordance with ACI 301 and CRSI 63, 65 and Manual of Standard Practice, unless specified otherwise in this Section. j C. Perform cast-in-place concrete work in accordance 1 with ACI 301, 304, 305, and 306, unless specified otherwise in this Section. 2 PART 2 PRODUCTS 1 FORM MATERIALS A. Plywood: Sound, undamaged sheets with clean true edges. B. Lumber: Hem Fir species; No. 2 grade. ~ 03001-1 KL 96-3148/WPC C. Prefabricated Steel or Fibrous Glass Reinforced Resin Type: Matched, tight fitting, stiffened to support weight of concrete. D. Form Ties: Snap-Off inetal type of fixed or adjustable length. E. Dovetail Anchor Slots: Galvanized steel, non filled, release tape sealed slots; bend tab anchors. F. Form Release Agent: Colorless mineral oil which will not stain concrete or impair natural bonding characteristics of coating intended for use on concrete. G. Formed Construction Joints for Slab-on-Grade: Galvanized steel or extruded plastic, tongue and groove type profile. H. Slab Edge Joint Filler: ASTM D1751, premolded asphaltic board, 1/2 inch thick. I. Void Forms: Moisture resistant treated paper faces; biodegradable; structurally sufficient to support weight of wet concrete mix until initial set; 8 inches thick, same width as wall. 2 REINFORCEMENT MATERIALS A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; deformed billet steel bars, plain finish. B. Welded Steel Wire Fabric: ASTM A185, plain type, in flat sheets, galvanized finish. C. Chairs, Bolsters, Bar Supports, Spacers: S i z e d and shaped for support of reinforcing. D. Fabricate concrete reinforcing in accordance with ACI 315 and CRSI Manual of Standard Practice. E. Fibrous Concrete Reinforcement: As manufactured by Fibermesh Company, Chattanooga, TN. 3 CONCRETE MATERIALS A. Cement: ASTM C150, Type SI, Portland type. B. Fine and Coarse Aggregates: ASTM C33. 03001-2 i KL 96-3148/WPC C. Water: Clean and not detrimental to concrete. i` D. Air Entrainment Admixture: ASTM C260. i E. Bonding Agent: Polymer resin emulsion. ~ F. Non-shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticising agents. ~ ! 4 COMPOUNDS, HARDENERS AND SEALERS i A. Curing Compound: ASTM C309, Type I. ~I 5 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM C94. i B. Provide concrete of the following strength: 1. Compressive Strength: 4000 psi, with 6.0 sacks of cement per cubic yd, 28 day for exterior I slabs (see Section 02514) & curved concrete risers. 3000 psi, with 5.5 sacks of cement per cubic yd. 28 day for drilled piers and grade beam. ~ 2. Slump: 3-4 inches except 6 inches at drilled piers. C. Select admixture proportions for normal weight concrete in accordance with ACI 301, Section 3.9 or 3.10. i ~ D. Add air entraining agent to concrete mix for concrete work exposed to exterior; provide 4%-6% for i drilled piers and grade beam and 60-7o for exterior , flatwork. i E. Add fibrous reinforcement to concrete materials at the time concrete is batched in amounts in accordance with approved submittals for each type of concrete required. ; I 3 PART 3 EXECUTSON ~ . 1 FORA44VORK ERECTION ~ A. Erect formwork, shoring and bracing to achieve 03001-3 i KL 96-3148/WPC design requirements. ' B. Provide bracing to ensure stability of formwork. C. Apply form release agent to formwork in accordance with manufacturer's instructions, prior to placing for accessories and reinforcement. ' D. Clean forms as erection proceeds, to remove foreign matter. 2 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS A. Provide formed openings where required for work to be embedded in and passing through concrete members. B. Coordinate work of other Sections in forming and setting openings, slots, recesses, chases, sleeves, ' bolts, anchors, and other inserts. C. Install concrete accessories straight, level, and ' plumb. D. Install void forms in accordance with manufacturer's instructions. Protect forms from moisture before ' concrete placement and from crushing during concreting operations. 3 REINFORCEMENT PLACEMENT A. Place reinforcement, supported and secured against displacement. B. Ensure reinforcing is clean, free of loose scale, dirt, or other foreign coatings. 4 PLACING CONCRETE A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent. Apply bonding agent in accordance with manufacturer's instructions. B. Separate slabs-on-grade from vertical surfaces with 1/2 inch thick joint filler, extended from bottom of slab to within 1/ inch of finished slab surface. C. Blace concrete continuously between predetermined expansion, control and construction joints. Do not break or interrupt successive pours such that cold 03001-4 KL 96-3148/WPC ; ' joints occur. D. Place slabs in pattern indicated. E. Screed slabs on grade level, maintaining surface flatness of maximum 1/4 inch in 10 ft. 5 FORM REMOVAL i A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. t i B. Remove formwork progressively and in accordance with code requirements. 6 SLAB FINISHING A. Finish concrete slab surfaces in accordance with ACI 301. B. Uniformly spread, screed, and float concrete. C. Broom finish surfaces which will be left exposed. 7 CURING A. Immediately after placement, protect concrete from premature drying. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 8 CONCRETE FINISHING A. Except for slabs, provide concrete surfaces to be left exposed with smooth form finish. 9 FIELD QUALITY CONTROL A. Inspection and testing will be performed by firm ~ appointed in accordance with Section 01001. I B. Six concrete test cylinders will be taken for every 50 cu yds of each class of concrete placed. Break ~ two cylinders at 7 days, two cylinders at 28 days, ~and hold two cylinders for later testing if 28 day breaks fail to meet specified strength. 03001-5 KL 96-3148/WPC C. One additional test cylinder will be taken during cold weather concreting, and be cured on job site under same conditions as concrete it represents. D. One slump test will be taken for each set of test cylinders taken. 10 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required lines, details and elevations, as directed by Architect/Engineer. END OF SECTION 03001-6 KL 96-3148/WPC SECTION 04100 MORTAR AND MASONRY GROUT 1. PART 1 GENERAL 1.1 SECTION INCLUDES A. Mortar and grout for masonry. 1.2 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. 1.3 MIX TESTS A. Test mortar and grout in accordance with Section 01001. B. Testing of Mortar Mix: In accordance with ASTM C780. C. Testing of Grout Mix: In accordance with ASTM C1019. 2. PART 2 PRODUCTS 2.1 MATERIALS A. Portland Cement: ASTM C150, Type I, gray color. B. Mortar Aggregate: ASTM C144, standard masonry type. C. Hydrated Lime: ASTM C207. D. Premix Mortar: ASTM C387, using gray cement. E. Grout Aggregate: ASTM C404. F. Water: Clean and potable. 2.2 MORTAR MIXES A. Mortar for all Masonry Walls: ASTM C270, Type S using the Property Method, to develop 1800 psi minimum compressive strength at 28 days. B. Pointing Mortar for'Masonry: ASTM C270, Type N, using the Property Method; with maximum 2 percent ammonium stearate or calcium stearate per cement weight. 0.4100-1 KL 96-3148/WPC 2.3 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270. B. Add admixtures in accordance with manufacturer's ' instructions. C. Do not use anti-freeze compounds to lower the freezing point of mortar. 2.4 GROUT MIXES A. For Bond Beams and Vertical Cells: 3000 psi strength at 28 days; 7-8 inches slump; premixed type in accordance with ASTM C94. 2.5 GROUT MIXING A. Mix concrete in accordance with ASTM C94. B. Do not use anti-freeze compounds to lower the freezing point of grout. 3. PART 3 EXECUTION , 3.1 INSTALLATION A. Install mortar and grout in accordance with premix mortar ' manufacturer's instructions. B. Work grout into masonry cores and cavities to eliminate ' voids. Do not displace reinforcement. END OF SECTION 04100-2 t KL 96-3148/WPC SECTION 04300 UNIT MASONRY 1. PART 1 GENERAL 1..1 SECTION INCLUDES A. Stone, concrete masonry, reinforcement, anchorage, and accessories. 1..2 SUBMITTALS A. Data and Samples: Submit product data and samples of stone to illustrate color, texture and extremes of color range. 1..3 ENVIROIVMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Specifications for Cold Weather Masonry Construction. 2. PART 2 PRODUCTS 2..1 CONCRETE MASONRY UNITS A. Hollow Load Bearing Block Units: ASTM C90, Grade N with min. F'm = 1500 psi, Type I- Moisture controlled; light weight. B. Masonry Units: Nominal modular size of 8 x 8 x 16 inches. Provide special units for bond beams with knock-out webs. 2..2 REINFORCEMENT AND ANCHORAGE A. Single Wythe Joint Reinforcement: Ladur type; hot dip galvanized cold drawn steel. B. Reinforcing Steel: ASTM A615, 60 ksi yield grade, deformed billet bars, unprotected finish. C. Sheet Metal Wall Ties: Corrugated, galvanized steel finish. 04300-1 KL 96-3148/WPC D. Steel Wire Wall Ties: Formed wire, galvanized steel finish. 2..3 SYNTHETIC STONE A. Synthetic Stone to be Eldorado Stone, Mountain Ledge Style, as manufactured by StoneCraft Industries Inc., San Marcos, CA, or approved equal. Color: Sedona 2..4 CAPSTONE A. 16" X 20" long capstone by Cultured Stone, Stone Products Corporation, Napa, CA, or approved equal. Chiseled texture. Color: Gray. Miter to fit curved wall. 2..5 ACCESSORIES A. Preformed Control Joints: Everlastic Slot Seal Wide , Flange No. 2016-3, as manufactured by Williams Products, Inc., Troy, MI, or approved equal. B. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials, recommended by ' masonry unit manufacturer. 3. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that field conditions are acceptable and ready to receive Work. B. Coordinate placement of anchors supplied to other Sections. 3.2 COURSING A. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. B. Concrete Masonry Units: Lay in running bond. Course one unit and one mortar joint to equal 8 inches. Form flush mortar joints. 3..3 REINFORCEMENT AND ANCHORAGES - SINGLE WI'THE MASONRY 04300-2 ' i ~ KL 96-3148/WPC i A. Install horizontal joint reinforcement 16 inches oc. Place joint reinforcement continuous in first joint ~ below top of walls. i B. Embed anchors and anchor bolts set in grout. 3..4 REINFORCEMENT AND ANCHORAGES - VENEER MASONRY ~ A. Install horizontal joint reinforcement 16 inches oc. ~ Place joint reinforcement continuous in first joint below top of walls. B. Masonry Back-up: Embed wall ties for bonding veneer ~ at maximum 16 inches oc vertically and 16 inches oc horizontally. 3.5 GROUTED COMPONENTS A. Reinforce bond beam as detailed. B. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. C. Place and consolidate grout fill without displacing reinforcing. 3.8 ENGINEERED MASONRY I A. Lay masonry units with core cells verticallly aligned and cavities between wythes clear of mortar and unobstructed. I B. Reinforce masonry unit cores and cavities with reinforcement bars and grout as indicated. I C. Secure vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 192 bar diameters. Splice reinforcement in accordance I with Section 03001. I D. Place mortar in masonry unit bed joints back 1/4 ~ inch from edge of unit grout spaces; bevel back and ~ upward. Permit mortar to cure seven days before ` placing grout. I` E. Wet masonry unit surfaces in contact with grout just 4 prior to grout placement. ~ F. Grout spaces less than 2 inches in width with fine 04300-3 KL 96-3148/WPC grout using low lift grouting techniques. Grout spaces 2 inches or greater in width with cQarse grout using low lift grouting techniques. G. When grouting is stopped for more than one hour, terminate grout 1-1/2 inch below top of upper masonry unit to form a positive key for subsequent grout placement. H. Low Lift Grouting: Place first lift of grout to a , height of 16 inches and rod for grout consolidation. Place subsequent lifts in 8 inch increments and rod for grout consolidation. 3.9 CONTROL AND EXPANSION JOINTS A. Locate vertical control joints as shown on the drawings. Where not shown, space at a maximum of 24' oc and secure Architect's approval prior to proceeding. B. Do not extend horizontal joint reinforcement through control and expansion joints. C. Fill joint with backer rod and seal. 3.10 BUILT-IN WORK A. As Work progresses, build in decorative masonry and other items to be built in the Work furnished by other Sections. 3.11 TOLERANCES A. Maximum Variation from Plumb: 1/4 inch per height of wall. B. Maximum Variation from Level Coursing: 1/4 inch in 10 ft. 3.12 CUTTING AND FSTTING A. Cut and fit for sleeves and grounds. Coordinate with other Sections of Work to provide correct size, shape and location. , 3.13 SYNTHETIC STONE INSTALLATION A. Install synthetic stone per manufacturer's instructions for installing Mountain Ledge stone pattern over masonry backup. 04300-4 KL 96-3148/WPC I 3.14 CLEANING ~ A. Remove excess mortar and mortar smears. B. Clean soiled surfaces with cleaning solution. END OF SECTION 04300-5 a I ~ I SOILS AND FOUNDATION INVESTIGATION AMPHITHEATER AND MEMORIAL WALL WHEAT RIDGE PRESBYTERIAN CHURCH 9180 WEST 38T" AVENUE WHEAT RIDGE, COLORADO Prepared For: Wheat Ridge Presbyterian Church 9180 West 38" Avenue Wheat Ridge, Colorado 85033 x Attention: Mr. Galen Meyer Job No. 26,659 October 29, 1997 CTL/THOMPSON, INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE - DENVER, COLORADO 80204 - (303) 825-0777 L TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 EVALUATION OF SWELL POTENTIAL 3 MEMORIAL WALL FOUNDATION 4 Laterally l.oaded Foundations 6 SLABS-ON-GRADE s CONCRETE 7 SURFACE DRAINAGE 7 LIMITATIONS $ FIG. 1- LOCATIONS OF EXPLORATORY BORINGS FIG. 2- LOGS O'F EXPLORATORY BORWGS FIGS. 3 through 5- SWELL CONSOLIDATION TEST RESULTS TABLE i- SUMMARY OF LABORATORY TEST RESULTS WHEAT RIDGE PRESBYTERIAN CHl1RCH AMPHITHEATER ANO MEMORIAL WALL CTLIT 26,659 . ~ SCOPE This report presents the results of our Soils and Foundation Investigation for a proposed Amphitheater and Memorial Wall at Wheat Ridge Presbyterian Church, 9180 West 38' Avenue in Wheat Ridge, Colorado. The investigation was conducted to evaluate subsurFace conditions and provide foundation design criteria for the proposed structures, in accordance with our Proposal No. 97-663, dated September 5, 1997. This report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and experience with similar conditions. The report includes our opinions and recommendations for design criteria and construction details for foundations, slabs-on-grade, lateral loads and drainage precautions. The report was prepared for use by our client in design and construction of the proposed structures at the subject location. Other types of construction may require revision of this report and the recommended design criteria. A brief summary of our conciusions and recommendations follows. Detailed design criteria are presented within the report. SUMMARY OF CONCLU510NS 1. Subsoils found in the two exploratory borings generaily consisted of natural sandy clays and some interbedded clayey sands over weathered bedrock underlain by comparatively unweathered, interbedded claystone/sardstone bedrock at depths of 12 to 17 feet. Clay samples exhibited low to very high swell in laboratory tests. 2. Ground water was not encountered in our borings during driiling, but was measured at a depth of 17 feet several days after drilling in one boring. 3. The recommended foundation for the wall is drilled piers bottomed in bedrock. Design and construction criteria for the pier foundation are presented in the report. WHE4T RIDGE PRESBYTERIAN CHURCH AMPHITHEATER AND MEMORIAL WALL CTLlT 26,659 1 i~ 4. The amphitheater wiil be constructed as slab-on-grade. We believe slab-on-grade construction supported by the expansive clays and bedrock wiil involve a high potential for movement and damage. 5. Surface drainage shouid be designed for rapid runoff of surface water away from the proposed structures. SITE CONDITIONS The Amphitheater and Memorial Wall are located on a lot directly east of Wheat Ridge Presbyterian Church at 9180 West 38"' Avenue in Wheat Ridge, Colorado (Fig. 1). The lot is covered in vegetation and has a moderate slope down to the north. An existing paved driveway is between the church and the lot and appears to be relatively old with a significant amount of cracking. The lot is bordered to the north by 38th Avenue and to the east and south by other vacant lots. PROPOSED CONSTRUCTION We were informed that the amphitheater is to be constructed as a stepped slab-on-grade. Minor cuts or fills of up to 2 to 3 feet are planned. The memorial wall will be a double wide masonry biock wali, 6 or 7 feet in height with granite name blocks. Loading of the wall will be light. The wall will not retain earth. SUBSURFACE CONDITIONS Two exploratory borings were driiled to depths of 20 and 25 feet. The borings were advanced using a 4-inch diameter, continuous flight auger and a truck-mounted drill rig. Driliing was supervised by our fieid representative who logged the soils found in the borings and obtained samples. Graphical logs of the borings, including results of field penetration resistance tests, and laboratory test data are shown on Fig. 2. WHEAT ftIDGE PRESBYTERIAN GHURCH AMPHITHFATER AND MEMORIAL WALL CTL/T 26,659 2 ~ Subsoiis found in our exploratory borings generally consisted of natural sandy clays and clayey sands over weathered claystone underlain by comparatively unweathered, interbedded claystone/sandstone bedrock. Weathered claystone was encountered below the clays at a depth of 12 feet in TH-1 and had a thickness of 5 feet. Comparatively unweathered, interbedded claystone/sandstone was encountered at depths of 17 feet in our borings. Field penetration resistance test results indicated the clays were stiff to very stiff. Samples of the clays exhibited very high swell (7.2 to 8.7 percent) in TH-1, and low to moderate swell (1.1 to 2.5 percent) in TH-2 when wetted under a 1,000 psf vertical pressure (Figs. 3 through 5). Field penetration resistance values indicated the comparatively unweathered bedrock was medium hard to hard. Ground water was not found in the borings during drilling but when checked several days later was found in boring TH-1 at a depth of 17 feet. EVALUATION OF SWELL POTENTIAL As part of our evaluation of the subsoiis and bedrock, samples were tested in the laboratory using a swefl test. In the test procedure, a relatively undisturbed sample from field exploration is first loaded at natural moisture content and then flooded and allowed to swell overnight under pressure. The load can approximate in-situ overburden pressure or some standard pressure. Because of extensive experience with a pressure of 1,000 psf, our firm usually conducts tests using this load. The results of swell tests, load back tests for sweil pressure, in-situ moisture and density, Atterberg limits, soii profile and other factors are combined to judge the swell potential at a given site. Pertormance of slabs-on-grade and relative risk of foundation problems are the objective of this rating. Generally, sites are rated as low, moderate, high or very high swell potentiai. Swell test results corresponding to WHEAT RIOGE PRESBYTERIAN CHURCH AMPHITHE4TER AND MEMORIAL WALL CTLlT 26,659 3 ~ these categories are 0 to less than 2 percent, 2 to less than 4 percent, 4 to less than 6 percent, and 6 percent and greater; respectively. The results of a swell test on a site are tempered with data from nearby lots, depth of tests, depth of excavation, soil profile, and correlation with other tests. The rating of a site as low or high swell potential is not absolute. Rather, this represents a judgment. Movement of foundations or floor slabs may occur in low, moderate, high and very high swell areas as the expansive soils respond to increases in moisture content. Overall, the severity and frequency of damage usually is greater in high and very high rated areas. Heave of slabs-on-grade of 3 to 5 inches is not uncommon in areas rated as high or very high swell. On low and moderate swell sites, slab heave of 1 to 3 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable siab performance. Based upon analysis of field data, laboratory test resuits and our experience, the sweil potential is judged very high at this site. MEMORIAL WALL FOUNDATION Our investigation indicates the soils under the site are highly expansive. For these conditions a foundation system for the wall which bottoms below the anticipated zone of moisture variation and concentrates loads is preferable. We f believe a drilled pier foundation most nearly satisfies these criteria. We recommend a drilled pier foundation penetrating the bedrock be used for the proposed walL Piers should be designed and constructed to resist potential uplift of the expansive soils and bedrock. Pier design and construction criteria are as foliows. 'i. Piers should be designed for a maximum allowable end bearing pressure of 25,000 psf and an aliowable skin friction value of 2,500 psf for the portion of pier in bedrock. Skin friction should be neglected for the portion of pier within 3 feet of the bottom of the grade beams. WHEAT RIDGE PRESBYTERIAN CHURCH AMPHITHEATERAND MEMORIAL WALL CTUT 26,659 4 lw I 2. Piers should be designed for as high a minimum deadload pressure as can be reasonabiy constructed based on pier cross-sectional area. The bedrock should be assigned a skin friction value of 2,500 psf for uplift resistance. 3. Piers should penetrete at least 10 feet into the relatively unweathered bedrock and have a minimum length of at least 25 feet. 4. Piers should be reinforced the full Iength of the pier with at least two No. 7, Grade 60 reinforcing bars (or their equivalent) to resist tension in the event of sweiling. Reinforcement should extend into grade beams. 5. There should be a 8-inch (or thicker) continuous void beneath all grade beams, between piers, to concentrate the deadload of the wall on the piers. 6. Grade beams should be well reinforced; the reinforcement should be designed by a qualified structural engineer. 7. Piers should be carefully cleaned prior to placement of concrete. Concrete should be placed in the pier holes immediately after the holes are drilled, cieaned and inspected utilizing a"driil and pour' construction procedure to avoid possible contamination of open pier holes. Ground water was not encountered at the time of drilling, but was found in TH-1 several days after drilling. If ground water is encountered during drilling, temporary casing or tremie placement of concrete may be necessary. 8. If temporary casing is necessary, concrete used in cased piers should have sufficient slump so it will fill the pier holes and not hang on the . sides of the casing during extraction of the casing. We recommend a concrete slump in the range of 5 to 7 inches if casing is used. 9. Formation of mushrooms or enlargements at the top of piers should be avoided during pier drilling and subsequent construction operations. 10. Installation of drilied piers should be observed by a representative of our firm to identify the proper bearing strata. WHEAT RIDGE PRESBYTERIAN CHURCH AMPHITHEATEft AND MEMORIAL WALL CTLlT 26,659 5 ~ Laterall Loaded Foundations Foundations should be designed to resist lateral loads applied to the structure through wind, seismic, and lateral earth pressure. The structural engineer (RNF Consultants) indicated that passive earth pressure criteria would be used for this design. We recommend a value of 250 pcf for weli compacted fill or overburden soils. SLABS-ON-GRADE The near-surface soils which wiil support slab-on-grade flatwork include expansive clays. Expansive soils are stable at their existing moisture contents, but upon wetting wiil heave lightiy loaded slabs. This heaving cannot be controlled by concentrating slab loads. Some increase in moisture must be assumed because of the impact of construction and associated landscaping. At the present time there is no economical method to controi movement of slab-on-grade elements. Performance of slabs-on-grade on expansive soiis is erratic. Various properties of the soiis and environmental conditions influence magnitude of movement and other performance characteristics of slabs supported by expansive soils. increases in the moisture content in expansive soils will cause heaving and s may cause cracking of slabs-on-grade. Subexcavation, moisture treatment and recompaction of a zone of soils below slabs can reduce heave slightly, but more importantly, differential movement can be reduced. For this project a 3 to 4-foot thick zone of moisture treated soil can be considered. Fill below slabs should be moisture treated to 0 to 3 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). WHFAT RIDGE PRESBYTERIAN CHURCH AMPHITHEATER AND MEMORIAI WALL CTLIT 26,659 6 Fw I We recommend the foilowing precautions for slab-on-grade construction. "I. Siabs should be placed directly on the exposed subsoiis. Provision of a sand and gravel layer beneath the slabs is not recommended because it increases the possibility of a single source of water wetting the entire area supporting the slabs. 2. Frequent control joints shouid be provided to collect cracks and reduce problems associated with shrinkage and curling. Panels which are approximately square generally perform better than rectangular areas. 3. Reinforcement of slabs will not reduce heave, but can hefp reduce vertical displacement at cracks. Light reinforcement or mesh can be considered if this is a concern. CONCRETE Our experience indicates sulfate concentrations in this area shouid have a negligible effect on concrete which comes in contact with the soils or bedrock. We believe Type I or Type il cement can be used for all concrete that comes into contact with the subsoils. Use of modified Type il, sulfate resistance cement wouid be better to control risk. If the cost difference is small, we believe the modified cement is a more prudent choice. We recommend against the use of deicing salts on concrete flatwork during the first year after construction. s SURFACE DRAINAGE Performance of foundations and concrete flatwork is influenced by the moisture conditions existing within the foundation soils. The risk of wetting foundation soiis can be reduced by carefully planned and maintained surface drainage. Surface drainage should be designed to provide rapid runoff of surface water away from the proposed residence. We recommend the following precautions WHEAT RIDGE PRESBYTERIAN CHURCH AMPHITHEATEft AND MEMORIAL WALL CTLlT 26,659 7 ~ be observed during construction and maintained by owner at ail times after the structures are completed. 1. Wetting or drying of any excavations should be avoided. 2. Backfill around the foundation should be moistened and compacted. 3. Landscaping should be carefully designed to minimize irrigation. Plants used close to foundation walis should be limited to those with low moisture requirements. irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; application of more water wili increase likelihood of slab and foundation movements. 4. Plastic membranes should not be used to cover the ground surface immediately surrounding the structures. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to limit the weed growth and allow for evaporation. LIMITATIONS Two borings were drilled on this site to obtain a reasonably accurate picture of subsoil conditions. Variations in the subsoil conditions not indicated by our borings are always possible. Our representative should inspect pier instailation. WHEAT RIOGE PRESBYTERIAN CH4ftCH AMPHITHEATER AND MEMORIAL WALL CTLIT 26,659 8 ~ We believe this investigation was conducted with that Ievel of skill and care normally used by geotechnicai engineers practicing in this area at this time. No other warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on design of the structures, please cali. CTLITHOMPSON, INC. ~~V~ Robert G. Geringer Staff Geotechnical Engineer Mao G. Project RGG:MGG:rg"g (3 copies sent) 2 cc: RNF Consuitants 11290 West Alameda Avenue, Suite 202-B lakewood, CO 80226 WHEAT RIDGE PRESBYTERIAN CHURGH AMPHITHEATERAND MEMORIAL WALL CTL/T 26,659 9 scaLE: y •-sa a ~ N o SITE ~ ~ < AVE. v N ~ W. 37TH c r-~ I ~ L-~ I ~ i WHEATRIDGE ~ PRESBYTERIAN I CHURCH ~ I L - - - - FF=1010- 41L T8M LEGEND: TH -1 • ~ - - 1005 wr,eamdae Preebreaean cr,urcr, AMPHr,,,F„E,ANo MEX400dAL W,LL Job No. 28,654 VICINRY MAP r+o acu e i / iooo ✓ ~ AMPHITHE/AFE"~ J / TH72_- 1005 MEMOR~ i -GlAtr ~ i TH-1 ~ ~ - 1010 J ` ~ - - _ ~ - ,o,o - ~ INOICATES LOCATION OF EXPLORATORY BORING TBM = SE CORNER OF BUILDING (ELEVATICN = 1010) !NDICATES EXISTING GROUND SURFACE ELEVATIOiN (fEET) Locations of Exploratory Borings FIg. 1 010 000 I ~ TH-1 TH-2 EL=1007.5 EL=7007.5 1010 LEGEND: Fl CIAY, SANDY, VERY STIFF, MOIST, BROWN, 1005 DAFK BROWN, SUGHTLY CALCAAEOUS (CL). 20/72 14/12 . WC=73.6 WC=72.4 DD=118 DD=108 El CLAY, SANDY, TO SAND, CLAYEY, STIFFTO SW=7.2 SW=2.5 MEDIUM DENSE, MOIST, BROWN, DARK BROWN, GRAY, SLIGHTLY CALCAREOUS (CL-SC). 1000 n WEATHERED CLAYSTONE, SANDY, MEDIUM 42`12 12`(12 HARD, MOIST, BROWN, GRAY, RUST. OD=723Z DD=71179 SW=8.7 .200=44 LL=37 PI-21 INTEFOEDDED CL4YSTONE AND SANDSTONE, t- 995 W ~ MEDIUM HARD TO HARD, SLIGHTLY MOIST, LL BROWN, RUST, GRAY (BEDROCK). 32/12 74/12 ~ WC=22.4 DD=702 o I DRIVE SAMPLE. THE SYMBCl20/121NDICAT'cS THAT 20 BLOWS OFA 140-POUND HAMMER 1 Z> I FALLING 301NCHES WERE AEQUIRED TO DRNE 990 J A 2.5-INCH O.D. SAMPLER 121NCHE5. W 50/6 50/6.5 = INDICATES WATER LEVEL MEASURED . SEVERAL DAYS AFTER DRIILING. NOTES: ~ 30/12 1. THE BORINGS WERE DRILIED ON OCTOBER 1, 1997 USING A 41NCH DIAMETER CONTINUOUS FLIGHT AUGER AND A TRUCK-MOUNTED DRILL RIG. i 2. THESE LOGS AFE SUBJECT TO THE EJCPLANATIONS, - 980 LIMITATIONS, AND CONCLUSIONS IN THIS REPORT. 3. THE LOCATIONS AND EIEVATiONS OF THESE BORINGS ARE APPROXIMATE AND WERE SUFVEYED BY A REPRESENTATIVE OF OUR FIRM AND MATCHED TO THE CONTOURS PROVIDED TO US BY K,4THKA LOPTEIN (FIG. 1). 4. WC - iNDICATES NATURAL MOISTURE CONTENT DD - INDICATES NATURAI ORY DENSIN (PCF). SW - INOICATES SWELL WHEN WETTED UNDER AN APPLIED PRESSURE OF 1,000 PSF LL • INDICATES lIG`UID LIMIT (°6). PI - INDICATES PLASTIC LIMIT (X). SUMMARY LOGS OF EXPLORATORY BORINGS JOB NO. 26,659 FIG. 2 ~ 7 i DUE _i .2 z o -s _ . I , , , , - - - Q - a -0 X _ . _ - - - . - - - W r a Q _s .........t...... _ _ . _ ' . (n W ~ -6 a ...i.. _ - _ . - - - O U _7 0.7 7.0 ~ 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) NATURAL ORY UNIT WEIGHT= 118 PCF FfOfll TH-1 AT 4 FEET NATURAL MOISTURE CONTENT= 13.6 % Swell Consolidation JOB NO. 26,659 Test Resuits FIG. 3 ~ Z 1 0 Z O U) Z ¢ a x 2 w e z 0 -3 ~ N W x 4 a 2 O U -5 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH-1 AT 9 FEET JOB NO. 26,659 70 100 NATURAL DRY UNIT WEIGHT= 123 PCF NATURAL MOISTURE CONTENT= 13.2 % Sweli Consolidation Test Results FIG.4 3 z Q o h z a a x w 0 z 0 Z y N W ~ -3 a 2 O U -4 ~ 2 1 ON TO o., 1.0 10 iao APPLIED PRESSURc - KSF Sample of CLAY, SANDY (CL) NATURAI DRY UNIT WEIGHT= 108 PCF From TH-2 AT 4 FEET NATURAI MOISTURE CONTENT= 12,4 % 3 2 1 z 0 Q N Z Q (L x w 0 z Z O U) U) w a X -3 ~ O U -0 . . . . 0.1 7.0 APPUED PRESSURE - KSF " Sample of CLqY, SANDY (CL) From TH-2 AT 14 FEET JOB NO. 26,659 10 1C0 NATURAL DRY UNIT WEIGHT= 102 PCF NATURAL MOISTURE CONTENT= 22.4 % Swell Consolidation Test Resuits FIG.S TABLEI SUMMARY OF LA80RATGRY RESULTS JOB NO.26,659 NATURAL SWELL TEST OATA ATTERB ERG LIMITS SOLUBLE PASSING BORING TH-1 TH-1 DEPTH (K) 4 9 NATURAL MOISTURE 73.6 732 DRY DENSITY 118 123 SWELL' 7.2 8 7 APPLIED PRESSURE (Pso 1,000 0 SWELL PRESSURE (PSQ 22,000 [LIQUID LIMIT PLASTICITY INDEX (°b) SULFATE CONTEIJT (°b) N0.200 SIEVE N SOILTYPE LqY, SANDY CL TH-2 TH-2 TH-2 4 9 14 12.q 13.9 22.4 108 117 102 . 2.5 1.1 1,00 i,p00 7,000 37,000 - 5,0pp _ 37 27 - 44 CLAY, SANDY CL CLAY, SANDY CL SAND CLAYEY (SC) CLAY. SANDY CL - Swell due (o wetting at lhe applied pressure Inidicated. Negative values InUicate consolidatioa . . . PAGE 1 OF 1 CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-59331nspection line l (303) 235-2855 Office '(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: rQN#6,, ~,QAr~tf Job Address/Permit Number: 9/9'rz ,~,~SYf o5~r~73~ s~~Bl~r ✓~r7 ❑ No one available for inspection: Time !j',~, t!°d AM/PM Re-Inspection required: Yes 'When corrections have 6een made, call for re-inspection at 303-2345933 Date: ~ d Inspector: j~ DO NOT REMOVE THIS NOTICE ~1 i CITY OF WHEAT RIDGE Building inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Oflice ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ZtJA&1r4C9 t'1r4!}L Job Address/Permit Number: 9 ) nM~ %3;7 9z~~tz2_21d ❑ No one available for inspection: Time Re-Inspection required: Yes ' No ~When corrections have been made, call fo e-inspection at 303-234-5933 Date: D /5 8 Inspector: DO NOT REMOV &IOTICE : ~ 41 CITY OF WHEAT RIDGE ; Building Inspection Division ~ ~ (303) 234-59331nspection line . (303) 235-2855 Office ' (303) 235-2857 Fax , INSPECTION NOTICE Inspection Type: 5M -'/(M)- Job Address/Permit Number: Ud (,(1, ¢1'V~5 aLfD 737 ❑ No one available for inspection: Time 1; f31~ ,~(vJ~/PM ✓ Re-inspection required: "Yes ~ N)1UU1 ! `When corrections have been mad , re-inspection at 303-234-5933 . Date: Inspector: DO NOT REMO HI OT/CE , CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspecfion line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: (A 3$ Er 0`T3rI ❑ No one available for inspection: Time /PM Re-Inspection required: "Yes ~No "When corrections have 6een made, call for re-ins ection at 303-234-5933 Date: f Inspector: DO NOT REMO T NOTICE CERTiFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080737 Issued: 10/15/08 Stipulations: New Restroom on Main Floor This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 9180 W 38TH AVE Parcel Number: 39-271-00-007 Owner: Wheat Ridge Pres Chu 9180 W 38th Ave Wheat Ridge CO 80033 Contractor: Raymond Steffen Contract Designs By Steffen 8728 Independance Way Arvada, CO 80005 For the Following Purpose: Commercial Remodel Co~ Editions NO change shall be made in:the USE of ~ 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Occupancy 1997 USC/2002 NEC from the City of Wheat Ridge. S ririkler ystem C i f u'lding Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 10/15/08 11:12:57 . Ciey of wheaG Ridge Page 1 bo901-15 PERMIT.INFORMATION - 080737 mmackey PERMIT INFORMATION: Permi[q: 080]3] Permit Type: Commerciai Remodel Peimit Dt: 06/30/2008 Expires: 12/27/200e Addiess: 9180 W 30TH AVE Paicel Cd: 39-291-00-007 OWNER: Wheat Ridge Pres Chu Address: 9180 W 38th Ave City/St/Zip: Wheac Ridge W 00033 LAND PARCEL INFORMATION: 2one Cd: Unassigned DU: 0 Func[ ose: Unassigned Last Zone OL Subdivision: Unassigned Annex Dt: Cont Type: Hrick LoL B1ock No: 0 Lega1: JOH DESCRIPTION: Add xestcoom on main floox' (no change in fwt print) SetBacks-Front: 0.0 Lefc: 0.0 Righc: 0.0 Back: 0.0 FEES 4TY DUE PAID: Permi[ Fee 18,000.00 301.30 381.30 Plan Review Fee .00 247.85 297.85 Total Valuation 18,000.00 .00 .00 Use Tax 18,000.00 329.00 329.00 953.15 953.15 CONTACTS: owner Whea[ Ridge Pres Chu 9100 W 38th Ave Wheat Ridqe CO 80033 3039222354 sub CLB Samton Plumbing Inc Brett Fiqg 3980 South Valley Dr Longmon[, CO 80504 9705359504 gc CL2 Contrace Designs Hy Sceffen Raymond StefEen 0720 Independance Way Arvada, CO 00005 9202102988 sub CLA Lux Enterprises Inc Kevin Blanchard 5391 Alkire S[ Arvada, CO 80002 3030293349 PARCEL INFORMATION: 10 Structuse Type 701 20 Yea[ Buil[ 1965 30 Paoperty Type WMMR PERMIT CONDITIONS: JS - Foundation inspections [o be preformed by the engineer o£ record and verified to the building division by wet seamped letter of approval. Grab bar handou[ at[ached - work shall comply with IBC Mus[ camply w/ 2003 I0C e 2005 NEC. APPROVALS: REQUIREO INSPECTIONS STATUS: PERMIT NOTES: 06/30/08 CREATED FROM APPL# 08-0219 ffiSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 Era:Framing InspecCion 00/29/0B no kc 07/30/08 07/30/08 COMPLETE 2 pri:Plumbing Rough Insp. 08-0159 09/29/08 m kc 09/30/08 09/30/08 COMPLETE 3 eii:Electxical Rough Irts 09/29/08 no mv 07/30/09 07/30/09 COMPLETE 9 ins:InsulaCion 08-0199 OB/OS/OB no kc OB/06/00 00/06/08 COMPLETE 5 dws:DSywall scsew/nai1 08/09/08 no kc OB/OB/OB 08/08/08 COMPLETE 10/15/08 11:12:59 bp901-1s 6 EFI:Elecerical Final Ins 7 MFI:Mechanical Final 8 PFI:Plumbing Fina1 Insp 9 BFI:HUilding Final Insp City of Wheae Ridge PERMIT INFORMATION - 080737 09-0167 10/19/08 no MV 10/15/09 10/15/OB COMPLETE 08-0167 10/19/08 no SS 10/15/00 10/15/OB COMPLETE 08-0159 30/14/08 no SS 10/15/00 10/15/06 COMPLETE 08-0149 10/14/09 no SS 10/15/08 10/15/OB COMPLETE Page 2 mmackey ~11I CITY OF WHEAT RIDGE , ~ Building Inspection Division ~ (303) 234-5933 Inspection line ) . . l (303) 235-2855 Office '(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: c:~ Job Address/Permit Number: 797 ❑ No one available for inspection:. jme AM/PM Re-Inspection required: Yes ( //No `When corrections have been made, call or re-'nspection at 303-234-5933 Date:/f~ Inspector: ~ . O DO NOT REMOVE S NOTICE 4 - - ~ ~ City of Wheat Ridge Commercial Remodel PERMIT - 080737 PERMIT NO: 080737 ISSUED: 06/30/2008 JOB-ADDRESS: 9180 W 38TH AVE EXPIRES: 12/27/2008 DESCRIPTION: Add restroom on main floor (nochange in foot print) CONTACTS owner 303/422-2354 Wheat Ridge Pres Chu PARCEL INFO ZONE CODE: UA USE: UA , SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PR0JECT VALUATION: 18,000.00 FEES Permit Fee 381.30 . Plan Review Pee 247.85 . Total Valuation .00 Use Tax .324.00 *x TOTPL 953.15 Conditione: JS - Foundation inspections to be preformed by the engineer of record and verified to the building division by wet stamped letter of approval. Grab bar handout attached - work sha11 comply with IBC I hereny certify that the setbacY, distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules os regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that i have read and agrze to abi3e ny aL. conditions printed on this application and that I assume full responsibility for compliance with the Wheat Aidge 6uilding Code (I.B:C) and all other applicable Wheat Ridge Ordinances, for oiork under this permit. Plans subject to field inspection. Si9nature of contractor/owsec date 1. This permit was iasued in accordance with the prwisions set forth in your applic;.tion and is subject to the laws of the State of Colorado and to the Zoning Regulationc and Building Codes of Wheat Ridge, Colorauo or any other applicable or3inances of the City. 2. This permit sha11 expire 180 days from the issue date. Requests ior an extension must be mceived prior to expiration date. M extension may be granted at the discretion oE the Building Official. :f Etr.is permi[ expires, a ne•N permit may be acquired for a fee of one-half the amount nozmally require3, prwided no char.ges have been os wi.l be mad= in the original plans and speci~icationsand an:~saspension or abandonment has not. ezce:-ded one (1) year. If changes nave been or if suspension or abanflonment exceeds one (1) yeaz, fuli fees shall be paid for a new permit. 4. No workoE any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building inspector twenty-four (24) hours in advance for all inspections znd shall receive written approval..on inspection card before proceeding witn successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be r, permit for, nor - an approvalof, any violation of the provisions of the building codes or any other.ordinance, law, rule or regulation. nll plan review is subject to fi d inspections. Signature of Chief Buildin 'al . date . INSPECTION REQUEST;: INE:(303)234-5933 BUILDING OFFICE: (303)235-2855 . REQUESTS MUST BE MADE BY 3PM.ANY BUSINESS DAY FOR INSPECTION TAE FOLLOWING BUSINESS DAY. ~ '~VINSPECTIoN LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINWG TO THIS JOB FOUNDATION INSPECTIONS I DAiE COMMENTS: . Footings/Caissons Stemwall / (CEG) Concrete Encased Ground ~ Reinforcing or Monolithic Weatherproof / French Drain , Sewer Service Lines Water Service Lines POURFlOGONGNtitUnuIi+ - CONCRETE SLAB FLOOR . Electrical (Underground) ~ /11 Plumbing (Underground) Heating (Underground) . ROUGHS . J Sheathing Lath / Wall tie Mid-Roof Electrical Service J Rough Electric .J Rough Plumbing Gas Piping Rough Mechanical ! ~ Framing J Insulation ~ Drywall Screw FINALS Electrical / Plumbing Mechanical , Roof Building Final 1 'U- Fire Department . R.O.W & Dfainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping IVIA - - `*NOTE: ALL lTEMS MUST BE COMPL TED ANO APPROVED BY PLANNING AND ZONING, BUILDWG AND PUBLIC WORKS BEFORE A CERTIF(CATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCWPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTEGT THIS CARQ FRdM THE WEATHER . 5440 Ward Road, Suite 240 - ~Phone: 720.898.0660~+Onsu~}~ng Arvada,C080002 Fax: 303.424.8134 AllianCe t• -www.adsengineers.com , . Engineers & Surveyors t~. August 1; 2008 Don Steffen ' Steffeii and Associates ' 5728 Independence Way ' Arvada,`CO 80005 Ref: Concrete Foundation Plan and Section Wheat Ridge Presbyterian Church bathroom Addition 9180 W 38t' Avenue Wheat Ridge, Colorado Dear pon: I was the Engineer who prepared the steel post and concrete foundation design for the Wheat Ridge Presbyterian Church bathroom addition located at the above referenced ` address. The concrete foundation for the WheaTRidge Presbyterian Church bathroom addition was conshucted in accordance with my Concrete Foundation Plan and Section dated 6-12-08 and in compliance with the 2003 Interriational Building Codes. . The foundation should be adequate to supportfhe loads from the steel pipe column supporting the church bathroom addition. If you\RqMa11E-`4,er information, please feel free to contacY me at 720-898-0660. . . . . . , 4' CITY OF WHEAT RIDGE ~ ~roooor(303) Building Inspection Division (303) 234-59331nspection line 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE ~t- Inspection Type: Job Address/Permit Number: 91M 14) ,&Tt r- _ 'I ~ ; i ~ i ; i ' i I I ~ ❑ No one available for inspectio : fime, AM/PM Re-Inspection required: Y2~1 "When correctioDate: Inspector: call for re-inspection at 303-234-5933 ♦~~I • - ~ City of Wheat Ridge Commercial Remodei PERMIT - 080737 PERMIT NO: 080737 . ISSUED:06/30/2008 JOB ADDRESS: 9180W 38TA AVE . EXPIRES: 12/27/2008 DESCRIPTION: Add restroom on main floor (nochange in foot print) CONTACTS - owner. .303/422-2354 WheatRidge Pres Chu sub 970/535-9504 Brett Figg . 0-8-0159 Samton Plumbing Inc gc 720/218-2988 Raymond.Steffen 08-0149 Contract Designs By Steffen PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 18,000.00 FEES PermitFee 381.30 Plan Review Fee 247.85 Total Valuation .00 USeTax324.00 TOTAL 953.15 Conditions: JS - Foundation inspections to be preformed by the engineer of record and verified to the building division by wet stamped letter of approval. Grab bar handout attached -work shall comply with IBC Must comply w/.2003 IBC & 2005 NEC. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations oE the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and.that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and a11 other applicable wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issuedate. Requests for an extension must be received prior to expiration date. Anextension may be granted at the discretion of the Building Official. - 3. If this permit espires, a new permit may be acquired £or a fee o£ one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not . exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Eull fees shall be paid for a new permit. . . 4. NO work of any manner shall be done that will. change the natural flow of water causing a drainage problem. e. Con[ractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive writtenapproval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the apprwal of drawings and specificatioas shall not be wnstrued to be a permit for, nor an apprwal of, any violaticf the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is a~ ~ield inspections. Signature of Chief Bu' ding fficial . . date . . . INSPECTION REQUEST LINE.: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTSMUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ City of Wheat Ridge Cornmercial Remodel PERMIT - 080737 1~9 ~ERMIT NO: 080737 ISSUED: 06/30/2008 fOB ADDRESS: 9180 W 38TH AVE EXPIRES: 12/27/2008 )ESCRIPTZON: Addrestroom on main floor (nochange in foot print) CONTACTS r 303/422-2354 Wheat Ridge Pres Chu PARCEL INFO E CODE: UA DIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 18,000.00 FEES ermit Fee 381.30 lan Review Fee 247.85 otal Valuation .00 se Tax . 324.00 * TOTAL 953.15 U1L1Vf1S': - Foundation inspections to be preformed by the engineer of record and ified to the building division by wet stamped letter of approval. Grab bar dout attached - work shall comply with IBC hereby certify that the setback distances proposed by this pesmit application are accurate, and do not violate applicable dinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all asurements shown, and allegations made are accurate; that i have read and agree to abide by all conditions printed on this plication and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other P~able Whea~ VJ~x1rdinang4s, for work under this permit. Plans subject to field inspection. of contractor/Xwyfer date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and toqhe Zoning Regulations and Huilding Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. I . This permit shall expire 180 days from the issue date. Requests for an extension must be seceived prior to espiration date. An extension may be granted at the discretion of the Building.Official. I£ this permit expires, anew permit may be acquired for a fee of one-half the amount normally required, prwidedno changes have been or will be made in the original plans and specifications andany suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow oE water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. . The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or Yegulation. All an review is sy)al-e~t to_fy'e}'~d inspections. - iPECTION REQUEST L'1NE: (303)234-5933 BUILDING OFFICE: (303)235-2855 )UESTS NNST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division Date: &11611015 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 P/an ~ o Inspection Line: 303-234-5933 ~<oRro Permit Building Permit Application PropertyAddress: 5,o-3-5 Property Owner (p/ease print) !r/~ Phone3 ~n~ ~z2-Z35~ 2zv-zi8-ZQa° Mailing Address: (if different than property address) ( Address: ce ( ab w 3g{w x1/F. City, State, Zip: f u 1-4FA`Z 12iChqc L.'n ~!?es o30 Contractor: l <,/1on,r-1-1 6vc-;z. SE-. Contractor License 71~- Q I`'M M qWtY1 _ Phone: AOwUui tnlq. re..e~,.1,( c t`7 f :.~:~E~~ ~.35>• T'r~stj 0 Sub Contractors: Electrical City License Plumbing City License echanical City License Company: ~j~ t~. Company Company: 'v cr-Ic~ t~atfiF f...,c.1}C ~~'r:.r~-T `=P•,r'~-wti c~aE Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): _ Description of work: pjJ 6-1111xu 4~0 o-[ CI-~k4axic- lLk Construction Valu (as calculated per the I Plan Review (due at time of subm~ a: ~F 7°-= I Sq. Ft./L.Ft added: -4~)- Squares 6TU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all wnditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pertnit. Plans subject to field inspection. ~---Y~~ C/RLCEONEr. (OWNER) (CONTRACTOR) orRSONALREPRESENTATIVE~f(OWNER) (CONTRATOR) PRINTNAME K~1Y. wnu3 O75r:'~FFCi1 SIGNATURE:,a q O_t,Q„~Date: 6-J - DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. ~j Np/a'ROd.) TIJSPLi 0V$ lv Dc ftfUYIMj~D eq JXr-"/NM vorcrrr~-ru -~nf e'13 u,t-D,t,4c flrv,sro~J ay BUILDINGDEPARTMENTC M TS: OCCUPANCY: Reviewec ~ ~ °I,~'t PD` U`!~r FIRE DEPARTMENT:: ❑ roved w/ cortiments ❑ disapproved ❑ no review required Bldg Valuation: $ go N....". _ . . . ~ ~ . , v~ o eZ r ; _ : _ j s 60 ~`SSa ninuuunmu ;N :A-a,7v6rj4;$1-6 370,0z, Plleel eoc uM;v Lc. 8~.; td.5~.,~._.i4S....L'oL.urv~..R~Y...:....5~'e't~o.c~c.Fi.. S?.o...:....__.... . COLiVM~~ 549 ti 6E WRAAidED Rne A40#f?rMl.t°.~l~ fh;rD '&ocxub "m f 'vv+jnAvw Wt~ ~tra. Z- %i`x7s MADE BV-, ` A!lfance Development Services CHECKED BY_ 5440 Ward Road, Suite 240, Arvada, CO 80002 Main:720.898.0660 Fax:303.424.8134 CALCULATIONS EE DATE G- 12-D8 JOB NO. _ DATE SEC. SHT. NO -1 'i.: i ~ ...$100lI~K. TYns Dzan, Y,ee th, a.~ ot r In lh. 7. ol onr Lord w. tLauaand nlne hondnd and eixty-one F b~o M- »fcth. oom4c' Jeffereon, a body politic and cor orata ~ o f.Xm~~u oc coi~,ao, of nM yus, Ma Whea tridge . Presbyc.erian Church, a Colorado corporation ; of w• oo=aof. Jeffereon - ' •nd 8tab ot Colondo, of tha wcood pui. . Wf7'N8888I'II. That the uld Dar,/ of the flnt yart, [or and In consIGn{lon of the tum ot 40H4 .DA ~17R ,ya: DOLLAR6, to lh, uld D.Ky of the flnt part In hand pJd by the uld yaR ~ af the ~rand part, th• nnlpt whenof Is hanby oon[wed And aclnowlodted. 6A 1 nmLd, nlwsW, so d, tomt7ed'and QUIT Cf.AI][ED, and 6y qmaa pr<eenb do(y nm6a, nlaaw, wll, eonny md QUIT C[.Albl unW the uld yarty ot the wrond Dart, /T3 hrln. ~ow.mon "d wlrw, tonnr, All the r1g6t, dtls, Intmxt, dalm and Mwnd whl<~ the ailJ p.rt y ot the fint Dan ti.S In and b the tuloxtnt dueribd IT &i1D aItaato, Wng "d MIM In ILe , Comt7 of Jef f eraon and Sta4 of coiorea,,w-.fi; Tract of land in the W~ W~ W~ of the NWk of the NEk of S^ccion 27, Township 3 South, RanRe 69 West, deacribed as follovs: Beginning at the NE corner oF the W~ h'~ N~ of the NWk of the NElf thenr.r South a diatance.of 506.6 faet, thence weet a diacance if 20 feet co a poine on the clrcumference of p circle nf 45 foot raalus hoac canter ia 462.6 feet South and 20 faee WesC o£ the point oF. beginning,-thence Northweaterly along aaid circumference a diatance o£ 136.42 feec co e point 25`feet Wes[ of the Enat line of W~, W~, Wk NH} NEk, thence North to the North line of aection 21, then East a diatanc of 25 feec to [hc point of beginning. Thn South 1 foot of the Enet 20 Ifcet uf the W~ W~WII of the NWk of the NEk of Section 27, Townehip J South, Rnnge 69 West. The;west 25 feet of the North 290 feet of E]I W~ Wli of the NWk of the NWkoE"Section"35!-Township-3 Sovth, Range-- 69 West. ~ - 1 " k~t-a 6 TO IIwVE AND TO lIOLD the uma: loroth.r vltA aII and dngulu the appun.aeuneu and pdTilreu Nareunw blanAlnc or In nnTwbe lh.roento AD➢ertainln[, and dl th, esbG, deh4 titb, InbnsO And tLlm whataotrer, uf lh• ..Id pnM1 Y o( the flnt parl, eILher In law or iqulty, b the on17r proDU wo, Lonoflt and bahoof o( tho piId p,rt I, of lhr ~econd yaM1, If3 hdn and mlgns fonnt. IN N'ITNN89 WIIF.RHOF, 1'hq uld DtK y ot the flnl part ha t henunto ut hond .~a..,i in.a.rA.n. gor~id of County Co~mnissioners of Jet erson County, Colorado ~ . . . . ~ . ~ . . (SEALJ x.:. Slened. fieclra .nd Delhuod In lLa Cruma of ' i I '_(seAc) _ I _...._.[SEAL] ~ _ - ~ . (SEAL] - ATATE OF COLORA00, i ! u. ce.. iy or Jefferson ~ T~1< }DRgOIII( I(IIINT[(a{ Aim aCItl10MI0CjM DtlIOR Te I}IIl L\f OI ~~fl[ICT I~ n.,).iu 6i,by, plnurlce E.`Bauer, County Coemnissioner of Jeff rson ~ xxr}mm,ommut~tOto1 _ _ . KiX . Witncu my_Mnd and o!l41a1 mnl. ounty, I _ _ ~r . . . : : ~ " ? ~ . . . ~ ~4T . _ I County Clerk &•Recorder ! ~ ; : ~ I ' ~ ~1t ~r r~~~.t p..w ~.r.or w.~ ~.~r~ rn. .r um.. i u yIpr non vlh~ m M1{Na;wl~llt~ e~ olf4 W ~W i~ w u .ttarMi-ne~ ~~r 4wi~ rm MpM~~11~} ~+~rvW uW I~.fwl yr I.1q I rp~ellr ~ srerlo b1 Y Ar l(b.~~ul hr• ~ ~ L I ( w ~ T pel~l .ew~1 ~~M 1 1 NW ~lI1N M ~Q~MI~ Y l~l ~I ~+Ir / ...I pM1~ ~llt 01 VWar Vf lwn u( NfpOf~NV11Y§ Jl~~l.lIW1 I I H s ~7J. OOiT CL4tY NI/4 ° 38th Aven, 7 2 1?q I i I I I~ 124' ~ v I I N I 75 i 0~ I I ~ O I V1~7 - ' ~ 25 _.125! I I i I i C17 . I a ~ I ~ i ~ 10 81 ~ !55 67 ~ 001 1 ~ ~ 6 I r ,o - I N ~ 5 I ~ I 002 c i I (~7 Z - I ----------'"1 i . ~ n , ~ A ~ 4 I m <I 003 ~ '3567' I ~ I 3 004 " ~ 10 ~ i 0 (n 67 I ~ - ~ 2 I i N ~ a ~ i 135 67 ~ q I i 006 B zc n~n7-) IO 00 004 005 riA« : ,!Y Y liik z ~--1 ~,a~;•».. , „5•5;:~.,,; . _ . I . ,o i;•iv 1 H. ' ~1_'_ {~i:.o' ~ t r c _ ' I' ~r . . , - ~i ' ' • . . ' g,iipw AI,L ~Mitt DT'rguY Pilmm17, ~'fLatWo, `'THE CHUSCH : X'!illSTON AOARD OF THF. FRE59YTEHY OP DEN;VER SYNOD Of?, COLORADO, YHESi3Y".'F.itIAN ~ i I. CTJACII, U.S.A. I 1 ` , • ~ ~ c . - ~ OeaaVat' r Jaffarecn~-7-';. . aadBtauotCotocsdo, . . , • r • ' . I tor Wa oowldwtlon of tho aum Of - - - - - - - - - - - - i Ono _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Dollarf _ Inland pdd, herab7 wll md eonTaY to~ n body rclitlc •r.d ccr:c:r.tc of oI Wa Cannty o( ,iC f. C^f'on/ , fqKythe Binte af Colondo, chatollowinlrwipropert7,dtoateln[be Wunly of JCf.'CPrrn ' and 8[a4 of Colorado, to-~ic: ...io ..r'.ith 1 Coot OP '.~C ....^t :0 ."CrL o,. L'. , o:' .`r o(' Uic o.' thc 53, cc:lon 27 "-'7:' 3C9>~ . Tl-,e South i foot of the East 20 feet of the W%z of the W z of the W', of the NW'a of the NE; Section 27 T3S k69W. lcr.;!nne• of lT• ri1h,[10 deed 10 d.ad 1• , aooteClel U r.• ~7._..di7 of ~/d, l' of.._~^'t.""'.155~ r f d th~1 _ ..-~.air„e 195.s-. BOARD OF C07::'.Y COIIV.ISSSC':ERE .-F L(i lY PLAh:72NC CJ1IX'SSICJQ'FEFSOH CUVNTY, CC" OMCO, Y 57_-LC~-- Sfuaa"""'_' _ CC~ . . . . .:y . .r,~.~, ~1 W ail ita ~ppurt<nan". Birned.ad d.llrvdjOth d.y of '".arc!1 A. D. t9 = The Churc4,Tyx A'~,~oacd of Che Presby[ery o!' Cenvcr, S,noC o.° .:oler. :o, . Presby[aP~.gq~ ~~7.Uj1- 3. A. / . ; , O . f.r ~~i• ' ; ~ ' : . . . . -fsgALI ~ . ..Fr~iden,.. _._.__q ' . . . . . BR L) Trcasurr.rA . - : : _ _ , ILADO. ~ ,f Jefferson rn. cw+.oms wrt%me.et ..r W~o*i.ds.a e.ron tM. ~ qOth ~ aay ^ Marqt}- , A.n.v54,t;• Henry.D. aregoryi sa ~reeiaent an ~wia 4WStpnp" as~ ~ z Treaaurar, bt The Church Extension.;Board ol,.the„Presbytex~y~~Rty~ ; . . ~1C~IfYbmp~ptp~ ~ . ~ - X7pt[X Rknw vs ded aeb~eRkl~! ~wl.,, ~ { 'o, I ~ -s : 8ynod of Co7.orado, Presby eribn Church{.U, S. A., a corpG - unw~w 4 • Ny commlasion axpirea - Y KarahtYl~' 1g59~ ~ ~~ara oyerT 0.1 f~+4„'.`i ro - Vn ::i . ~ . . , - _ . ' . . - . . . ~ Fi . How k Tent Daan, x.a. wu a,l,r June in u,. Ynr of oarcardawtLwwndo1. s~oend.rdflfty-flv• ,b~tw"n TM C!1[1RCH FXTENSION 'BOARD OF T}18 PRESBYTERY.OF DENVER ' i: & ourpantinn dulp ore•niaed Amd evtAUnR undet nnJ M1y Mrtur of lhr Iaw. o( lhr Pbiv o! Col orad o , j orinen.,tp.n,.rn T`E Wfff:A'1RSDGE PRESDYIERIAN C!ILRCR ~ ~ A rt.rpor0nn July or¢hulvd u.d eil+llnr unJcr nnd Ly vlrlue o( the IAw. o( lhe 8lAte n, Cp10f ed 0 ,,f ihe .rnnd p.n, . \YRNF:qAfTli, Thm Ih~ ..id P..ty o10- nl.t r..i. to. ~nd In ean.ldenqnn .i th,• rvtt, ..r Ten - - ' - ' ' - - - - ' - - ' - - - ' - - - ' ' - - ' - and other - - ~ good and valuable r,onsideratlon~ Io iha .dd parp' of the dnl VaK In hnnd pdJ Ly Iha Pdd yartY n( tLe raeoVJ pnr1. Ihr rerellq •L.it„ i, cnnfr,rM And ~cknox9nlarvl, halA remlied, n-lonwd, wld, mnvtyed And QUIT CLAI.IIF:U, And Ly th. ~n. „ Ju. - nml.e. rrlr..r, .ell, <onvq' A nd QUIT.:C4ADI unto lhe IInld 'pm rtY of lhe rceond Iiu n, iV .un•r.•.... :.o i...ixri. . furrvar, dl the rlsh4 dtlr, inter,.t. dilm and demund wM1ItA lhe .nid wrtp of the tini p„rt h.:L 1. .'.16... . fi"lin.lryr d-trlMd allude, Illnt AMl WlrRiY.ih.. i ~'nuniy o( Jefferson ~.,nd siAi, rt •''I'he North 507.6 feeC ottha 'di'd}W}ttYi of the NE~,.o: Sectlon 27 , ` Tovnstiip 3 South, ftaqge oy Wost, togatnor wltn inches of vaGe: fraa tho Rocky 1lowitAin Ditch Compary and all ot;ior vater and ditc~ rignts belonging to and appartaining [o seid land, togetiier vl:n _ perpetuel righ[ to usa of va[ar from Che spring of va[ar on Sj"o-EjFE#Mdj of Sectlon 27, Tovn;hlp 3 South, Range 69 'dest, except ell Srriga[Son rlfhts of way and road or streat rignCS of vey. 8.3 '1'U II.\Ce A1U'1'U IIUTA thr ume. to¢r~her wlth nll ~nd ein¢ulnr Ihe aPVUn..un.,~~. end ~~i.~i~r. . inrt.um., I,..lon¢Inr. ~,r In nn)'+i.r ~Larvumn .p~wrtduiuk. uvl nll Ihr rv~.lr. nyhl. tltle, Lrtrmn nn.l rl~nn wL.i~~...~,.r. ,d ~h~~ ..i.l I,vq' nf tLe (Inl I .nrL cithrr In I.w „rb, tL.. .nd; P^.p.~ n.I...n~0i un,l I..b.nf Itf tI,. .i.i th. . .,t.~nd perL LLA Aurc.•nnrt, and nnlKnA (ntcr,.r. ' IS \11'I:CEJV 51'11liltliU!'. Tha .eld puq of Ihr lirnt ynl buth rui.~J hn eni~rorxtr uniu~~ tu L,~ nrr,unlo .~L.crlL..l Le li. 1'm.L4nl, u,il 11, r.rV•, ~~~•.-d i.. I.. 6.r.•mr.., Itilur,l..n~..i.q e" u. .tvr.i.r'. ih. I.p w.d Li µ J~nvr p riltrn, ~ ~ x..~..~..r. . C I(X TftE CHURCH EXTENSION EOARD OF ~ Tlfr. PRESBYTERY OF DEiI A-X, f.x - . , , iFAL : a.. ~ y iAc:~ ✓ V lq. 1 tiTAT}: pF CUIqItAll~ ~ / ` ~ . '....~L~ ...~...Co~nq Th~ fa~(~ealn, In.trumrnt Atu/ 4rwy ~ed befure m, thl. 2 1L/ d-y ~d June Iv 55. G)'. ~u u PradArnl And - The Charch Denver, ?L ~ ~ ~ ~ 9ecrct~ry of p Q , t'.rreabytery of S , . LZ •carponUon. ~ M7 mmmtstAbn vciuA...mrn.a.n,j4eW~ ~J(~•!:: ~ ~ ~ . ~~~h~~i~~✓QdNf~' .L(f_..~~~-.✓.Y.....lr...~~i~[G,~ik- ar-Jf~~ t.., M. . .~N~•n iv~dk...... HAI~ti M. Qw Y~~, MIwY Lnl ~w4 D+..w • s.o.,u~N'i12~N~1 ~n Tiavnr:en, v.a.ihi,]50h d.yof July ~ In lhr 7r1 o7 our Lord on. LAouuod nlam6um4vJ eod N 1% l Y j b.ln«n JEAN RINNANDER ❑ERRY of Chc Cnunty uf Yiu•tcopn , . nnd GERTRUDk: RINNANDEft F'ROF:U'd ' of the Countl 01 Je f f lv5on md 84b of Color.do, o! the [Int Varf, and Y/FIEATRIDGE PRESDYTERIAN CIIURCII, u Colurndo 5 orporetlon th. Covaty ot Juff(ireon and 9ia1e of Colendo, of l60 ~x_ud part: _ t ~ . ~ ..~r. ] %."1!1 511) N'ITNICYBILTIl, TT.t lLa uld put lun o[ lLa flnt put, (or "d In ronildmpon a( the ~um o( ~ Ten Dollnre nnd olh,rr gnoA nnd vulun6lu cunKldcrntlon ggKaw lu Ihe uIJ part 1 U5 of the'fln! Fart In h•nd n•ld Ey the ..Id pert o! lAa utond p.M1, lhe reeelpt whoreof I. hervb, eonle..ed and aeknoxlodRi,d, h. ye Rnnled, bar¢aIned. wid and tonTeyeJ, and b) Lhese pn.anls d+ Qrant, L-rR.ln. sell, eonrry and eoMrm, mb Lho uld yut.Y . of the snond p.rt. 4 Eoln and ml¢ae fannr. aIItEe followln[ dewdbed lot or yamd ?`tof koQ dtwd, 171n¢ and be1nR j, In w. -;,~~wunq ot JeSferxon ~nd 84U ol Cobrado, lo-wltt 0 'fha North 280x;fout of thu E} of LhqW}.-.of tha Wi ot the Nw} ot Cho NEf ol Sec[Son 27, Township 3 South, Rangc 69 Wcat`;'EXCEPf the Nurth 205'fcot of the Enat 75 fcet [hcreof, nnd Except the Wrnt 25 Sret Lhcrcot, and nll cxlnCinK *o%dy, dltchex, u[111 U ue:, plpcllneH nnd enncmcn[x thcri•lur, rrnerving to the pnr[Iex nl the 1 L-nt pnrt nn cnr;cmcnl nl rlght ul wny Ilvr Icul In wldth extcndlng L•om the SuulhcnH[ Curn(.r u1 tho ~ lund convcyed along thu EaHt buundury thcrool tu th,- Southcnst Carncr ul Chu 1¢nd hcruln exci•pLod, u ~ dlnLnnr.v nl 85 lvcl morc or Icer;. 7UCF:I'llh:ll wllh .II and dn¢ular lhe h1reJllamenl. and sppurtrnAnon l6.rmo Lr1onFlnR, or In snywim .ppanainlnA, and lho rttnnlon and rcrenlons, rrmalndcr anJ mmslnArn. r•nG. luun end prefit)i Ih.n.lf; xnd JI tA. e,Iatr, rlAht. tltlii. Intrrrat, clalmand demand w hatv. trr n! Ihn wld pert1UF u( tAa flnt Iart, ritM.r In 6w or Multr. of. In anJ lu the aIw,a LnrFdnrJ pmmL~.. with lho A.redl4mvnla and .rr.ri.n.nr,.. Tn IIA1'Y. A\U 7U Ilnl.ll thc reIJ p,cml.-.n dnrn L~rw~ln.d end d.errlimd. rilh thn ~ppurt•nnnn... unlo lhe uld p.rt Y nf the ..n,ml P.n. A,in .nJ ~..i~•n~ f~,n.mr. And lAe snLl Part I I•N tA,. f-t p.rt, f.r Lhum -•IVCK bvln, nam"n. ~rol odm1n61n1,r, do co,.run4 Rnnl. Wrp.In.enJ .ar., L. anJ wllh the ..IA p.rt y o( tha swun,l P•rt. 1 lR hein end udRm, tAnl st lhe tim• of q,.. ,n..nl. InF .nd J,.Ilr,ry uf Ih..- p„nrnt.. lhpy nl'p well ~.I~.d o( IL~, pn.ml.~~ dnri, tontry~~l. ~~f ~~...I. r.ure, ,rfrct. ~L~alub and InAeli e.Wb of Inhrrltancr. In Iaw, In A. ~Impiq end M VL [~w1 d¢Lt. full pmr4r •nd 6~(ul .uthnrlll ln ¢nnt. Irr4aln, ull and rv.nn~ Ihr r.m. In m.nn..r anJ form u~(rn.nsld. ~nd thnt the um• •rr frn and cbrt fnnn oII furmer .od olErr psnb. IrrrJns, ulre, 16n., Wes, wnsmmts ~od eneumLnnn. of •IuU.rr4lnJorwturewc.,r, exaupt gcncrnl tnxcn lut• IUGQ pnyublc in 191i1 and npucl¢1 und MollutTunucl nHni•Snmunts lup, lU60 und yvarn xubnCquunt . ~ A ' . ~N and the ~bez ¢dn.d po-ml~.. In l6. qulrl and pnn'Li• pnu.u6ro nf lAs rald p.n y,t of thn r•rnnd pmrt, Sltl hdn and wigns a¢alut JI anJ rr.q pnan nr p.nonA Iawfullf eIAImInR nr In rlJu the wbol* or sn' prt ll~.m., tA. uld p.rt 1 pg' o( IAe flnt Mrt .hall snd .III N'Alll[ANT ANU Y0I(LVr1t,p);}'D. ' IY N'ITYF]tY N'ilEN1:UY', tA. rdd Part luy of t6o flnt P.n h. h~rsuoW wt,t}~C.1Tb1➢~n~Y.Y~,~ . and ~e.l lA. "1 .od 1..r llnt aLore wriltsi • . . . , . • - , „ ~tit.s...~.r . . . , , . : ATA . OY X[StX~7[70C ARI'LONA i)' - c..unI, ot yAAICOPA 1~~ 7p. fon[oln, Instrummnt wu aeknoiMd{ed bdon m. lhli J ~.de7 0{ 'JU l Y. . A. D. lu BO , by JEAN RINNANDL'R ~BSRRY and GERTRUDE R1NNA2{DER FROEBE k7 eommluluo oylrn Y) QXMYy$bq (*ky ~~12M 19. WltneN m) 6tcd Iand o!lkVl sml. ; "S \ I ITGM ~~a~latraz-& v~azshi GASE Nc 1 ur- yt- `t '4PPc.cc.4w: -s 517-6 i ~ h~,~S cN ¶EKEO 149 ecNC€er~ ;wsi~s ~I 1 ~i i j- ' i I I I ~ I KATHKA - LOPTIEN n,.:, ~..b~.nwm { P,om~ r I ~ ~ J d ~ $ 3a ~ 3 0 i ~ ; o ecl No' oe~e: MAY8.97. o~..~. _ AVPmreJ- t 1 Pevisions. . r,ue: SITE P~AN S~ i I . PKDPG~Ep GjTp~m WoFz,~-Imlr- GENTrr, City of iR:Wh6a *d p COMMUNITY DrV,ELOP)V EM g i1R �* ��: N► X11 • #a • } •} �• Address: Plumbing: Mechanical* el 7, iz- d � �t A w WNUI of permit: The issuance of Wheatri 9180 K 38th A ve' Wheatrid CO REMODEL OF THE XI TNNoNC STRUCTUR Plan checker Work shall comply with 2006 IBC, IP , IMC IF GC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes t ixtt This design is an instrument of semicis and is the exciustve property of VisionRoint, Inc., and may not be dup7ica disclosed, or reproduced without their written consent. Copyrights and Infringements will be enforced and prosecuted JV' t PER The Existing Monument Sign. CLIENT: Wheatddge Presbytedan Church 9180 W 38th Ave. Wheatridge, CO A"ROVED &1*0 to RW lnqx Wfwat Rklp Su" I DAW_11)� OF low I w Mv Appears to be a spare conduit I . = CLIENT APPROVAL. W. Copyright This design is an instrument of trenriort and is the exclusive property of visionpoint, Inc., arm may not be duplicated, disciosed, or reproduced without their written cons Copyrights and infringemerift will be enforced and prosecuted. DRAWIAG # PERMIT COPY 9180 W 38th Ave, Wheatridge, CO Copyright This design is an instrument of service and is the exetusive property of MaiOnPoint, mc., and may not be duplicated, di Bed, or reproduced without their written consent Copyrights and infringements w4f be enforced and prosecuted, 1961 S, Ingalls Ct Lakewood, CO 80227 303349.2611 fliley@visionpointsign.corr