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6033 W. 40th Avenue
City of W heat dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building F: 303.237.8929 August 12, 2019 Owner/Occupant 6033 W 40th Avenue Wheat Ridge, CO 80033 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201800711 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 9th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridize.coms City of Wheatge COMMUNITY DEVELOPMENT www.ci.w heatridge.co.0 s u L' L x c� O 0 4J 0 c c cv CO 4J 3 U eoa on G. 00o F; q y CGz, A N ro 41 uaL u O r4 w0tp ro r \ w 0. i Awa rf 44 41 m V o 14 C ti E.. a' F U ,N G +r o3 u �o 0 0 O w bi o Q oo t7 M maw b O O c N W y 3 Cn r -o �" 41$ G4 H q ro" 4-4 o N L Y U d 3 ro t3 u CJ vO 41 01 o 0 Vu 6 Z3 u �°„ c c4 Q a > . o 0 a ro w �I _ ExMNCC CC o y X300. M m ro o w -rl V y A0 o �+ Uj 0• �w NC7 ° z F 0 0 m 0 b w LG � 3 w o c7A� 3 N O 0 0 O cc � 4-4 A O o U .) 1 N ti uW� u o ZE-o,U zOcGrx b H w N 41 U m 0 b y C 30CY.Q0 N o o U a a E- a:9 OU0.0,r� 0 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll m -r."al Id-fiv, Job Address: Permit Number:.—/ 01 Lj No one available for inspection: Time /Awl PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W i- ` l}(i f d�t1U t / `- l.� .' ,'�r ELL r Job Address: k -r �-!O.� Permit Number: ' (j(,"0'? I I LlNo one available for inspection: Time lot Re -Inspection required:No When corrections have been mad�/e', call for re -inspection at 303-234-5933 Date: (/* ",1''(( Inspector: ; r,—c l o,.4 -ft DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: %);?, ) ;?, L F I Job Address: �J& V11 L_i1) 4P A1V _1 Permit Number: ❑ No one available for inspection: Tim�pM Re -Inspection required: Yes No When corrections have been made, cail.for re-inspectio�a393-234-5933 Date: InspeS DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 463 CF1, Job Address: 6 1 Permit Number: i ` t k )n""r—. It T7/ ❑ No one available for inspection: Timed dM Re -Inspection required: es No When corrections have been made, c 11 for r inspern-at-30&234-5933 Date, _ Inspector: DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `�o�` �s'nd 41P Ck'I'l � Job Address: qGy k /IV, ,° E Permit Number: 4'" ❑ No one available for inspection: Time AM%PM Re -Inspection required: Yes (No) When corrections have been made, call for re -inspection at 303-234-5933 b Date: k �` q Inspector:` DO NOT REMOVE THIS /NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTILO14 NOTI�n % L40`7- t-�r1lrr . �vr� Inspection Type: 30-5-- ins v la �, cry Job Address: too 3 3 !A! `-i D-4-6 j9 L -e Permit Number: `0 0 ) 43 C, Q `71 1 ❑ No one available for inspection: Time = D AMPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234- Date:-$ / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `1 11_j c s r~ c r r% r i Job Address:ar'_��a Permit Number:.�� ❑ No one available for inspection: Time f C AM& Re -Inspection required: Yes �o I ��---'` When corrections have been made, call for re -inspection at 303,-2314-5933 Date: -\ L V� Inspector: C��-,', L,)v-e t 2� DO NOT REMOVE THIS NOTICE �f i CITY OF WHEAT RIDGE BuNding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE SP 1- A] 'D r S �v re Q �c � Inspection Type: S a c- L`� r --y wa J 1 S' c r -e w Job Address: too -373 w L -I Q � we Permit Number: 'a o I -6 a 0 -7 / ❑ No one available for inspection: Time = &MIDIVI Re -Inspection required: Yes 0�) When corrections have been made, call for re -inspection at 303-234-5933 Date: /0 f L -d.5--/ Inspector: _7`t) DO NOT REMOVE THIS NOTICE im i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3105-- ensu ).-4: on Job Address: (vy 3 3 W 1-10 Permit Number: `9C IS o C-7 i/ n Pa r, ❑ No one available for inspection: Time q = 37 (9/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: /o i-7 S Inspector: —T -b DO NOT REMOVE THIS NOTICE MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 18-064523 Fax 916/676-1909 KENNEDY HOMES - 6033 W 40TH AVE The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West -Fort Lupton, CO. Pages or sheets covered by this seal: R54735714 thru R54735718 My license renewal date for the state of Colorado is October 31, 2019. A17 July 11,2018 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. f i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC 55an�+i-�«r'S Inspection Type: 3 / ' (Ro L,q � , Job Address: too -3Z3 W L) o .)�h A c,.e Permit Number: a o l cS a o -7 1 1 ® k 40 f V) 5,(J In P ❑ No one available for inspection: Time `7 = s`7 0/PM Re -Inspection required: Yes a When corrections have been made, call for re -inspection at 303-234-5933 Date: /o l b l 8 Inspector: --7-D DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 Job Address: iO'� Permit Number: 121.80Q711 ❑ No one available for inspection -:Time l� �'i AM/PM Re -Inspection required: YesNo/ When corrections have been made, calf for re -inspection at 303-234-5933 Date: Inspector: Mff DO NOT REMOVE THIS NOTICE KA i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 301- , o vq F r—ctir,r.n Job Address: & C 33 L) q V -LAA foe Permit Number: _DC /'& 0 o 7 ) ) r-- {� �r t1G i7 t f a i rl �1 n 9 rU D oS41, 01, _P1 .1, 4, M ❑ No one available for inspection: Time `l = -3 1 A PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303 -234 - Date: ; o i I-/113 Inspector: `-T 6 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line �Q (303) 235-2855 Office • (303) 237-8929 Fax Of INSPECTION NOTICE Inspection Type: 309 R 4 /, 310 FMA. Job Address: Go L,10'1"' ✓ Permit Number: / (-7,0711 ❑ No one available for ins ection: Timet AM/PM Re -Inspection required: Yes) es)No When corrections have been e, call for re -inspection at 303-234-5933 Date:O /9 _Inspector: (` DO NOT REMOVE THIS NOTICE �C� i CITY OF WHEAT RIDGE �� BuiCding-inspection°Division (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPE TION NOTIC Inspection Type: 314, io o ua � Job Address: &0-3-3 W '4016-4 Permit Number: '�? 0 /F d o -7 1) ❑ No one available for inspection: Time = � c./ /PM Re -Inspection required: Yes L'M When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ o/11 1 // ss Inspector: _6 DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax yo,d- C aerl Ale )et- ire /ectlg< INSPECTLON NOTICE i/01- as El/7-C Inspection Type: S)3 - P o E,g d nq 4 r ,,, en Job Address: �, o 3 w �I 0 4J r-� Permit Number: '-d D 1 2 O O-7 1) ❑ No one available for inspection: Time 9 = S-1 AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: "-7 IJO IJq Inspector: 1 DO NOT REMOVE THIS NOTICE 5 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE SO -7 /y) LS Inspection Type: -1-IM? - Job Address: 6 o 73-3 w LI c tti t.e Permit Number: �P e 15Z 0 Q -7 1 1 ❑ No one available for inspection: Time = 3 q M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: f 6 DO NOT REMOVE THIS NOTICE 1* � I i CITY OF WHEAT RIDGE Burflding Inspection' -Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 3-0q- Vapor- as-rr`�i INSPECT naNQTICE , Lf JO- r� n Qw' Inspection Type: `'�o R' �� na l P O D Job Address: 0 -33 w C! 0 1► i� ve Permit Number: -a 01 S t7 0 7 ) ) ❑ No one available for inspection: Time 1 I = ) -0 <PM Re -Inspection required: es) No When corrections have been made, call for re -inspection at 303 -234 - Date: 9 ILI/ 1 Inspector: `-T1> DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -304,- /,yj d Job Address: 490-33 W t-/ D Iq ve Permit Number: a o IS o o-7 1 J ❑ No one available for inspection: Time `2�z y S: 49PIVI Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,d awl l q Inspector: Tt5 DO NOT REMOVE THIS NOTICE q 1 M !r� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 4,- m d- Q o o Job Address: (P 0 33 w y o 4A Ave - Permit Number: 2© 1 S U o '7 1 1 Ci- Roo -P UV v4 mve I& 4e -7S--f/6_ ❑ No one available for inspection: Time OPM Re -Inspection required: (9 No When corrections have been made, call for re -inspection at 303-234-5933 Date: s a c 41,F Inspector: -7'I�, DO NOT REMOVE THIS NOTICE 1_O I* � 4 i CITY OF WHEAT RIDGE - �'(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE 11-7 Inspection Type: 7303- -//, '" Job Address: i�o 0 3 3 W L/ O t4 �,e Permit Number: -D® IS C 0-7/ I ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 13 A / 8 Inspector: TN DO NOT REMOVE THIS NOTICE C ity .11 w i"e at is g ' Cite of Wheat Ridge Municipal Building 71(10 W. 29`t' Ave. Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.235.2817 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 6-14-2018 PERMIT# NOT PROVIDED 9 0 )g O © -7 /J ADDRESS: 6033 WEST 40TH AVENUE, WHEAT RIDGE COLORADO LOT 2 , BLOCK SHADOW HOMES SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all recently constructed building corners as stated herein have been found by me to be in compliance with all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge, The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 20' REAR: 5' SIDE: 5' SIDE: The MINIMUM ELEVATION has been determined to be: 5412.9' The above measurements have been determined on the following location: 5' (NAVD88). Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print _ CA pW a%S S . FA4 44E�" Date _ �o� 1��ct` ZOD Professional Survevor (Surveyor's Seal) FOR OFFICE USE ONLY Approved by: Inspector Date h� n a .ci.w 11Ct111-itIL'e.cr�.0 ti Rev 09/17 0 5.38' 7.81' 1"= 20 Lo 5.23' •-+ EXHIBIT 6033 WEST 40TH AVE FORMS ONLY N89'55'35"E 45.70' .�P�p REGIS tl _-29Uff - : g = .6-14-2018•• >- t. I 5.67' I I RD, I 1 4' RAs11C CM PLS LOT 2 2D04d r MYSFT i `' I e SHADOW HOMES I • o FW.I C SLIBDI VISION ALLU CL 1AV2 FORMS ONLY 2' PLS Ab ELEVATION'S ARE TO TOP OF FORM I 00 I m oft` r I�I I N 89'43' 11 "E _ 6.30' I COI I �I �n 5.9'5412.9• L_� MI 8.6' I 5412.9 •0' n 20.3' I 5413.0 0' I 31 I � i -------------- c0L----------- ---- 10' UTILITY ESMT. O PER PLAT O Z FW, ' '/4• R'`s'"` °"P N 89'55' 18"E 52.00' RV Ffa. 3 1d3AR Rs 28048 6.5' ROW DEDICATED PER PLAT a. KST 40TH AW9VU£ � Pusrrc CAP no' ' ' 3 R£8M 10' UIIUTY ESMT. • M 2 Rs ao4e I �' P£R PLAT FW, 1 1/4" RAM GP ON N. i sue R.5 20M 2' , 4' �T - — — — — — — — — — — — — 1 I I I I r f i I I ZI � s41z.s' � f I in 1.6 5413-0"19.6 o a 541 13.0' 5412.9 15.1 I 413.0' .�P�p REGIS tl _-29Uff - : g = .6-14-2018•• >- t. I 5.67' I I RD, I 1 4' RAs11C CM PLS LOT 2 2D04d r MYSFT i `' I e SHADOW HOMES I • o FW.I C SLIBDI VISION ALLU CL 1AV2 FORMS ONLY 2' PLS Ab ELEVATION'S ARE TO TOP OF FORM I 00 I m oft` r I�I I N 89'43' 11 "E _ 6.30' I COI I �I �n 5.9'5412.9• L_� MI 8.6' I 5412.9 •0' n 20.3' I 5413.0 0' I 31 I � i -------------- c0L----------- ---- 10' UTILITY ESMT. O PER PLAT O Z FW, ' '/4• R'`s'"` °"P N 89'55' 18"E 52.00' RV Ffa. 3 1d3AR Rs 28048 6.5' ROW DEDICATED PER PLAT a. KST 40TH AW9VU£ � Pusrrc CAP 3 i CITY OF WHEAT RIDGE / Building Inspection Division J(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 a 3 - M 'cc - Job Address: !o o -3 W L) o -'Lb e Permit Number: o / 4s o 0 7 ) ) SP4- back- e4e—, rec-e,ve ❑ No one available for inspection: Time = q c? (AM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: /S / Inspector: i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: U�� Job Address:. L/ Permit Number: 17. ❑ No one available for inspection: Time '``� 6M PM Re -Inspection required: Yes,-'1Vo "_" When corrections jhavv�e been made, call for re -inspection at (30,3`-234 JJ -5933 Date: � !,3- / Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 60 �U ` Permit Number: ©)j/)Q ? / ❑ No one available for inspection: Time t° ° AM/PM Re -Inspection required: Yes (No / When corrections have been made, call for re -inspection at 303-234-5933 / /7 Date: / /0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: lo ca Ise` -S Job Address: Permit Number:' ❑ No one available for inspection: Time Re -Inspection required: �Xe�tNo When corrections have been made, call for re -inspection at 303-234-5933 Date: �) Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303)237-899.9 Fax INSPECTION NOTICE p Type: 9V Inspection T e:, — 4;b Job Address:O3� /-/o* Q -«-Q Permit Number: CPPQIY 27 t ) ❑ No one available for inspection: Time A /PM Re -Inspection required: Ye (_ N When corrections have been made, chfi'fdr`re-inspection at 303-234-5933 Date: (9 ' /I /(T Inspector: �x/ 9A�9___ DO NOT REMOVE THIS NOTICE f City of Wheat Ridge �/0000 Single Family - New PERMIT - 201800711 PERMIT NO: 201800711 ISSUED: 05/21/2018 JOB ADDRESS: 6033 W 40th AVE EXPIRES: 05/21/2019 JOB DESCRIPTION: Residenttial Single Family Detached Home with attached garage. 1945sq ft. Ranch Style home. *** CONTACTS *** OWNER (303)908-2788 Hussein Garcia Kennedy Homes LTD GC (303)908-2788 Hussein Garcia 180136 Kennedy Homes LTD SUB (303)502-8481 Jose J Silva 180080 Unique Construction and Assoc SUB (303)667-2650 Juan Ramirez 160274 All City Plumbing & Sewer Inc. SUB (303)597-6003 Ryan Maestas 180123 5280 Heating & Air Cond *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / 2 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 194,500.00 FEES Total Valuation 0.00 Plan Review Fee 1,134.12 Use Tax 4,084.50 Permit Fee 1,744.80 Engin. Review Fee 150.00 ** TOTAL ** 7,113.42 *** COMMENTS *** *** CONDITIONS *** As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City.Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.All roughs to be done at Framing Inspection. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, _one tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I , the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfgr' ed and that all work to be performed is disclosed in this document nd/ its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance anting of a p it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co e an ordin r re lation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: WheatRdge / COMMUNITY DEVELOPMENT Plan/Permit Ul l Building & Inspection Services Division '/ 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 - Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us Building Perm it -Application *"* Please complete all highlighted areas on both sides of this form. Incomplete applications may not :'P�1111sed. *** Property Address: _( � �% "[ � /'yt Property Owner (please print): a'opA**Vj cro Phone: W� - qvY"Z7S0 Property Owner Email: �� �� �l �IA in UGVI �� re , com Mailing Address: (if different than property address) Address: 4-7z;R N 166 � `�T- City, State, Zip: V10V9r j f )bel C �a Des I 11^ /-0 /� ✓ / t� /, Architect/Engineer E-mail• C I b, A���1 I(.� h6_f_ '�ji 11.J�Phone: �I -7 0 --l'50-7— Contractor: l'50 - 7— Contractor: `i kMgr t17) I Contractors City License #: r(�� I / J Phone: �� 4-2700 Contractor E-mail Address:V1 l ( i 0 0- OW (0 SAV "I t �(I re-, COw For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ' I! V l « � �i(� Phone: '20'3 —00/� CONTACT EMAIL(p/ease print):�i��(�ll/11UGV1- �&AtMrl . L"oH/j Sub Contractors: Electrical: W.R. City License # Plumbing: W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ,a,RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE A ❑ ELECTRICAL SERVICE UPGRADE 'NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RE bDENTIAL ROOFING ❑ RESDENTIAL ADDITION of �WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garaq� sliedeck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage,'shelieck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) a 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 I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: OWNER) JONAC )or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):G I DATE: LO l ' • DEPARTMENT USE ONLY Ci OCCUPANCY CLASSIFICATION: ZONING COMMMENTS: Reviewer: /hJ \C-1 BUILDING DEPARTMENT COMMENTS: �} 1 Reviewer: J paowe, WCP#c-- Go NTS = /1 Rrf C�qA114 AS 59cWAJ CA! P -4 -:0 - Py. / iVN 3�26�iB LIAIEG 5/TE F"4 7o Fpr2-t---i'9GT Ab.)AGC-r -r pacp�RT/rte G, FRcM -TJeRA4Wa7'E)a tawrFF Pw AFP9"AL. Building Division Valuation: $ Oli lO$I� 5 �o- 2c> 201 09: 50:2 OWNER'S CER7717CA lE I, KATIE SORENSON. AS OWNER OF SHADOW HOMES, INC., BEING THE OWNER(S) OF REAL PROPERTY CONTAINING 14020 SQUARE FEET DESCRIBED AS FOLLOWS: EL OF ND LOCATED IN THE SOUTHWEST 3 SOUTH, RANGEC69 WEST OF THE 6?H PRINCIPAL MERIDIAN ,OCITY �OF OF ET RIDGECTION 24CDUNNYOF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE EAST UNE OF THE SOUTHWEST QUARTER OF SAID SECTION 24 TO BEAR S 00'16'49' E, A DISTANCE OF 2638.65 FEET, AS MONUMENTED BY A FOUND 3 1/4' BRASS CAP PES 13112 AT THE CENTER QUARTER OF SAID SECTION 24 AND A FOUNT • 1/4" BRASS CAP PLS 13212 AT, THE SOUTH OIJARTER CORNER OF SAID SECTION 24, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST Cr THE. 6TH PRINCIPAL MERIDIAN THENCE ALONG THE EAST UNE OF THE SOUTHWEST QUARTER OF SAID SECTION 24, 5 D0�6'49' E A DISTANCE OF 1649.16 FEET; THENCE S 893SOUT W ALONG THE SOUTH LING OF THF NORTH ONE-HALF OF THE NORTHEAST OJgRTER OF THE SOUTHEAST QUARTER OF THE SOUTH V,FST QUARTER OF SAID SECTION 24, A DISTANCE OF 193.00 FEE? TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH UNE, S 89'55'18' W A DISTANCE OF 704.00 FEET; THENCE N 0018'49" W A DISTANCE OF 149.95 FEE P, THENCE N 69'55'35" E A DISTANCE OF 83.00 FEET; THENCE S 0016'49' E A DISTANCE OF 74.97 FEET; THENCE N 99'55'27' E A DISTANCE OF 21.00 FEET; THENCE S 0016'49' E A DISTANCE OF 74.97 FEET TO THE POINT OF SECINNINC. SAID PARCEL CONTAINING 14020 SQUARE FEET DR, 0.3219 ACRES. MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF SHADOW HQM SUADWIS19M A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE. COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED ANU/OR MUNICIPALLY FRANCHISE UTILIZES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRLICTON, INSTILLATION, OPERATION, MA N7ENANCE, NEPAIR AND REPLACEMENT FOR ALL SEANCES. 7X15 NCLUDES BUT IS NOT LIMITED TO TELEPHONE AND EIECiRIC UNES, AS UNES, WATER AND SANITARY SEWER LINES. HYDRIN TS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS. STREET LIGHTS AND ALL APPURTENANCES THERETO. T KAIIE S 'RENSON AS OWNER OF SHADOW HOMES. INC. t r10 TART PJM STATE OF COLORADO i"m CiMf1.�...OwF COrI�OMW COUNTY OF JEFFERSON ORpprJres., � 1,-_'SS THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 1,1!DAY OF 004o6f 2017 Bviya�.Lc 5mre.,son_ WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES- NOTARY XPIRESNCTARY PUBLIC ----- CITY CERT?ncAT10N AAP.PPROVED THIS j�hyy OFa DG (/2017 d9' THE ptt OF WHEAT RIDGE. 41--TEIT COMP ,,:VPPM IOR -�- 1' IRECT OF UBLIC WORK -S ACCEPTANCE OF DEDICATED INTERESTS IN REAL PRDPERTY THE CITY D WHEAT RIDCE COLORADO HEREBY ACCEPTS TYc OEDICAION AND CONKyMCE TO THE QTY OF THOSE LOTS. TRACTS. EASEMENTS, AND OTHER INTERESTS W REAL PROPERTY DENOTED ON MIS PLAT AS BEND DEDICATED TO ME CITY FOR P.UNLC tDRPOSFS- /1MPf O THIS TpAY OFi')pIl r '1ot7q, THE CITY OF WHEAT RIDGE. A st: OE WHEAT CLERK ' .A, ( C SEALIF �OLORA� CLERK AND RECORDERS CER71FIC,47E: ACCEPTED FOR RECORDING IN THE OFFICE OF INC COUNTY CLERK ANO RECORDER O JEFFERSON COUNTY AT GOLDEN, COLORADO, THIS '1Q DAY OF QL1nj5&R 2017 �W,tl c �.� JEfFER<ON CWN✓1 L_nY AND RECORDER ice" i y( .A_ ♦4: 4 BY:-JA46"_LJ=p� y 1�. ,. OEPUTMCLER!'. r�.A� r'nRED r9'. KURT LIN'N AND SJCIA IES 8790 WEST C LAX oV,A, IF GNiT 20 LAKE WOOD, f� B 015 3'03 -?.33-1171 37-;891 (fax) JOB $ 1705-05 C'A5E H1370RT I___.__ - 4ES1 J8M VICINITY MAP: 1 `= 600' UNPLA TED ZONED C_ 1 N 706984.17 E_12342122 22 UNPLA-T: 7CIVED C'_7 PARCEI -f • k NLMOAD R, T- r11 10' UTILITY ESMT. HEREBY GRANTED BY THIS PLAT EXISTING ROW LINE N 706E E 1;34 SHADOW HOMES SUBDIVISION BEING A. PORTION OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 1 -'-,-- - - II -'-- lnOrz,ATE l LEGEND `J 1N7 A IrS INT 'CA. .C5 FrI'-rIN.. EASEMENt LINE INDICA TFSP,R 07'OSfU RQW'LINE 1NDi• A': p I•nSffi <.4St M'7J% �6H'F W Ii I 1 S IE: ------ - -- N,11C! t : L 0 EC TION Lir,'L r } 111911 A .A.Y LINE � -_-- OVD AT '/: S. n. T, Bt ar MU ULG 'I ' II iNf CA,_S I.;O 3_LU OT/;TACT LLNF II I w 4O97 AW I' JL A rl,UND 2 "4A4F PLS 73212 ? LY: C. 5 5fT ; pp ON �^;c. 5 RFFfAr? PLS' 29048 I .44 f INDICA T. S t 4 PLA i.AP ON t, 5 REBAR PLS 29045 4' Oris 4 1Vrt.AiE A S'i- r 1/4 .. F 4',;''V (AP ON No. 5 RE AP r• ET.'Oc!:,; I I I,t_s .B LS 29048 ; O'"FSFI a ShI i -/ P.A:; ;;C CnP O^J f+o. `, frE.A� PLS i9U48 2' •OfF � !' s jl �,. %IES? NEST SVT, AyFNVE i III li P,),CA Ti - 'TION' C(N N R ! O IND -1-A _.; MONUM",T rO.,AD I �I 14E'NIA � II U lNGMA IFS IAONi7MEN -.F 1 l i J I �3 I la I� o I I 1 I� I I I I� 5' UTIUTY ESMT HEREBY GRANTED RY THI'.IPLAT y/ I LOT DATA: N89'58'30'E .L 12 0 �I I I LOT 1 ! I" /r CarATR SEC. 24 TX 9 CENTER 1/4 CORNER 0.1506 Ac. j 1� SEG. 24, TJS, R69w 67H P. M. ' 6570 Sq.ft. I I E 12350n.59� F1J0. 3 T/4` 8"51; CAP —_� t OT 2 I i 0.7555 IN RANGE 8;)9' 0.1555 Ac I 6774 Sq. fL OF YfiEAT riDr,E rr P_O.- I 6774 Sq. ft. I PI.S 13212 3YIR, I.OT r0 F 7C84ri 7 4� l 0.14508 Ac. \�j 6.30 1 / 123712,8890 ullp,.AlTTE-D S 89'a3'T1' L V1 ""I CITV Cf WHEAT : ... Z. A i C-1 ID' UTILI LSM'. HEREBY POINT k 149 f9 i+1 0.00. GRAN 61 ll!IS' PLAT cN _ i"E ,D.DD' 83.00' I �E.J.2.15062 a a 6.Sti 37.30• 5895535 W ....... _. � 2,4.00• (TIE>.__. ' ... ....._ ......__.. r. � ____ 1 5.00' L'NPi.A %TED ZONE) c 1 n N89'58'30'E .L 12 0 ._ - I I � 21.00 I" /r CarATR SEC. 24 TX 9 Jr"HIVE .PF I N 7469C9.3U 1� F I I I I E 12350n.59� LOT 2 1~ I i 0.7555 Ac. 1- NI 6774 Sq. fL I r �I - I.OT r0 0.14508 Ac. \�j 6.30 1 / 6570 Sq. • t. S 89'a3'T1' L V1 ""I ..�11cr ,: n,'ES I,csESr 6 EA WTO RT R95 PLAT I b ^. 0.00. 1 Tc L __ ROW IkE, •`'2.00' . 6.Sti I'll h1AFHI UCUCAr , N1 -5 •TtAr ._— L'NPi.A %TED ZONE) c 1 n N89'58'30'E .L 12 0 ._ - I I pl . __ _ ___...._-. —__ 2648.94' EXISTING 10 UTILITY ESMT. I" /r CarATR SEC. 24 TX 9 Jr"HIVE .PF ;--------------------- . i 1� F 0j ,L ` ,'n 1] z nr p s,1e I 1~ I i d NI HT �I - r0 EXt5 TING 10' UTILITY ESMT. I SWM UNE OF INC N 1/2 NE 1/a, SE 1/e, SM //4 I M yyyVV I SECTION 24, JONNSNM 3 SW7N, RANGE 59 ,FST V 7( F,8.14. IF 13527.?r, L -_._—- _ __-__. _.. <aa — — WEST 40TH AVENUE i40' ROW fyISTNC ROW' LINE EXISTING 15' UNLIT 1' ESMT y Iw EXISTING 5' UTILITY ESMT. w IF LO kP.:LA ,': t; ;;,;g ij --' L0T2 __ HAFLAN C. ',;' SVS - SCALE: 7'=20' v"L I ZONE,. R-5 � z 20' 10' 0' 10• 20' 4p' IN US SURVEY FEET 13 1 I i tea SOUTH 114 CORN R SFC. Z4 735 R69W 171 P.Af.I 3 E M N RANGE 3 TTY OF WIqFA7 1 [ ,! PLS 32 IJ 0 P x'479 CT f VAHEAI R'.'(;; PONS # 15 0L 4 NOTES' 1. DATE OF SURVEY. MAY 11, 2017 Z THE AREA OF PROPERTY AS SURVEYED: 14020 SQUARE FEET OR 0.3219 ACRES, MORE OR LESS 3, NOTICE: ACCORDING TO COLORADO LAW', YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS- DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED 'UPON ANY DEFECT IN THIS SURVEI' BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4. KURT UNN AND ASSOCIATES HAS RELIED UPON THE BZ TITLE (WESTVYOR LAND TITLE INSURANCE COMPANY) COMMITMENT NO. DT1703003 C-21 WITH AN EFFECTIVE DATE MARCH 01, 2017 AT 7;45 A.M. FOR OWNERSHIP AND FOR THE PURPOSES OF SHOVING RECAIRD EASEMENTS AND RIC4HTS-OF-WAY ACROSS SAID PREMISES. THE SURVEY DOES NOT CONSTITUTE A TITLE SEARCH By KURT LINN h ASSOCIATES TO DETERMINE OWNERSHIP, RGHTS-CIE-WAY AND EASEMENTS OF RECORD. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE SEC 16-4_508. WHOEVER WLLFULLY DESTROYS, DEFACES, CHANCES, OR RFMOVES TO G VERTU ENI UNE OF SURVEY, OR WLLPLACE ANY SECTION NULLYER Q CUTS D -OS qNY WoNTIYI 55 'REFACE EE OR ANY TREE 9LA2ED TO MONUMENT ORMARK THE EBENCH MARK OFOANY OVVERNMENT SURVEY LLFULLY DSHALL. 9ECHN GES. O RREMOTHISVES ANY IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH, 6. PER COLORADO REVISED STATUTES SEC. 38--51-106 (L). ALL LINEAL UNITS DEPICTED ON THIS ADMINISTRATIVE SUBDIVISION PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITJT< OF STANDARDS AND TECHNOLOGY. 7. COORDINATES SHOWN HER R)CON ARE CONSISTENT WITH THE CURRENT CITY OF WFIEAT RIDGE DATUM, AID G NAIDVM VERNG UTCL DATUMND MODIFIED , AALLL3COORDNATEPINFORm o 5 DOR ERIVED FROM PUBLISHED 7CGNI 11, HY OF 2 OE AT RIDGE POINT PHAC-1 INFORMATION, WITH A COMBINED SCALE FACTOR OF 0.99974780300• AND MTH NADB3\92 STATE PLANE GRID COORDINATES AS FOLLOWS: N:1701258.75, F3118217.58, ELEVATION: 5,471.62'- 8. BASIS OF BEARINGS: BEARNGS ARE BASED ON THE EAST UNE OF THF. SOUTHWEST OU ARIER OF SECTCN 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL AS MARKED By A FOUND 3 1ASS RIDGE; AN SURVEY MONUMENT FES 13212 AT4CA U CITY OF NI THEPCENTR QART RANGE BOX STAMPED FOUND 3 WHEAT BRASS QU CAP IN RANGE BOX STAMPED TTY OF WHEAT RIDGE SURVEY MONUMENT CAP PLS 13212 AT THE SOUTH ARTER CORNER, OR SAID LINE BEARS SOUTH 0016'49' E A DISTANCE OF 2,638.65 FEET PER THE CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK HAD 83/92. MODIFIED STATE PLANE COORDINATE SYSTEM. SURVEYORS CERT7f?CA7E 1, CORDON S. PAGE III DO NREIDY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF StfAD951_H_{Wd d!BOMSION- NAS MADE BY ME OR UNDER MY OIRECT SUPRVISIDN AND TO TH KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPUCAB! E COLORADO STATUTES. CURRENT REV'SED EDITION AS AMENDED, THE ACCOMPANYING PLAT A•-- RA LY REPRESENTS SAID SURVEY. __ 4•A� REG76` PLSCORDON 9. PA4E 111 O •'0, 5 KURT 29048 O.' 8 0 UNN F ASSOCIATESAVE,f2O 8.90 W COLFAX E, X20 290478 _ LAKEWOOD CO. 80215 303 233-117' 101, 1� . EASEML-A'T NOTE' FIVE-FOOT (s') WDE EASEMENTS hRE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL INTERIOR SIDE LOT LINES OF EACH ADJACENT LOT IN THE SUBDIVISION OR PLATTED AREA AND TEN -FOOT ('C) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO THE FP(NHT AND REAR LOT LINES ON EACH LOT IN THE SUBDIVISION OF PLATTED AREA. THESE EASEMENTS ARE GRANTED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, OAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITES ALONG WITH PRIVATE DRIES. UTLITES SHALL gL50 BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SVD. ITIES PERMANRT STRUCTURES AND WATER METERS SHALL. NOT BE PERMITTED WITHIN SAID AGCESS/DRAINAGE AND UTILITY EASEMENT& EASEMENTS AS CREATED BY THIS SAID ARE SHOWN AND NOTED HEREON. SECTION CONTROL MAP: 7"= 350' nFsr L/s CCAWER xc as, F+S Rs1w N89'58'30'E N R1— D A ] I'm 1 M} JB1] rant 1<9oe ._ - I a I I pl . __ _ ___...._-. —__ 2648.94' SIZ I" /r CarATR SEC. 24 TX 9 Jr"HIVE .PF f< 9 sa(al: ro... .v r ti C . 0j ,L ` ,'n 1] z nr p s,1e I � W I i d NI �I WEST 44TH AVENUE SE', 7 1' 9 F AHEll C 73]. �PJi40 rU, ^e A�90WG,. ppW� 1� h SdtMIN' / 4•GNVtT �I arc24, Fu We9w a. .,Ar S89'53'22'W -_ _ . __ _ ___...._-. —__ 2648.94' I" /r CarATR SEC. 24 TX 9 Jr"HIVE .PF 9 sa(al: ro... .v r E 121.11 -'1' WEST 38TH AVENUE C . raNr r ewa ,L ` ,'n 1] z nr p s,1e I 011 lob 115 10 - 20 - 201-7 CHWER'S CER17RCATE I, KATIE SORENSON. AS OWNER OF SHADOW HOMES, INC., BEING THE OW NM(S) OF REAL PROPERTY CONTAINING 14020 SQUARE FEET DESCRIBED AS FOLLONS: A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH I RINCIPAL CITY OFRIDOL COUNTY OF STATE OF COLORADO, SEND MORE PARTICULADRLY DESCRIBED ASA FOLLOW. JEFFERSON, CONSIDERING THE EAST UNE OF THE SOUTHWEST QUARTER OF SAID SECTION 24 TO BEAR 131DISTANCE 2B 2 AT THE CENTERQUARTTEROFSAID SECTION 24NAND NAEFOUND 3F1/4' BRASS •CAP APLS 13212 AT THE SOUTH QUARTER CORNER OF SAID SECTION 2 THERETO. 4, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN THENCE ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 24, S 0016'49' E A DISTANCE OF 1649.16 FEET; THENCE S 8955.18' W ALONG THE SOUTH UNE OF THE NORTH ONE-HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST OUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 24, A DISTANCE OF 193.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUNG ALONG SAID SOUTH UNE, S 89'55'18' W A DISTANCE OF 104.00 FEET; THE N 0018 49 W A DISTANCE OF 149.93 FEE P, THENCE N 8955'35- E A DISTANCE OF 83.00 FEET; THENCE S 00'16'49' E A DISTANCE OF 74.97 FEET; THENCE N 8955'27' E A DISTANCE OF 2100 FEET; SO PARCEL CONTAINING 14020 SQUARE4.97 FEET OR, 0.3219 ACRES, MORFEET TO THE POINT OF EOR!LESS. HAVE WD OUT, SUBDIMDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF SbOWW HOMFc SUBDIVISION. A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE. COLORADO AND BY MESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED ANO/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES.THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES. WATER AND SANITARY SEWER LINES. HYDRANTS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APP RTENANCES THERETO. KA E S iRENSON AS OWNER OF SHADOW HOMES,7';w<PACOBBAy j INC. iTATBq aL Yc 1 STATE OF COLORADO J C aLamw SS NYCfY,WB�,NN EAPIRO,wR,. ti.2' COUNTY OF JEFFERSON ) _ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS IaDAY OF 0c4,,6r_ P017 BYiW� ie.5oren5on . WITNESS MY HAND AND OFFICIAL SEAL, M7 COMMISSION EXPIRES: NOTARY PUBLIC ---- arl' CERTlRCAVON APPROVED �THIS 1Sv�6AY Of++�FJ/, DL{ jx(2017 BY THE CITY OF WHEAT RIDGE. C � N-4�. 'T rREc�- IRECT R OFOF UBLI ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY THE C`W OF WHEAT RIDGE COLORADO HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TD THE QTY OF THOSE LOTS. TRACTS, EA$EW?T75, AND OTHER INTERESTS IN REAL PROPERTY DENOTED ON TN!S PUT AS BE DEDICATED TO ME CITY FOR PUBLIC PURPOSES, 0 TINS DAY Oiaeohm =Sy THE CITY OF "'EAT MDOE. M / ''JW - A T: (/ F WHFgT coy QERK ] j( 6 SEALm f 7't DGLORA� CLERK AND RECORDERS CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK ANO RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, THIS W DAY OF OL'B�BLA 2017 �&c � L-1 JEFFE ON CWNT�L -FRF: AND RECORDER �--- PREPARED EY: KURT LINN AND ASSOCIATES 6790 WEST CPE, A% AVENUE, UNit 20 AKEWOOD, CO. 80215 303-233-1171 237-1893 (fq%) JOB 9 1705-05 CASE NISTOf7Y 50:2 SHADOW HOMES SUBDIVISION BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH'; RANGE 69 WEST OF THE STH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 1 VICINITY MAP: 1'- 600' UNPLATED ZONED C-1 UNPLA TT£D ZONED C-7 f LOT DATA' i IIF ' LOT 1 I 0.1508 Ac. I I 6570 Sq. ft. LOT 2 0.7Ac I I 67744 -Sq. ft. _I L•IJPLA TED 701VE11 C-110' UTILITY ESM'. HEREBY LORANTEO BY THIS PUT N 12342 .1Y IV 706984.27 E 123423.22 NB9'55'35"E. ..10.00'-1 83.00' IE 123506.22 PARCEL LINES HEREBY RIMOVEO RYTHIS PIA 10' UTILITY ESMT. HEREBY GRANTED BY THIS PLAT - EXISTING ROW LINE N 706E E 1234 SCALE: 1'20' 20' 10' 0' 10' 20' 4Q' US SURVEY FEET /J I ;3 IN I 1m I to to ' Iz 1 I 15.00' -f 5 UNTIDY 1 1 HEREBY GRANTED BY H:I PLAT I I 1 / I I I I I COT 2 0.1555 Ac. 1- 6774 Sgfl. 6.30' LTJ S 89'43'11' 1 I 5.00' I n I f I q 3 89. I I N 706909.30 + 1 E 123506-54 I I I I I L-� LOT i 0.1508 A, 6,570 Sq. ft. 10111-5 HLRL9Y U'tEA.;D RY P.•eS PIAT a � I I c a I 52.00' FQqS-D ROW' INE 52.W 6.50 a.; HOW hEirF»r DED:cATETi sr r 5 Pier ......... ............... -................ 1ND:CA7ES 11 WE -_ LEGEND -' INDICATES -15. r/NO L07�Llht TNG;GATES E'IS [INC EASEME.N7 LINE INDICA FF.S PROPOSED POW LINE --------- INO.ICA TES ✓.+OPOA:D EASEM£"N7 LINE --- _ INOTCATES Ae*VOT SEC(10N LINE INDIr_A7ES EOLINDARY L1NE ---------' IND;CA IES DASD - Cih'E Td BE RFM0VE0 INDICA IES PPOf•OSED LCF,!/TRACT LINE M - I: INDICATES A FOUND ' 7/2" ALUM CAP PLS IJ212 2' IEC. M-2 INDICATES A SET 1 7/4' PLASTIC CAP ON jft. 5 REBAR PLS 29048 Ad -J.' INDICATES A SET 7 1/4` PLA3T1�- CAP ON ND. 5 REBAR PLS 29048 4' OFFSET SOUTH M- 4 INOYCA TES A SE7 ! 114' PLA,`,-7;�' CAP ON ,yn. 5 REBAR PLS 29048 2x , OFFSET INDICATES A SFT 1 ;/4" PI.F S7LC CAP O,N 7Jq. 5 REBAP PLS 19048 2' OFFSET WEST INDICA7E5 SEC'TA7N COIT7JEh 0 ANOCAFES MONUMENT I'DUNu O A'OICAIFS' MONiIMEN7 SEI CENTER 1/4 CORNER SEG 24, TJS R69N; 67TH P. M. FND. 3 1/4` BRASS CAP IN RANGE BOY ' CITY' OF WHEAT RIDGE P.O.0 PLS 13212 N 708483.764,: E 123712.8890 F CIT 'f OF WHEAT POINT 9 14909 n n m ' S89'55'35'W _.. (TIE)" 1 i w a 7D r UNPi.ATTEO I o ZONED C- 1 IFA I SYX/N ONE LLE Z0 1/2, NE f!0. W I/0. SW 714 I \ M-I•,V __ Y" SEC1nw 24, MmwV M J SINN, RANGE 69 N 706A34.36 E 123527.9; i WEST 407H AVENUE 40' ROW __STING ROW LINE EXISTING 15' UTILITY ESM T. N I� M] wEXISTING 15 UTILITY ESM T. ___ ..,I�:--- --------------------- T iNAn'L A: n' It: Sue i? " -GT 2 NARLAV (',. SUB R ZON'EC R 1n 7n ; z I i t� SOUTH 1/4 CORNER l S£C. 24, TJS R69W, rrH P.M� IND. 3 1/4' SR.ASF, CAI' IN RANGE so' -' CITY OF WNEA. RIC'O[. PLS 13212 N 70581-5.14019 123. 2...7908 CITY CF WHEAT R::iGC PONT 9 159p9 Is MOTES: 1. DATE OF SURVEY: MAY 11, 2017 2. THE AREA OF PROPERTY AS SURVEYED: 14020 SQUARE FEET OR 0.3219 ACRES, MORE OR LESS 3. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEI' BE COMMENCED MORE THAN TEN YEARS FRMM THE DATE OF THE CERTIFICATION SHOWN HEREON, 4. KURT LINN AND ASSOCIATES HAS RELIED UPON THE 8Z TITLE (WESTWCOR LAND TITLE INSURANCE COMPANY) COMMITMENT NO 071703003 C-2, WITH AN EFFECTIVE DATE MARCH 01, 2017 AT 7:45 A.M. FOR OWNERSHIP AND FOR THE PURPOSES CF SHOWING RECORD EASEMENTS AND RIGHTS-OF-WAY ACROSS SAID PREMISES THE SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY KURT LINN k ASSOCIATES TO DETERMINE OWNERSHIP, RIGHTS-OF-WAY AND EASEMENTS OF RECORD. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANYPUBLICLAND SURVEY MONUMENT TTOSTATEBSTATUTEY SEC IS -4 -SOB. WHOEVER WILIFULLENT OR ACCESSORY YSA CLASS DES DESTROYS, DE ACES,ICHANGES. OR PURSUANT REMOVES TO ANOTHER PLACE ANY SECTION CORNER, OUARTER-SECTION CORNER, OR MEANOER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE UNE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES OR REMOVES ANY MONUMENT OR BENCH MARC OF ANY GOVERNMENT SURVEY, SHALL. BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. B. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L). ALL LINEAL UNITS DEPICTED ON THIS ADMINISTRATIVE SUBDIVISION PLAT ARE U.S. SURVEY FEET ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7. COORDINATES SHOWN HEREON ARE CONSISTENT WTH THE CURRENT CITY OF WHEAT RIDGE DATUM, BEING GROUND MODIFIED A NADV88 VERTICAL DATUM. ALL COORDINATES. C ORDINATE INFORMATIONATION S DERIVED FROM PUBLISHED ZCIJTY OF WHEEAAT RIDGE POINT PHAC-1 INFORMATION, WITH A COMBINED SCALE FACTOR OF 0.999747803(0, AND W,TH NAD83\92 STATE E PLANE GRID COORDINATES AS FOLLOWS: N:170125675, 3718217.58, ELEVATION: 5,471.62'. B. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS MARKED BY A FOUND 3 1/4' BASS CAP IN RANGE BOX STAMPED CITY OF WHEAT CAPRIN RANGE BOXMONUMENT STAAMPEDS13212 CITY OFAT THE CENTER QUARTER WHEAT RIDGES SURVEY MONUMENT CAP PLS NER AND A QU132112ND 3AT/THE SOUTH QUARTER CORNER, SAID LINE BEARS SOUTH 0016'49- E A DISTANCE OF 2,638.65 FEET PER THE CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK HAD 93/92, MODIFIED STATE PLANE COORDINATE SYSTEM, WRWVICIRS CERTIFICATE I, CORDON S. PAGE HI DO HEREDY CERTIFY THAT THE SURVEY OF THE BOUNOARY OF sRADOw H 5 SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACWRATELY REPRESENTS SAID SURVEY. d REGI S. ]i • . - --_ Im N !06909.3.', L I I z L 113527,59 16 + EXISTING t0'UTILITY - _ . $MT. LJ V i - PONT ! taSpO ti $ IN o IJ LU ^1N& 0 n S a Q ti W p 1 ti x,1:3 . a w _. 3C CO. n NJ w i '._________------- I �I h 1� I EXISTING 10' UTILITY ESMTI 1Im SYX/N ONE LLE Z0 1/2, NE f!0. W I/0. SW 714 I \ M-I•,V __ Y" SEC1nw 24, MmwV M J SINN, RANGE 69 N 706A34.36 E 123527.9; i WEST 407H AVENUE 40' ROW __STING ROW LINE EXISTING 15' UTILITY ESM T. N I� M] wEXISTING 15 UTILITY ESM T. ___ ..,I�:--- --------------------- T iNAn'L A: n' It: Sue i? " -GT 2 NARLAV (',. SUB R ZON'EC R 1n 7n ; z I i t� SOUTH 1/4 CORNER l S£C. 24, TJS R69W, rrH P.M� IND. 3 1/4' SR.ASF, CAI' IN RANGE so' -' CITY OF WNEA. RIC'O[. PLS 13212 N 70581-5.14019 123. 2...7908 CITY CF WHEAT R::iGC PONT 9 159p9 Is MOTES: 1. DATE OF SURVEY: MAY 11, 2017 2. THE AREA OF PROPERTY AS SURVEYED: 14020 SQUARE FEET OR 0.3219 ACRES, MORE OR LESS 3. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEI' BE COMMENCED MORE THAN TEN YEARS FRMM THE DATE OF THE CERTIFICATION SHOWN HEREON, 4. KURT LINN AND ASSOCIATES HAS RELIED UPON THE 8Z TITLE (WESTWCOR LAND TITLE INSURANCE COMPANY) COMMITMENT NO 071703003 C-2, WITH AN EFFECTIVE DATE MARCH 01, 2017 AT 7:45 A.M. FOR OWNERSHIP AND FOR THE PURPOSES CF SHOWING RECORD EASEMENTS AND RIGHTS-OF-WAY ACROSS SAID PREMISES THE SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY KURT LINN k ASSOCIATES TO DETERMINE OWNERSHIP, RIGHTS-OF-WAY AND EASEMENTS OF RECORD. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANYPUBLICLAND SURVEY MONUMENT TTOSTATEBSTATUTEY SEC IS -4 -SOB. WHOEVER WILIFULLENT OR ACCESSORY YSA CLASS DES DESTROYS, DE ACES,ICHANGES. OR PURSUANT REMOVES TO ANOTHER PLACE ANY SECTION CORNER, OUARTER-SECTION CORNER, OR MEANOER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE UNE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES OR REMOVES ANY MONUMENT OR BENCH MARC OF ANY GOVERNMENT SURVEY, SHALL. BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. B. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L). ALL LINEAL UNITS DEPICTED ON THIS ADMINISTRATIVE SUBDIVISION PLAT ARE U.S. SURVEY FEET ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7. COORDINATES SHOWN HEREON ARE CONSISTENT WTH THE CURRENT CITY OF WHEAT RIDGE DATUM, BEING GROUND MODIFIED A NADV88 VERTICAL DATUM. ALL COORDINATES. C ORDINATE INFORMATIONATION S DERIVED FROM PUBLISHED ZCIJTY OF WHEEAAT RIDGE POINT PHAC-1 INFORMATION, WITH A COMBINED SCALE FACTOR OF 0.999747803(0, AND W,TH NAD83\92 STATE E PLANE GRID COORDINATES AS FOLLOWS: N:170125675, 3718217.58, ELEVATION: 5,471.62'. B. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN AS MARKED BY A FOUND 3 1/4' BASS CAP IN RANGE BOX STAMPED CITY OF WHEAT CAPRIN RANGE BOXMONUMENT STAAMPEDS13212 CITY OFAT THE CENTER QUARTER WHEAT RIDGES SURVEY MONUMENT CAP PLS NER AND A QU132112ND 3AT/THE SOUTH QUARTER CORNER, SAID LINE BEARS SOUTH 0016'49- E A DISTANCE OF 2,638.65 FEET PER THE CITY OF WHEAT RIDGE CONTROL MONUMENT NETWORK HAD 93/92, MODIFIED STATE PLANE COORDINATE SYSTEM, WRWVICIRS CERTIFICATE I, CORDON S. PAGE HI DO HEREDY CERTIFY THAT THE SURVEY OF THE BOUNOARY OF sRADOw H 5 SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACWRATELY REPRESENTS SAID SURVEY. EASEMENT NOTE. FIVE-FOOT (6) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL INTERIOR SIDE LOT LINES OF EACH ADJACENT LOT IN RIE SUBDIVISION OR PLATTED AREA AND TEN -FOOT (70) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO THE FRONT AND REAR LOT LINES ON EACH L0. IN THE SUBDIVISION OF PLATTED AREA. THESE EASEMENTS ARE GRANTED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC. GAS. TELEVISION CABLE DRAINAGE AND TELECOMMUNICATIONS FACILITIES ALONG WITH PRIVATE DRIVES. UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE . UBDITIES PERMANENT STRUCTURES AND WATER METERS $HALL NOT BE PERMITTED WITHIN SAID ACC00RNNAGE AND UTILITY EASEMENTS. EASEMENTS AS CREATED BY THIS PLAT ARE SHOWN AND NOTED HEREON. 5EC7701V CONTROL MAP: 1'6 350' nE3T r/4 COINER x -G IA res. R49s d REGI S. ]i • . - --_ CORDON S. PACE 111 PLS 26046 KURT UNN k ASSOCIATES 8790 W COLFAX AVE, 920 LAKEWOOD CO. 80215 303 233-1171 L EASEMENT NOTE. FIVE-FOOT (6) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL INTERIOR SIDE LOT LINES OF EACH ADJACENT LOT IN RIE SUBDIVISION OR PLATTED AREA AND TEN -FOOT (70) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO THE FRONT AND REAR LOT LINES ON EACH L0. IN THE SUBDIVISION OF PLATTED AREA. THESE EASEMENTS ARE GRANTED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC. GAS. TELEVISION CABLE DRAINAGE AND TELECOMMUNICATIONS FACILITIES ALONG WITH PRIVATE DRIVES. UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE . UBDITIES PERMANENT STRUCTURES AND WATER METERS $HALL NOT BE PERMITTED WITHIN SAID ACC00RNNAGE AND UTILITY EASEMENTS. EASEMENTS AS CREATED BY THIS PLAT ARE SHOWN AND NOTED HEREON. 5EC7701V CONTROL MAP: 1'6 350' nE3T r/4 COINER x -G IA res. R49s M8B58'30`E 1YID /a• BRtiS cAP N5RAN2 BO% q�r YA+EAT q' mucF Fts Tans TaeaB2 fi095 - PONT ! taSpO 3i pi n S ti W p 1 ti a n NJ �I SOYMKST +/< ONOIti O. . 3RL�a' 9RA5_ GAP .SB933'22`W an�ur wl:xr mecr MS 13312 E t3:0i585�+3 rami r rsefis WEST 44TH AVENUE IRAQ A' /acro r/. Ooa]aR SEC 24 1.9 AWM R- G1Y q WEA7 AS qlr van. 4 +.9p9'M WEST 38TH AVENUE A{ City of Wh6at�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address:j?j /� , 40�i/�- Permit #: General Contractor: i'Ir �IA rim Cq �vr(i "1 Electrical Sub -Contractor Company Name: YP *e COVM uc oy1 Phone State License #: f /� C 2 ,�� Master #: Q 0 Z 15 2 `{ Wheat Ridge License #:Z?i 0 L= 20, (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name/ y r Phone #: 3 D J 1/ 7 2 J 34161 State License #: ,? �/� ' I Master #: Wheat Ridge Lice se #: (required field) ,Signature of Authorized Agent Date l Mechanical Contractor Company Name: A-Z(qO �kocl Al C' Phone: -;7 20 ` 2- �?O- F� -3 j License #: 12— 3 (required field) Agent Date City of SINGLE FAMIL FIDUPLEX 1O��.g Id c� t o c� R x s Id -ft UILDING PE- IT APPLIcCA TION ItEVIEW Date: Z26 11A Location: (oD 3-5 ilk 40 -�' —40---, ATTENTION: BUII,IDING )[DIVISION I have reviewed the submitted application documents to construct a 1,A19 1 — located at the above referenced address. Please note the comments checked below. 1. v/ Drainage: a. Drainage Letter & Plan required: yes No b. Site drainage/grading plan have been reviewed and are: ZOK refer to 2. v/ Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes - /- No Completed b. curb & gutter: Yes leted c. sidewalk: Yes No Completed d. Other (specify): Yes No p For items not constructed, the amount of funds taken in lieu of construction: $ Completed 3. - Does all existing roadway/alley R.O.W. meet the standards of the City: If not, what is required? If R.O.W. is required, has the deed been received: No Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan D e 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. 4,L- Stipulations: I mp.- C21"wi C2 -W �e 7. 4L A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wh6atNiggc C16i1C VVORKS City of Wheat Ridge Municipal Building 7500 W. 29''' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW EEES Date: /2k / J > Location of Construction: to 5-, U1 40 4A 4 Vi: Purpose of Construction: r—A /LY Single Family Commercial Multi -Family (Development Review Processing Pee: ................ ............................... $100.00 $ (Required of all projects for document processing) ° Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ DDD Commercial/Muld-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals) :.......................... $600.00 $ ® Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): .......................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 $ 4d' submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 ---- (Full initial review fee) $ T'OT'AL, REVIEW FEES (due at time of Building Permit issuance): CaLiLLI PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. „ -C, _i K, r�9t Rev 12/12 City of ,�69rWheat f<ijge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: br -33 OZ. 404 AV1 e , 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 you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: (ter D 3 ,� �� '-/n� Zoning: ( L. Lot Size: ::� j ( sq. ft. Lot Width: Z2 ft. Property in the flood plain? Y}(j If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Related Cases: Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) W New ILC and site plan yes (FND) if w/in 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage 4 o 410 % Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing Lot Coverage sq. ft Z 1? Y41 4 sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing / R q C sq. ft Lot Coverage Z-7 . :3 /o % ` —_..mss v)e,�4 Required Setbacks: FR Zy S S S R J Provided Setbacks: FR -4 S S' l i t S 5 t i R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: 36, � ft. Maximum Size: V\ /��. sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) -P .S V4- a.. iS 0---k % If yes, does it meet on all sides (Y/N): FR S S (See 26-642 and 26-120. C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? ye.S If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) AFor one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: ( Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. floi heat jrlDc'E AND D) 'X 2Q'.h A% c Mi,:dl Ki4c. 31)7 -135 2\5,1,? 311, Proof of Submission for Perrnitting/Plan Review f , i fo,(n rrus,* be completed oy each agency indicated or) tfie Permit Submittal Checklist for the project t,,e &A be attached to the Building Pe -mit A ' ppiication at the titrie of submission. Applications preser1ed for b,ibriiissicri wittiox a completed Pro,){ of Submission form from a required agency will not be accepted o, Date: Project Address vay game of Firm,Ancividua= submitting documents. Project Type,'Descriptiori\,JFIVI�- "!LIL A-Mkk lOED J " "'1-7 Signature of Firm Representative or Individual R DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY " )*,) u -x I /-/ , if" -,7-, 0 / and To—,!)yp Fj sicfh4ture below here the polec/idicated above. ?ncy mioresentea: ,Piease urc, West Metro Fire Protection Arvada Fire Protection ,p Wheat Ridge Water District Consolidated Msutuai Water Dist., C. Valley Water District Deriver Water am a duly authorizeo represertative of 'he agency indicated belov. vledge receipt of documents necessary for review and approval of C VVneat Ridge Sanitation District Clear Creek Sanitat 'on District Prultdale Sanitation District Westridge Sanitation District Other l �, hrP�)4Mtc1c,1 oill. Agency Note-�, 61�11( Ill, (C (� t - , 2ol goa07t) s� 1 • MARTIN/MARTIN �CCIA C6NSULt�NG ENGINEERS o t February 20, 2018 Hussein Garcia Modern Real Estate 6410 Miller Street, Unit D Arvada, CO 80004 303-433-3158 Email: hussein@platinumteamre.com Re: Wheat Ridge Sanitation District — 6033 W. 40th Avenue — The Garcia Residence Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Garcia, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Consulting Engineer, offers the following in response to the site plan received February 16th, 2018, concerning a proposed single family residence development at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running west to east, south of the referenced property within West 40th Avenue. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if an extension agreement is needed, gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. Costs All costs involved are to be deposited in advance— engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap fees, development fees, and deposit as applicable are required to be paid prior to connection to the District main. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM Wheat Ridge Sanitation District — 6033 W. 40th Avenue —The Garcia Residence February 20, 2018 Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Manager Pam McKnight — Wheat Ridge Sanitation District Tim Flynn — Attorney, Collins Cockrel & Cole P.C. Page 212 zot500711 Drerg ALLIED ENGINEERING Geotechnical and Structural Engineering, Littleton, Colorado SUBSURFACE INVESTIGATION and FOUNDATION RECOMMENDATIONS at 6033 West 40" Avenue Wheatridge, CO for Hussein Garcia January 22, 2018 DAVID BEASLEY, P.E. A.E. Project Number 18-103 Allied Engineering Subsurface Investigation Project No. 18-103 Pg2of16 GENERAL Allied Engineering has completed a subsurface investigation of the site known as: 6033 West 401h Avenue Wheatridge, CO This report presents the results of that investigation. The investigation was performed at the request of Hussein Garcia in order to comply with local requirements and to determine the allowable foundation construction at this site. This investigation was not intended to check for any chemicals or hazardous materials. This report may contain references to structural components not necessarily a part of this construction. These references are included in the unlikely event that a structure is built that is other than that which was specified to us. Please read this entire report. Frequently overlooked are details regarding the requirements for open hole inspections and the use of float in the construction of non-bearing partition walls. Please ensure that these sections and all other sections are fully understood. If there are any questions regarding any part of this report positively contact this office for clarification. If additional soil data is needed, beyond what is contained herein, positively contact this office. SITE DESCRIPTION The site is a newly subdivided lot and is vacant at this time. The existing vegetation consists of conventional landscaping. The site is generally flat. PROPOSED CONSTRUCTION It is our understanding that a single-family residential structure is planned for construction on this site. This structure will be constructed over a crawlspace. This report is written based upon the type of construction presented by the client, modified by any soil limitations present, and is ONLY applicable for this particular construction. FOUNDATION RECOMMENDATIONS — NEW FOUNDATIONS These recommendations are limited to conventional construction only. Foundations deeper than 11 feet are not considered conventional. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s). Allied Engineering Subsurface Investigation Project No. 18-103 Pg3of16 Footings A footing type of foundation system may be utilized, provided that all foundation walls, including garage walls and interior and exterior pads, bear on undisturbed natural soil at or above the 4 foot depth. Foundation components must also bear below all organic material. Depth of foundation may be limited by proximity to adjacent buildings. See shoring discussion below. Some movement of the structure on this type of foundation system is expected, but this movement is anticipated to be less than 1 inch. The maximum soil bearing capacity at this site is 1500 psf. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after positively contacting, and with guidance from, this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed by this office, and only after the entire excavation has been dug to final grade. Though unlikely, potentially expansive clay or other unsuitable conditions may necessitate revised construction and foundation recommendations. Failure to complete the open hole inspection voids this soil investigation as incomplete and may be grounds for denial of the certificate of occupancy for the structure. A mono -slab is not a footing foundation system, and is not allowed for this project. 1�ATIWM.I-- Free water was encountered at the 14 foot depth Though unlikely, while excavating, look for soil which `pumps' from construction traffic, or any evidence of soft soil conditions, or free water, or very moist soil conditions. Positively contact this firm if any of the above are found. In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location if sufficient slope exists. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the Perimeter Drain detail later in this report. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 4 of 16 OTHER FOUNDATION RECOMMENDATIONS On narrow lots allow enough room for construction of foundation, footings, window wells, exterior perimeter drain, and any shoring system. Ensure that any new construction does not intercept the bearing plane(s) of the adjacent structures, unless an engineered shoring plan is developed and followed. This bearing plane extends out and down at a 45 degree angle (1 to 1 slope) from the base of a foundation. The case equivalent fluid pressure at this site is 40 pcf. Pressure can result from the presence of expansive soils — soils which can exert additional pressures when wetted. Often, more expensive foundation options are not shown — such as the use of drilled piers when footings are allowable. If a different foundation option is desired, positively contact this office. SITES OF PREVIOUS DEMOLITION When building on sites where there was an existing structure that has been demolished, areas of previous excavation such as basements, may have created loose soil areas, or voids into what was once undisturbed earth. These areas may also have been backfilled by the company performing the demolition. This backfilled soil is not acceptable for support of structures, even if some amount of untested compaction was performed on it during backfilling. This backfilled soil must be removed so that the requirements contained in `Foundation Recommendations', above, are met. Specifically, that foundation components bear on `undisturbed natural soil'. After the disturbed soil has been removed, the new foundation may bear at the depth at which undisturbed soil exists (if allowed by the soil report). As an option, and only with prior approval, Structural Fill Material may be methodically installed and tested, in order to bring the bearing grade up to a preferred level. NOTE: Excessive excavation resulting from removal of disturbed soils and other debris, may necessitate the need for shoring piers to protect adjacent properties. SHORING Depending on the proximity of the excavation to the property lines, shoring of the excavation may be required to protect adjacent property. Where space is limited, site excavation might otherwise result in slopes steeper than 1 to 1. In which case, shoring is required. On sites of limited size or where local regulations warrant, contact the local building agency for requirements. If shoring IS required due to proximity, positively contact this office for engineered shoring specifications. There is an additional charge for the specifications. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 5 of 16 For other locations, follow OSHA requirements for proper shoring or benching of excavations. These soils are considered Type B soils by OSHA. Any shoring design shall take into account the proximity of adjacent structures, and depth of adjacent foundations. Shoring should not be constructed closer than four feet from the centerline of the shoring, to adjacent foundations. Never excavate into the bearing plane (bearing soils) of existing foundations. FIELD AND LABORATORY ANALYSIS A test hole was drilled in the vicinity of the proposed structure (see Site Map) using a Mobile B53 drilling rig and/or manual equipment. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater or lesser depths if bedrock or water restrictions exist, or if additional depth is needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In-situ samples consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, or to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non -cohesive, highly granular samples, may not have been tested for swell or consolidation potential as valid results of same are often not possible, or are inaccurate. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. The following represents the results of the field observations, the laboratory analysis as well as our experience in the area and adjacent data. Allied Engineering Subsurface Investigation Project No. 18-103 Pg6of16 SUBSURFACE CONDITIONS In general, the subsurface conditions consist of: 0-11 topsoil; moist; dark brown F — 14' sand, fine to medium; slightly moist; tan 14'-21' very clayey sand; moist to saturated; brown Free water was encountered at the 14 foot depth See the Summary of Laboratory Analysis, the Boring Logs and the Swell -Consolidation test results for additional information. SLAB RECOMMENDATIONS The Slab Performance Risk of the shallow soils at this site is judged to be `low' (defined as less than 3% swell with a 500 psf surcharge). These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks; excessive precipitation; irrigation system malfunctions; over -watering; negative site grading (toward the structure); a rise in a water table; a leaking hot water tank, hot tub, or water feature; a nearby septic system; downspout malfunctions or incorrect gutter/downspout construction; failure to provide a pump in a sump pit. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. (Note: So-called `structural slabs' which bear on soil, are still slabs -on -grade, and are not to be considered a structural floor system.) GENERAL SLAB INFORMATION The following is general information regarding slabs -on -grade, and must not be construed as an approval, release or exception, to construct slabs or basements. It is simply general information which describes and can limit the damage to structures which can result from the construction of slabs. Vertical movement of slabs and the force they can exert on lower partition walls and thereby the structure above, is the 41 cause of foundation and structural damage in the Front Range area. Slabs should bear on undisturbed natural soils, or on properly conditioned and re - compacted soils. If the on-site soils are potentially expansive or may consolidate, it is preferable to bear slabs on non -expansive imported materials - materials which will also Allied Engineering Subsurface Investigation Project No. 18-103 Pg7of16 minimize the transfer and/or retention of any water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. The use of gravel may allow undesirable migration of water below the slabs. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls constructed over floating slabs must be constructed with a minimum of 1 % inches of `float' to allow for movement of the slab without damaging any part of the structure above. Float shall be built into the framing AND drywall AND trim. See the Float Diagram later in this report. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. Garage door trim must be isolated from floating garage slab movement. If additional information on float is needed, please contact this or any geotechnical office. See Fig. 2 — Float Detail - later in this report. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. CAUTION: Bathrooms constructed on slabs in basement levels involve unique risks. They are difficult to install without inadvertently creating a solid connection between the supporting slab and the first floor framing above. Tile, tubs, and showers may create a solid `stacked' condition. As such, if the slab moves upward, this may cause cracking, bending, and breakage of floor tile, wall tile, the tub body, plumbing connections and fittings. Serious consideration should be given to any bath installations in basement levels. Discussion of the above between owner, builder and/or buyer is important. The decision to construct basement baths is a risk taken by the owner. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. Allied Engineering Subsurface Investigation Project No. 18-103 Pg8of16 SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. RACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. This is accomplished by the addition of clay to the top 12 inches of soil, if needed, or simply by using clayey soils in this layer. Installing landscaping fabric may be useful, because landscaping fabric restricts downward movement of water (through it) and causes water to be shed away from the structure. The on-site soils may be wetted prior to being used as backfill - to reduce their expansive properties, where present — and to aid in compaction. Do not add water to backfill soils already in place. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or, the foundation walls should be supported by bracing or some other means. SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is accomplished by creating a 10 percent slope (12 inches vertically for every 10 feet horizontally) down and away from the foundation in soil areas, and a minimum 4% slope on hard surfaces. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Allied Engineering Subsurface Investigation Project No. 18-103 Pg9of16 Downspouts must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts should discharge well beyond the limits of the backfill. The use of long downspout extensions in-place of splash blocks is advisable. See Fig. 1 for a graphical representation of some of the above. SUBSURFACE DRAINAGE In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may flow into a sump pit fitted with a pump or may `daylight' to an exterior outfall location. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from any structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the drain detail diagram(s), Fig. 3, later in this report for a typical perimeter drain cross section. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. UTILITY LINES AND PIPES BELOW STRUCTURAL FLOORS All utility lines such as sewer, water, heating systems, etc., must be protected from the expansive soils below them. These lines must be supported by the floor above, such that they are at least as high above the soil as the `void` or `float' amount — whichever is greater - specified above. Pipes and lines that are elevation specific, or rely on specific slopes or grades, cannot be allowed to come into contact with expansive soils, which may lift them and negatively affect their function, or even crack or break them. MOLD Mold has become an issue in building construction. The health risks associated with the vast majority of mold spores are minimal or non-existent, however, the debate continues and litigation on this subject is increasing. The use of proper drainage techniques outside of the structure, and the use of subsurface perimeter drains, should keep water from accumulating in a way which would trigger mold formation. However, the most current building practices which reduce the likelihood of mold formation, should be gathered, studied and followed. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 10 of 16 LIMITATIONS / DISCLAIMER In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, and only for the proposed construction referred to herein. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. If this report appears to have conflicting requirements or recommendations, the most conservative or stringent requirements and/or recommendations shall apply. This report is intended and applicable only for the type of structure as described to us by the client. This report is NOT intended nor applicable for unconventional structures, or structures that are built on excessively deep foundations. Foundation walls or footings deeper than 11 feet are not anticipated by this report and are beyond the scope of this report. Failure to follow all of the recommendations contained herein voids this subsurface investigation and releases Allied from any and all responsibility as to the success and/or performance of the construction and structures at this site. Use of this soil report designates absolute agreement to follow all of the enclosed requirements and recommendations, and if there are any questions regarding these recommendations and requirements they should be referred to this firm. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 11 of 16 BORING LOG 15 16 17 is 19 20 21 Itop soil � organic soil .1 1UH 0i sand, fine to medium 0000 ,\\\\\\N\ sand vlclayey #1 .................... .................. .. m ....................................................................... . . . ....................................................................... 2 ............. PO . ............................................................... 3 ..................... .................. ........... ......................................... 4 ............. ... .................................................................... ..................... ........................................................................ 6 ............. --- ............... ............................................... 7 ..................... ............ 8 ..................... ........................................................................ 9 ..................... 10 ....................... ............................................................ ........... .............. ....... ........................................................................ 12 ............. ............................................................ 13 ..................... 14 :: water 15 16 17 is 19 20 21 Itop soil � organic soil .1 1UH 0i sand, fine to medium 0000 ,\\\\\\N\ sand vlclayey Allied Engineering Subsurface Investigation Project No. 18-103 Pg 12 of 16 SUMMARY OF LABORATORY RESULTS Hole Depth Description # (ft.) 1 3 sand 1 8 sand 1 16 sand, v. clayey % Passing Moist. Dry Density Penetration* #200 Sieve (%) (pcf) (blows/inch) 13 5 108 10/12 11 7 - 14/12 42 17 - - * 140 lb hammer falling through 30 inches equiv. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 13 of 16 PROVIDE A MINIMUM SLOPE OF 12' IN THE FIRST 10 FT. OUT FROM THE STRUCTURE ROOF GUTTER DOWNSPOUT AND EXTENSION SHOULD EXTEND BEYOND THE GRAVEL OR BARK AREA DECORATIVE GRAVEL OR BARK WOOD OR METAL EDGE WITH WEEP HOLES OR 1/2' SPACE TO ALLOW FREE WATER FLOW Fig. 1 - Grading Detail Allied Engineering Subsurface Investigation Project No. 18-103 Pg 14 of 16 Framing Detail for Floating Walls or `Float' 2"x4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only Drill 3/8" dia. hole in top base plate and use 60 penny x +� ., nails at about 3'-0" c.c. to C. stabilize frame wall. Drive large nail into lower base space to allow plate for independent movement of the floor slab Wall base board nailed to base plate, only l 1/2"xl" nailing (� h :" Q V V 2"x4" base plate strip to hold4 O secured with 3" base board in C •'• concrete nails or place ramset studs o0 Concrete floor slab Fig. 2 — Float Detail Allied Engineering Subsurface Investigation Project No. 18-103 Pg 15 of 16 • BRACE WALLS TOP AND BOTTOM PRIOR TO BACKFU,LNG S WELL SLOPED 12' PER 10 FEET DO NOT DIKE WITH r SOD OR EDGING EXTENDED ALONG THE BOTTOM OF THE EXCAVATION TOP 12' OF WELL COMPACTED BACKFILL DAMP PROOFING MODERATELY COMPACTED BACKFlLL DUBLE PIPE SLOPE DRAIN PIPE 118' PER FOOT TO DAYLIGHT OR TO A SUMP PIT BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL. IRRIGATION WATER AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WIHSOD EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG EXTENSIONS. Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. Allied Engineering Subsurface Investigation Project No. 18-103 Pg 16 of 16 Drilling location Moisture Content percent Dry Unit Weight - pct Sampie of From -f- 0-t H d i � at r j I W 3 01 1 0 10 100 APPLIED PRESSURE — ksf iC7 Moisture Content = percent Dry Unit Weight = pct Sample of: From: +`-- - - - — --- — — - z O H Q� r-� o z - z f o U i � t W atr dd t t 0.1 1.0 to 100 APPLIED PRESSURE — ksf Project No Project SWELL -CONSOLIDATION TEST RESULTS Fig. cR,4 City of y WheatjLdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 20, 2017 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 6025 West 40t' Avenue and Vacant Lot NEW ADDRESS: Lot 16025 West 40' Avenue (Existing) Lot 2 6033 West 401 Avenue (New) SUBDIVISION: Shadow Homes Subdivision LOT(s): 1 & 2 SECTION: 24 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE:j C) '2 1'� DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(a�jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(ajeffco.us and edel koCu)jeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.i.martinezAusps.gov and krissy j.summerfield(a)usps.po_v and arlene.a.vickrevnd usps.gov and bill} eco hill Ausps.gov 8. Xcel Energy, sandra.cardenas(d,xcelenergy.com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. \1 i1� 7IX L71 V.111' ff 9 it www.ci.wheatridge.com s DATE: Site Vicinity Map 5 s 06094W Farr,, b E 06090 w 1 - 06126,W 41 ST AVE 41 ST AVE 6. '41 ST AVE 41 ST AVE, KMWAN ST 06065 w 06045 W 06095 W 40TH AVE 40TH AVE E4dingadEres 40TH AVE Newidbess: 6025 6033 iL. M 40th'Ave 1 06017 W 06015 w W. 40 Ave r 40TH AVE 40TH AVE SbadmFlmnes Lon SUbdWWM RadmHonm SubdhOlm 40TH'AVE p� Z 4i.;. J �+ 03950 06095 W 06085 W' 06065, 06035.W 06010 w Z INGALLS 39TH PL 39TH PL 39TH PLI 38TH PL, 40TH AVE _ A