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HomeMy WebLinkAboutMS-17-01Meredith Reckert From: Meredith Reckert Sent: Tuesday, June 20, 2017 4:56 PM To: Dave Brossman; chessnoedenver@comcast.net Cc: cribbsco@gmaiLcom Subject: RE: 2880 Teller Street - 3rd Submittal Documents Hi, Mike I thought I'd take a quick peek at the last submittal just in case there is anything I need that is missing. I'm glad I did because removal of the drainage tract (Tract A) from Lot 3 has reduced Lot 3 below the 9000 square foot lot minimum in the R-2 zone district. I would recommend that the lot lines between Lots 1 and 2 and 2and 3 each be shifted a half a foot to the west, which should make up the missing 92 square feet from Lot 3. This will mean we won't have to process a variance. Please let me know if you have any questions. Meredith Reckert, AICP Senior Planner Office Phone: 303-235-2848 FAX: 303-235-2857 City, of Z W ficat F is��c (t)A1MIJNI I DI V1I0VMUN I From: Dave Brossman Sent: Wednesday, June 14, 2017 4:02 PM To: chessnoedenver@comcast.net Cc: Meredith Reckert <mreckert@ci.wheatridge.co.us>; cribbsco@gmaiLcom Subject: 2880 Teller Street - 3rd Submittal Documents Hi Mr. Chessnoe — Since you all have been waiting a while for comments I bumped your 3rd submittal to the top of my review list as a courtesy. I have reviewed the documents and find all of them to be approvable. Please note the following: 1. The Final Plat is ready for Mylar®; please obtain the notarized Owner's signature and sign & seal & return to the City for recording. 2. The reduced signed and sealed copies of the Drainage Plans aren't very clear, so please resend scanned (full- sized) signed and sealed PDF copies of both Drainage Plans and details and include a PDF of the signed and sealed Final Drainage Report for approval. At your convenience, also please send three (3) signed and sealed hardcopies of each for inclusion in the 1St Building Permit sets received for the subdivision. 3. Upon receipt of the above Plans and Report I will return all documents back to you stamped approved. 4. Please advise your client that fees in the amount of $4,853 will be due prior to the City recording the Final Plat as required by City Code. Thanks! M David F. Brossman, PLS Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235.2864 www.ci.wheatrid eg co.us �` City of W heat Ride PUBLIC WORKS CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 9894307 Fax: (303) 989-6725 www.westmetrofire.org West Metro Fire Protection District April 17, 2017 Bob Thomas PE 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 303-722-3267 chessnoedenverCa comcast.net Re: Case No. ms -17-01 2880 Teller Street Dear Mr. Thomas, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. The existing fire hydrant on the west side of Teller Street is acceptable for firefighting water supply. The proposed private drive does not meet the minimum requirements of the City's adopted fire code. Driveways serving more than two single family houses must meet City streets standards. For fire access there must be at least a 16 foot wide all-weather travel surface with additional 2 foot shoulders on both sides. Since this subdivision creates a dead-end access more than 150' long, a Fre code compliant turn around device must be incorporated into the plat. The drive aisle and turn around must be covered by an emergency access easement. The addresses must be clearly posted at the access from Teller Street and posted on each house using fire code compliant numerals and background as approved by the WMFPD. Permits are required from the fire district for all work on automatic fire protection systems, all work on automatic fire detection systems, underground fire line, solar photovoltaic systems, radio amplification, and for the storage of hazardous materials including the removal and placement of fuel storage tanks. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-9894307 extension 513 or e-mail: bkralOwestmetrofire.ora. ly�� Bruce Kral R, Fire Marshal -11"halever k Takes"..To Serve CASE HISTORY: 1. TELLER SUBDIVISION FUND NO. 1 IS A RESUBDIVISION OF PART OF LOT 1, BLOCK 4, EARTH'S SUBDIVISION RECORDED IN PLAT BOOK 1 AT PAGE 26, JEFFERSON COUNTY RECORDS, STATE OF COLORADO.. 2. CASE NO. MS -17-01. I U o 0 o� d I I TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION A OF PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 1 25.100' I I I I REC. NO. 2006060123 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 EAST RIGHT-OF-WAY LINE OF TELLER STREET AND THE WEST UNE OF LOT 1. BLOCK 4, BARTH'S SUBDIVISION I I TRUE POINT 9' IRREVOCABLE EASEMENT OF BEGINNING FOR INGRESS & EGRESS N: 701705.49 PER REC. 2006060123 E: 119810.43 103.40' I yl�b - r- - - - - - - - - - - - - - - - - - - - - I 57.0' I I I LOT LINE HEREBY CREATED T BY THIS PLAT I r w I 5UTILITY AND I LOT 1 DRAINAGE EASEMENT m n I 9,780 SO. FT. I �No ) 0.2245 ACRES I N I ZONING: R-2 1.50' HEREBY DEDICATED BY I THIS PLAT TO THE I CITY OF WHEAT RIDGE AS I PUBLIC RIGHT-OF-WAY I --� I (142 SQ. FT. -0.0033 ACRES) 1 ------------ -�- ----- ----- 10-�- uriLTTr — EASEMENT I 30' PRIVATE ACCESS DRIVE AND UTIUTY EASEMENT I !, I 103.60' SET MAGNETIC NAIL WITH 1.5" DIAMETER ALLOY DISK STAMPED "P.E. & L.S. 9489 1FT W W/C" WITNESS CORNER 1.00' WEST OF ACTUAL CORNER ON TOP OF FENCE DUE TO OBSTRUCTION ACTUAL CORNER: N: 701610.62 E: 119811.08 WEST 29TH AVENUE 50' ROW - - - 317.09' A.M. (317.10' REC.) SOUTH RIGHT-OF-WAY UNE OF WEST 29TH AVENUE AND THE NORTH UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION REC. NO. 2013021418 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 317.10' A.M. & REC. N89'53'18"E A.M. 8' UTILITY & DRAINAGE EASEMENT 105.00' F LOT LINE HEREBY CREATED 'i BY THIS PLAT 5' UTILITY AND J DRAINAGE EASEMENTL I 5' UTILITY AND LOT 2 r T DRAINAGE EASEMENT 9,844 SQ. FT. I I 0.2260 ACRES I I I ZONING: R-2 I I j REC. NO. 2016059247 I I PART OF THE NW1/4 / I I OF LOT 1, BLOCK 428• RAID./ I BARTH'S SUBDIVISION 1----- ZONING: R-2 67.00_ ------�--- ---�-moi 30' PRIVATE ACCESS DRIVE 26' FIRE LANE AND UTIUTY EASEMENT EASEMENT 317.10' A.M. & REC. S89'28'49 "W A.M. REC. NO. 87076275 THE SOUTH 100' OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 -T FOUND #3 REBAR IN 3/4" DIAMETER PIPE (USED FOR LINE & DISTANCE) REC. NO. 2015001125 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 - - - - - - - - - - - I )1 --LOT LINE HEREBY CREATED � n Z'Ta o 1 BY THIS PLAT oAd N "a N O 1-5,UTILITY AND I d 6 V) N N rn o NZ #9489 Ow - aON ZS_ 0w0o� I I I 20' FIRE LANE r EASEMENT = m m �Q LOT 3 DRAINAGE EASEMENTI N WNInt 8,908 SO. FT. REC. - DEED OR PLAT DISTANCE Ni w CSOOr n2 I in � I \ 28' RAD. 2 OJ H N * 17 N I \� I C "' S892849 ' w a p m \ 77.00' L----------------� RAT TRACT "A o n 25.00' � 1.50' 25.00' - I I I I I U w Of w 't no ao DUALITY AREAI N I w F3 N3 1.051 SQ FT. I o V) w 30' PRIVATE ACCESS DRIVE a O ACRES I vi o zF- rin o mo 0041 AND UTILITY EASEMENT �N ~ Z I, O N Y 5 N K cq 0' I. MS -17-01 0' m m K N m L 0 rC'i En oZ w0 Z 25.00' 25.00' Li Or. wao�o K d o m CASE HISTORY: 1. TELLER SUBDIVISION FUND NO. 1 IS A RESUBDIVISION OF PART OF LOT 1, BLOCK 4, EARTH'S SUBDIVISION RECORDED IN PLAT BOOK 1 AT PAGE 26, JEFFERSON COUNTY RECORDS, STATE OF COLORADO.. 2. CASE NO. MS -17-01. I U o 0 o� d I I TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION A OF PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 1 25.100' I I I I REC. NO. 2006060123 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 EAST RIGHT-OF-WAY LINE OF TELLER STREET AND THE WEST UNE OF LOT 1. BLOCK 4, BARTH'S SUBDIVISION I I TRUE POINT 9' IRREVOCABLE EASEMENT OF BEGINNING FOR INGRESS & EGRESS N: 701705.49 PER REC. 2006060123 E: 119810.43 103.40' I yl�b - r- - - - - - - - - - - - - - - - - - - - - I 57.0' I I I LOT LINE HEREBY CREATED T BY THIS PLAT I r w I 5UTILITY AND I LOT 1 DRAINAGE EASEMENT m n I 9,780 SO. FT. I �No ) 0.2245 ACRES I N I ZONING: R-2 1.50' HEREBY DEDICATED BY I THIS PLAT TO THE I CITY OF WHEAT RIDGE AS I PUBLIC RIGHT-OF-WAY I --� I (142 SQ. FT. -0.0033 ACRES) 1 ------------ -�- ----- ----- 10-�- uriLTTr — EASEMENT I 30' PRIVATE ACCESS DRIVE AND UTIUTY EASEMENT I !, I 103.60' SET MAGNETIC NAIL WITH 1.5" DIAMETER ALLOY DISK STAMPED "P.E. & L.S. 9489 1FT W W/C" WITNESS CORNER 1.00' WEST OF ACTUAL CORNER ON TOP OF FENCE DUE TO OBSTRUCTION ACTUAL CORNER: N: 701610.62 E: 119811.08 WEST 29TH AVENUE 50' ROW - - - 317.09' A.M. (317.10' REC.) SOUTH RIGHT-OF-WAY UNE OF WEST 29TH AVENUE AND THE NORTH UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION REC. NO. 2013021418 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 317.10' A.M. & REC. N89'53'18"E A.M. 8' UTILITY & DRAINAGE EASEMENT 105.00' F LOT LINE HEREBY CREATED 'i BY THIS PLAT 5' UTILITY AND J DRAINAGE EASEMENTL I 5' UTILITY AND LOT 2 r T DRAINAGE EASEMENT 9,844 SQ. FT. I I 0.2260 ACRES I I I ZONING: R-2 I I j REC. NO. 2016059247 I I PART OF THE NW1/4 / I I OF LOT 1, BLOCK 428• RAID./ I BARTH'S SUBDIVISION 1----- ZONING: R-2 67.00_ ------�--- ---�-moi 30' PRIVATE ACCESS DRIVE 26' FIRE LANE AND UTIUTY EASEMENT EASEMENT 317.10' A.M. & REC. S89'28'49 "W A.M. REC. NO. 87076275 THE SOUTH 100' OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 -T FOUND #3 REBAR IN 3/4" DIAMETER PIPE (USED FOR LINE & DISTANCE) REC. NO. 2015001125 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 - - - - - - - - - - - c. )1 --LOT LINE HEREBY CREATED SET y5 REBAR W/ 1.25" DIA. n Z'Ta o 1 BY THIS PLAT N w Y N N P.E. & L.S. #9489 1-5,UTILITY AND I N w -Jpop 1 DO r1 DRAINAGE EASEMENT N rn o NZ #9489 Ow - OQ FOUND MONUMENT AS NOTED ti o it voi � N I 20' FIRE LANE r EASEMENT I 8' UTILITY AND �I �Q LOT 3 DRAINAGE EASEMENTI -inn Q 8,908 SO. FT. REC. - DEED OR PLAT DISTANCE Ni w 0.2045 ACRES ZONING: R-2 I in � I \ 28' RAD. 30.07' I * 17 N I \� I C "' S892849 ' d 'o \ 77.00' L----------------� RAT TRACT "A o n .- --- ----w - I I w w WITH THE CITY OF WHEAT RIDGE DATUM. w 't no ao DUALITY AREAI N I\_�-- Z m m 1.051 SQ FT. I o N Ian W • f=n U' 30' PRIVATE ACCESS DRIVE _ ono0.0241 O ACRES I vi o zF- rin o mo 0041 AND UTILITY EASEMENT �N w0J wo om SET #5 REBAR WITH 1.25" DIAMETER ORANGE PLASTIC CAP STAMPED "P.E. & L.S. 9489 1FT N W/C" WITNESS CORNER 1.00' NORTH OF ACTUAL CORNER DUE TO OBSTRUCTION ACTUAL CORNER: N: 701580.23 E: 120082.50 I I IIIA \ 317.11' A.M. F- (317.10' REC.) 89'52'32"' FOUND N0. 5 REBAR SOUTH LINE OF LOT 1, BLOCK 4, WITH NO CAP (USED FOR BARTH'S SUBDIVISION LINE AND DISTANCE) 90'07'16'+ 12/.53 342.59' A.M. r w w 3 SET y5 REBAR W/ 1.25" DIA. n Z'Ta o FOUND #4 REBAR WITH NO CAP N w Y N N P.E. & L.S. #9489 (USED FOR UNE & w m N w -Jpop 1 DO DISTANCE) N rn o NZ #9489 Ow - OQ FOUND MONUMENT AS NOTED ti o it voi � N FOUND CROSS CUT IN GONG WALK N U w J x N= �Q d O m A.M. ^- AS MEASURED IN FIELD REC. - DEED OR PLAT DISTANCE GRAPHIC SCALE PROPERTY BOUNDARY UNE IN FEET ) PROPOSED LOT LINE I inch = 20 It. 12/.53 I EGEND I SET y5 REBAR W/ 1.25" DIA. n Z'Ta o ORANGE PLASTIC CAP STAMPED N w Y N N P.E. & L.S. #9489 w z UO 5 I a SET MAG. NAIL W/ 1.5" DIA. N w -Jpop 1 DO O ALLOY DISK STAMPED P.E. & L.S. N rn o NZ #9489 Ow - OQ FOUND MONUMENT AS NOTED n Z O rO !n z FOUND CROSS CUT IN GONG WALK N U w J x N= FIELD ANGLE d O m A.M. ^- AS MEASURED IN FIELD REC. - DEED OR PLAT DISTANCE PROPERTY BOUNDARY UNE EXISTING LOT UNE PROPOSED LOT LINE - - - CITY BOUNDARY _ - - - RIGHT-OF-WAY LINE - - SECTION LINE ---------- EASEMENT NOTE: PROPERTY CORNER COORDINATES ARE MODIFIED STATE PLANE COORIDNATES CONSISTENT w w WITH THE CITY OF WHEAT RIDGE DATUM. w 't no ao Z m m N Ian W • f=n U' ti = z o zF- rin o mo 0041 �N w0J wo om d �r K CASE .HISTORY D- a MS -17-01 DATE OF PREPARATION: FEBRUARY 21. 2017 FOUND NO. 3 REBAR WITH FLAGGING AND WITH NO CAP (USED FOR LINE AND DISTANCE) PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE g2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: chessnoedenver®comcast.net TELLER SUBDMSION HUNG NO. 1 City of W heat Pdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. April 7, 2017 Jason Cribbs 2480 Xavier Street Denver, CO 80212 Dear Mr. Cribbs: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to an application filed for approval of a three -lot subdivision plat for property located at 2880 Teller Street. The second submittal has been reviewed and the following are comments regarding the first submittal. PLAT DOCUMENT Sheet One 1. The vicinity map is still difficult to read due to printing words on top of each other which makes it confusing for the reader. Modify the map so that street names are legible and the site location is clearly visible. Sheet Two 1. Correct the size of Lot 3 with removal of the dr4ainage easement into a separate tract. OTHER 1. Fees in lieu of parkland dedication in the amount of $2497.29 for each of the new units will be required at the time of plat recording. Attached are referrals received from other city departments and outside agencies regarding the plat document. Wheat Ridge Public Works: See attached letter from Dave Brossman dated April 6, 2017. Provided via email. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. Once the changes have been made, please submit one 24" x 36" hard copy of the plat document and an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. 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No Z -H ::O S,NLLVB L-tl ONs.w No Z-88(LS INOZ B '[ MOOle 'Z I d0 '[ NOOle Z 101 dD Z/1N 3NL 30 lWd 999Z90910Z 'ON '03L Z/LN 3NL 40 1tlVd ZLZMU ON 'M S j 4 h8 dg c City of Wheat�idge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: April 6, 2017 SUBJECT: MS -17-01 / Teller Subdivision, Filing No. 1 — 2nd PW Review Comments I have completed my second review of the Final Plat for the property located at 2880 Teller Street received on March 10, 2017, and the following are my comments: PLANNING & ZONING Final Plat: Sheet 1 1. Please modify the Standard Easement language to directly correspond to what is being platted (refer to redlined plat). 2. Please include the following Note pertaining to Tract "A": "TRACT "All: THE STORMWATER QUALITY AREA HEREIN SHOWN AS "TRACT A", IS A NON -BUILDABLE TRACT THAT SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER, AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE STORMWATER QUALITY AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC OR WATER QUALITY CHARACTERISTICS OF THE STORMWATER QUALITY AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS." 3. Please clean up the overlap in the Vicinity Map. 4. In the Basis of Bearings/Section Tie Detail, PW highly suggests that the Basis of Bearings and both sections ties be within the same Quarter -Section where the subject property resides. It's a bit unusual to have these both be in another quarter section. 5. In the GENERAL NOTES: Teller Subdivision Review-2.ltr.docx Public Works Engineering April 6, 2017 Page 2 a. In Note #1, Basis of Bearings, The section line defined by Monuments 16709 and 16809 is actually the NORTH line of the SE 1/4, Section 26, which is the 1/4 section where the subject property is located. (It is better to use this N. line rather than the W. line of the NE 1/4). Please correct this. b. Correct the typo in Note #7. Sheet 2: 1. Some text needs to be moved around a bit on the westerly side of Lot 1 (refer to redlined plat). 2. Rename the easement along the north portion of Lot 2 to "8' Utility & Drainage Easement" to remain consistent throughout. 3. The City of Wheat Ridge Geodetic Surveying Requirements state that "modified state plane coordinates consistent with the Current City Datum shall be shown for all property corners". Please include these for the 4 subdivision corners. 4. Please note that all stormwater detention/WQ facilities shall lie within a non - buildable Tract "A" that is fully encumbered by a Stormwater Easement to the benefit of the City. 5. Please darken the subdivision boundary linetype to be more visible. CIVIL ENGINEERING Final Drainage Report (Discussion) 1. All previous comments have been sufficiently addressed. 2. Please provide one signed and sealed hardcopy and a PDF scan of the signed/sealed Report for approval. Final Drainage Report (Appendix) 1. All previous comments have been sufficiently addressed. Final Drainage Plans: 1. On the Developed Drainage Plan, please identify the boundary of the Stormwater Easement as being Tract "A". 2. The following comments pertain to the Developed Drainage Details sheet: a. On Section B -B it shows the proposed swale being constructed right up to the property line. Please be advised, and as previously stated, that no stormwater conveyance may be constructed within two (2) feet of any property line. It appears that given the shallow depth maybe the proposed swale can be reduced to 6' wide with the flowline located 5' from the property line. b. The Trash Rack and Orifice Plate detail has a big, bold line through it that seems misplaced. c. In the WQ Pond Detail and Curb Section detail, make sure it is clear that the WQ facility is located at least 2' from the property line. Teller Subdivision Review-2.ltr.docx Public Works Engineering April 6, 2017 Page 3 d. In the Outlet Detail: i. Identify the 100 -year WSEL in the Outlet Detail. ii. The orifice control plate shows 3 rows in this detail, while only 1 single row is shown in the Outlet Detail Water Quality Pond Section. Please be sure these correspond to one another. iii. The depth of the pond does not seem to be shown correctly. For one thing, two different values (0.74' P1 and 0.67' P2) are shown, and neither of these appears correct. It's 0.85' from bottom to WQCV WSEL; please clarify. iv. Please note that the smallest allowable orifice is 1/2" (due to clogging). PW understands the pond may drain a bit faster than with the 3/8" but after taking into consideration size of the basin and the clogging potential with such a small orifice we are fine with the pond draining faster. Please provide one signed and sealed hardcopy and a PDF scan of the signed/sealed Plan and Details sheets for approval. Grading and Utility Plan 1. Please remove the surveying information that was needed for the Final Plat (but not for this sheet). 2. Along those same lines, remove the existing contour and Legend info. This info is provided on the Drainage Plan and is unnecessary on this sheet (it adds a bunch of clutter). 3. The bar scale is masked; the scale needs to be shown on this sheet 4. Need to include the following items with the Construction Plan set: a. The Cross-sections A -A through C -C (from the Drainage Plan). b. Demolition Sheet showing the existing structure, asphalt pavement, etc. to be removed. 5. Include the following Notes: a. "THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY." b. "NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." 6. Please provide one signed and sealed hardcopy and a PDF scan of the signed/sealed Plan sheet for approval. Teller Subdivision Review-2.Irr.docx Public Works Engineering April 6, 2017 Page 4 OTHER REOUIREMENTS: Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 2. Drainage Certification: A Drainage Certification Letter from the Engineer -of -Record stating that all drainage related items and public improvements were constructed in accordance with the civil construction plans and shall function as stated in the approved Final Drainage Report/Plan. The Certification Letter shall be accompanied by As -Built plans in support of the statements made in the Letter prior to issuance of the first Certificate of Occupancy for the subdivision as required by the Municipal Code of Laws. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all drainage -related items such as detention ponds, outlet structures, drainageways or pans, and curb & gutter. Include any applicable COWR standard details for proposed constructed items (refer to Item 7, Additional Information below). Please note that the Public Works highly recommends that fees be taken in lieu of construction for required public improvements along the Teller Street frontage. The minimum required frontage improvements are 6" vertical curbing with a monolithic 5' wide sidewalk. The fees for these improvements are $4,853, which shall be paid prior to recordation of the approved plat as required per Sec. 26-417 of the Municipal Code of Laws. 4. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre - construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 5. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to commencement of any construction within the public right-of-way (ROW) including utility connections, the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not Teller Subdivision Review-2.ltr.docx Public Works Engineering April 6, 2017 Page 5 limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and any necessary easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCADO DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridile.co.us Please include one PDF and one AutoCAD (2015 or older) DWG file of the Final Plat and one PDF of all the revised Civil Documents with the next submittal. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor / Development Review Engineer CC: Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File Teller Subdivision Review-21r.docx DEDICATION AND OWNER'S CERTIFICATE: I, LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY, BEING THE OWNER OF REAL PROPERTY CONTAINING 29,726 SQUARE FEET OR 0.6824 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: A PART OF THE NORTHWEST QUARTER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION AS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY, STATE OF COLORADO, AT RECEPTION NO. 2016059247, ALSOBEING IN PART OF THE SOUTHEAST ONE-QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER CORNER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE S42'44'39"E A DISTANCE OF 1992.23 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE EAST RIGHT-OF-WAY UNE OF TELLER STREET, ALSO BEING ON THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION; THENCE N89"53'18"E, A DISTANCE OF 317.10 FEET; THENCE S00"23'55"E, A DISTANCE OF 92.61 FEET; THENCE S89'28'49"W, A DISTANCE OF 317.10 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF TELLER STREET, ALSO BEING ON THEWEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION, THENCE NOD .23'43"W ALONG SAID RIGHT-OF-WAY LINE AND WEST UNE OF SAID LOT 1, BLOCK 4, A DISTANCE OF 94.87 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND SME OF TELLER SUBDIVISION RUNG NO. 1, A SUBDIVISION OF A PART OF THE CITY OF MEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF MEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF MEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/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 UMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. OWNER: LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY MANAGER: CHRISTOPHER B. REILLY STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _DAY OF A.D. 20_ BY CHRISTOPHER B. REILLY, MANAGER, LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC ADDRESS I, MICHAEL S. CHESSNOE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF TELLER SUBDIVISION FIUNG NO. 1 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 ACCURATELY REPRESENTS SAID SURVEY. MICHAEL S. CHESSNOE, P.E. & L.S. 9489 (SURVEYOR'S SEAL) PRIVATE ACCESS EASEMENT, THE OMNER, HIS SUCCESSORS AND ASSIGNS GRANTS UNITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'PRIVATE ACCESS EASEMENT', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE UNITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OMNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM ABUTTING PUBLIC STREETS STANDARD EASEMENTS: TEN -FOOT (10') WOE EASEMENT IS HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS. FIVE-FOOT (5') WDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL REAR AND SIDE LOT UNES OF EACH LOT IN THE SUBDIMSION OR PUTTED AREA. THESE EASEMENTS ARE DEDICATED FOR DRAINAGE, FIVE-FOOT (5') 'WOE EASEMENTS AS ILLUSTRATED UPON THIS PLAT FOR THE INSTALLATION. MAINTENANCE, AND REPLACEMENT OF ELECTRIC. GAS TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES. UTILITIES SHALL ALSO BE PERMITTED VATHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WTHIN SAID URUTY EASEMENTS. TELLER SUBDIVISION FILING NO. RESUBDIVISION OF A PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NORTH 1/4 CORNER OF SECTION 26, T3S, R69W, 6TH PA. FOUND 3 1/4" DIAMETER BRASS CAP STAMPED "LS 13212" IN RANGE BOX RANGE BOX LOCATION CALCULATED PER CITY OF MEAT RIDGE DATUM CITY OF WHEAT RIDGE Pi. N0. 15709 N=705823.48 E=118443.25 SHEET 1 OF 2 VICINITY MAP l SCALE 1"=500' 167 WEST 32ND AVENUE 168 9 CAP STAMPED 'LS 13212" IN RANGE BOX CITY OF WHEAT RIDGE IDd 15809 V7 LOCATION CALCULATED PER WEST 38TH AVENUE CIN OF WHEAT RIDGE DATUM 2633.65' REC_ N:]05840.03 S89'38'24"W REO E=1210]6.85 NORTH LINE. NE 1/4 OF SEC. 26 I I. - ITY OF WHEAT RIDGE ID/ 16809 z OF -WAY DEDICATION 29,726 w I I DO ATTEST 3 W - E=118458.25 W. 3 TH• AVE.N CITY CLERK MAYOR a NORTH UNE. SE 1/4 OF SEC. 26 w T'� COMMUNITY DEVELOPMENT DIRECTOR W o W s S W QW f� o J0 OF PUBLIC m o I w LL S 5?dw \M$AIR>� * vl/jpqHAC Citt LIMITS 1 J167V) I 'a JQ. 8TH AVE Nw wOf IS O COUNTY JEFFERSON OF J) W Q WO V1 W nI \ I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK O w Ln SITE AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT CASE HISTORY 0 of a W. 27TH AVE. S O'CLOCK_ M. ON THE _ DAY OF A.D., 1 J V'o WEST 26TH AVE NU 1 881Nr VICINITY MAP l SCALE 1"=500' NORTHEAST CORNER OF SECTION 26, T3S. R69W. STH P.M. 3 1/4" DIAMETER BRASS n CAP STAMPED 'LS 13212" IN RANGE BOX CITY OF WHEAT RIDGE IDd 15809 CENTER 1/4 CORNER OF SECTION 26. LOCATION CALCULATED PER WEST 38TH AVENUE CIN OF WHEAT RIDGE DATUM 2633.65' REC_ N:]05840.03 S89'38'24"W REO E=1210]6.85 NORTH LINE. NE 1/4 OF SEC. 26 I gmo NOTEe. 1. BASIS OF BEARINGS: THE WEST LINE OF THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, SAID LINE ASSUMED TO BEAR N00'19'25"W BETWEEN TWO MONUMENTS 2654.95 FEET APART; ONE MONUMENT BEING THE CENTER Y4 OF SAID SECTION 26, A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CITY OF WHEAT RIDGE ID NO. 16709, CITY DATUM COORDINATES N=703168.57, E=118458.25, LAT.=39'45'40"N LONG.=105.04'50"W; AND THE OTHER BEING THE NORTH 1/4 CORNER OF SAID SECTION 26, A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CITY OF WHEAT RIDGE ID NO. 16809, CITY DATUM COORDINATES N=703180.19, E=121095.96, LAT.=39'46'10"N LONG.=105'04'50"W, AT THE NORTH 1/4 CORNER OF SAID SECTION 26. 2. PER C.R.S. 38-52-106(L). ALL UNEAL UNITS DEPICTED ON THIS LAND SURVEY 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. 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 4. 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 SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 5. MONUMENT DEFACING STATEMENT: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 6. CERTIFICATION AND USE OF THE WORD CERTIFY IS DEFINED AS FOLLOWS: SAID CERTIFICATION OR USE OF THE WORD CERTIFY AS A STATEMENT IS BASED UPON THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR'S KNOWLEDGE, INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED (PER COLORADO STATE BOARD RULE NO. 6.2.2). 7. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND-BASED MODIFIED FORM OT THE NAD% STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. 8. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 9. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD5%2 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1071258.75, EASTING: 3118217.58, ELEVATION: 5471.62. POINT OF COMMENCEMENT CASE HISTORY: 1. TELLER SUBDIVISION FILING NO. 1 IS A RESUBDIVISION OF PART OF LOT 1. BLOCK 4, BARTH'S SUBDIVISION RECORDED IN PLAT BOOK 1 AT PACE 26, JEFFERSON COUNTY RECORDS, n STATE OF COLORADO.. CENTER 1/4 CORNER OF SECTION 26. 2. CASE NO. MS -17-01. DATA TARLE• � a w NORTHEAST 1/4 3 a AREA (S0. FT.) AREA ACRES SECTION 26 QI<�m �I'a� T35, R69W PI'r LOT 7 9,780 0.2245 LOT 2 NUs i i _ 9,844 0.2260 LOT 3 9,960 0.2286 - ITY OF WHEAT RIDGE ID/ 16809 z OF -WAY DEDICATION 29,726 w I I WEST 32M AVENUE LOCATION CALCULATED PER POINT OF COMMENCEMENT EAST 1/4 CORNER OF SECTION 26, CENTER 1/4 CORNER OF SECTION 26. T3S, R69W. 6TH P.M. CITY CERTIFICATION: T35, R69W. 6TH P.M. FOUND 3 1/4" DIAMETER BRASS I 3 1/4" DIAMETER BRASS CAP STAMPED "LS 32429" IN RANGE BOX APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. CAP STAMPED 'LS 13212" IN RANGE BOX 1 ITY OF WHEAT RIDGE ID/ 16809 CITY OF WHEAT RIDGE DATUM WEST 32M AVENUE LOCATION CALCULATED PER ATTEST CITY OF WHEAT RIDGE ICY 16709 N=]03168.5] 2637.74' REC. CITY OF WHEAT RIDGE DATUM N=703180.19 - E=118458.25 _ N89_44'51'E REG E=121095.96 SOUTH LINE, NEI 4 OF SEC. 26 CITY CLERK MAYOR a NORTH UNE. SE 1/4 OF SEC. 26 w T'� COMMUNITY DEVELOPMENT DIRECTOR C/ \� o � s S DIRECTOR WORKS f� o _ u OF PUBLIC m o I w LL J'PTn?,y COUNTY Cl FRK AND RECORDERS CERTIFICATE: `v Citt LIMITS 'a JQ. STATE OF COLORADO ) IS O COUNTY JEFFERSON OF J) IIv W nI \ I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK o N AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT CASE HISTORY a TRUE POINT S O'CLOCK_ M. ON THE _ DAY OF A.D., V'o OF BEGINNING OF z IN BOOK__ PAGE_, RECEPTION NO. SITEw o I€ JEFFERSON COUNTY CLERK AND RECORDER DATE OF PREPARATION: SOUTHEAST 1/4 SOUTHEAST CORNER OF SECTON 26. BY; FEBRUARY 21, 2017 SOUTH 1/4 CORNER OF SECTION 26. SECTION 26 T35. R69W, 6TH P.M. DEPUTY T35, R69W, ETHP.M. - 2" DIAMETER ALUMINUM T35, R69W 3 1/4" DIAMETER BRASS CAP STAMPED "LS 23047' IN RANGE BOX CAP STAMPED 'LS 13212" IN RANGE BOX LOCATION CALCULATED PE I CITY OF WHEAT RIDCE DATUM LOCATION CALCULATED PER Cltt OF WHEAT RIDGE DATUM CITY OF WHEAT RIDGE ON 16881 PREPARED BY: CHESSNOE AND ASSOCIATES CITY OF WHEAT RIDGE I.16781 WEST 26TH AVENUE N=7000540.51 4101 EAST WESLEY AVENUE, N=]00524.66 Cityyf Wheat Ridge 2638.21' REC. E=121111.43 SUITE X12, E=118473.2] DENVER, COLORADO 80222 City of Lakewood REC. SOUTH LINE.INE.SE 5E 1/ 1/4 OF SEC. 26 PHONE: 303-722-3267e BASIS OF BEARINGS/SECTION TIE DETAIL SCALE 1".500' TELLER SUBDIVISION FILING NO. 1 I I I I TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION A OF PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1 25.00' REC. NO. 2006060123 PART OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 w EAST RIGHT-OF-WAY o LINE OF TELLER STREET vi °71 AND THE WEST LINE OF LOT 1, BLOCK 4, d BARTH'S SUBDIVISION - o 29TH AVENUE -50' ROW -- -- -- 317.09' A.M. (317.10 REC.) - -- I/ o7 ZU 5N I2w-jmD_ f o =m SET #5 REBAR W/ 1.25" DIA. SOUTH RIGHT-OF-WAY N LL N N Z ORANGE PLASTIC CAP STAMPED LINE OF WEST 29TH AVENUE (USED FOR LINE & 1- N Z AND THE NORTH LINE OF LOT 1, BLOCK 4, DISTANCE) SET MAG. NAIL W/ 1.5" DIA. 10 Z �O N N W J Co' ll� 0 ALLOY DISK STAMPED P.E. & LS. REC. NO. 2013021418 wa0 #9489 PART OF THE NW1/4 PART OF THE NW1/4 0Do 25.00' I � I 1.50' 25.00' - BARTH'S SUBDIVISION I U, w -Ern ZONING: R-2 + = FIELD ANGLE Ed �0 d N3 A.M. - AS MEASURED IN FIELD U1 w a In W O� PROPERTY BOUNDARY LINE N EXISTING LOT LINE O r\�O mn USN PROPOSED LOT LINE �Z Ch O Z I 1Ow-jOX o DO Do - - — SECTION LINE C7 Z L, Z 25.00' ��- 25.00' U U <� N w< u- ofCL 0m CASE HISTORY: 1. TELLER SUBDNISION FUNG NO. 1 IS A RESUBDINSION OF PART OF LOT 1, BLOCK 4, EARTH'S SUBDIVISION RECORDED IN PUT BOOK 1 AT PAGE 26, JEFFERSON COUNTY RECORDS, STATE OF COLORADO.. 2. CASE NO. MS -17-01. 9' IRREVOCABLE EASEMENT TRUE POINT rFOR INGRESS & EGRESS OF BEGINNING I PER REC. 2006060123 SHEET 2 OF 2 WEST -- 29TH AVENUE -50' ROW -- -- -- 317.09' A.M. (317.10 REC.) - -- I/ f FOUND #3 REBAR IN SET #5 REBAR W/ 1.25" DIA. SOUTH RIGHT-OF-WAY 3/4- DIAMETER PIPE ORANGE PLASTIC CAP STAMPED LINE OF WEST 29TH AVENUE (USED FOR LINE & P.E. & L.S. #9489 AND THE NORTH LINE OF LOT 1, BLOCK 4, DISTANCE) SET MAG. NAIL W/ 1.5" DIA. BARTH'S SUBDIVISION N W J Co' ll� 0 ALLOY DISK STAMPED P.E. & LS. REC. NO. 2013021418 REC. NO. 2015001125 #9489 PART OF THE NW1/4 PART OF THE NW1/4 FOUND MONUMENT AS NOTED OF LOT 1, BLOCK 4, OF LOT 1, BLOCK 4, FOUND CROSS CUT IN CONIC WALK BARTH'S SUBDIVISION BARTH'S SUBDIVISION ZONING: R-2 ZONING: R-2 I 1-1--- LOT LINE HEREBY CREATED BY THIS PLAT I I 1n I I C a I 5' UTILITY AND rn o I LOT 1 DRAINAGE EASEMENT '1 N I 10' UTILITY 9,780 SQ. FT. EASEMENT 0.2245 ACRES ZONING: R-2 1.50' HEREBY DEDICATED BY THIS PLAT TO THE I CIN OF WHEAT RIDGE AS I PUBLIC RIGHT-OF-WAY I (142 SQ. FT. -0.0033 ACRES) -- -� - - - - - - - - - - - - I �- I 30' PRIVATE ACCESS DRIVE AND UTILITY EASEMENT I I SET MAGNETIC NAIL 'NTH 1.5" DIAMETER ALLOY DISK STAMPED "P.E. & L.S. 9489 1FT W W/C" WITNESS CORNER 1.00' WEST OF ACTUAL CORNER ON TOP OF FENCE DUE TO OBSTRUCTION 317.10' A.M. & REC. N89'53'18"E A.M. 8' DRAINAGE & UTILITY EASEMENT 105.00' IF LOT UNE HEREBY CREATED BY THIS PLAT 5' UTIUTY AND DRAINAGE EASEMENT 5' UTILITY AND LOT 2 Y t - DRAINAGE EASEMENT 9,844 SO. FT. 0.2260 ACRES I ZONING: R-2 I j REC. NO. 2016059247 I I PART OF THE NW1/4 I I OF LOT 1, BLOCK 4, I BARTH'S SUBDIVISION L- ZONING_ R-2 ------ ----------- 30' PRIVATE ACCESS DRIVE AND UTIUTY EASEMENT 317.10' A.M. & REC. 589'28'49"W A.M. REC. NO. 87076275 THE SOUTH 100' OF THE NW1/4 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 I I III- \ 317.11' A.M. �- (317.10' REC.) 89'52'32'• FOUND NO. 5 REBAR WITH NO CAP (USED FOR LINE AND DISTANCE) ------------------------ LOT LINE HEREBY CREATED ~ BY THIS PLAT I I 5' UTILITY AND DRAINAGE EASEMENT I LOT 3 8' UTILITY AND --1DRAINAGE EASEMENT 9,960 SQ, FT. I 0.2286 ACRES ZONING: R-2 I I I i _ I I F-22.00 -}- L-----� - 77.00'-------- 1 S'TORMWATER I o i o EASEMENT I 30' PRIVATE ACCESS DRIVE AND UTILITY EASEMENT ,o., in I I 107.00' 77.00' 22.00' 8 SET M RE.- 1.25 EBAR WITH / 1.25' DIAMETER ORANGE J/ PLASTIC CAP STAMPED "P.E. & L.S. 9489 1FT N W/C" WITNESS CORNER 1.00' NORTH OF ACTUAL CORNER DUE TO OBSTRUCTION SOUTHLINE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION 90'07'16"+ - T Q - '42'47"• v Ld 342.59' A.M. w w 3 FOUND g4 REBAR � 0 WITH NO CAP (USED FOR LINE & w 0 DISTANCE - w c r o� N d GRAPHIC SCALE IN FEET ) 1 Inch = 20 (t. H- Edw w ro �0 U r^\SN � WOoE': �zmm NIIn w -NU o� ci zwo No �O J F- N o� Cjw W� -� w0 Cr Om < � Q a FOUND NO. 3 REBAR WITH FLAGGING AND WITH NO CAP (USED FOR LINE AND DISTANCE) CASE HISTORY MS -17-01 11 DATE OF PREPARATION FEBRUARY 21, 2017 PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: chessnoedenve 0—cast.net TELLER SUBDIVISION FILING NO. 1 LEGEND I/ f I SET #5 REBAR W/ 1.25" DIA. n "µ ZZ ORANGE PLASTIC CAP STAMPED .. N Y h W N P.E. & L.S. #9489 w Z S I a SET MAG. NAIL W/ 1.5" DIA. N W J Co' ll� 0 ALLOY DISK STAMPED P.E. & LS. 7 #9489 O w^ Z FOUND MONUMENT AS NOTED Z U 1- N Z FOUND CROSS CUT IN CONIC WALK M N !n w ¢ 0 + = FIELD ANGLE N d 0 Do A.M. - AS MEASURED IN FIELD 0 REC. - DEED OR PLAT DISTANCE In PROPERTY BOUNDARY LINE EXISTING LOT LINE PROPOSED LOT LINE — - — CITY BOUNDARY - - RIGHT-OF-WAY LINE - - — SECTION LINE ---------- EASEMENT H- Edw w ro �0 U r^\SN � WOoE': �zmm NIIn w -NU o� ci zwo No �O J F- N o� Cjw W� -� w0 Cr Om < � Q a FOUND NO. 3 REBAR WITH FLAGGING AND WITH NO CAP (USED FOR LINE AND DISTANCE) CASE HISTORY MS -17-01 11 DATE OF PREPARATION FEBRUARY 21, 2017 PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: chessnoedenve 0—cast.net TELLER SUBDIVISION FILING NO. 1 City of �`J`I heatidge MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2911 Ave. February 15, 2017 Jason Cribbs 2480 Xavier Street Denver, CO 80212 Dear Mr. Cribbs: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to an application filed for approval of a three -lot subdivision plat for property located at 2880 Teller Street. The application has been reviewed and the following are comments regarding the first submittal. PLAT DOCUMENT Sheet One 1. The vicinity map contains survey information, which makes it confusing for the reader. Modify the map so that street names are legible and the site location is clearly visible. 2. Add Case No. MS -17-01 to the case history box. 3. Add a note indicating that the zoning on the property is R-2. 4. Remove the Planning Commission certificate. 5. Modify the City Certification to remove the reference to City Council so it reads "by the City of Wheat Ridge". Sheet Two No comments. OTHER Fees in lieu of parkland dedication in the amount of $2497.29 for each of the new units will be required at the time of plat recording. Attached are referrals received from other city departments and outside agencies regarding the plat document. CenturyLink: See attached correspondence from Dustin Pulciani dated February 14, 2017. Consolidated Mutual Water District: See attached correspondence from Andy Rogers dated February 1, 2017. Wheat Ridge Police Department: See attached email from Mark Coney dated January 30, 2017. Wheat Ridge Public Works: See attached letter from Dave Brossman dated January 11, 2017. www.ci.w h eatridge.com s Wheat Ridge Sanitation: See attached letter from Bill Willis dated December 19, 2016. Xcel Energy: See attached correspondence from Donna George dated February 10, 2017. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. Once the changes have been made, please submit one 24" x 36" hard copy of the plat document and an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner Meredith Reckert From: Pulciani, Dustin <Dustin.Pulciani@centurylink.com> Sent: Tuesday, February 14, 2017 2:46 PM To: Meredith Reckert Subject: RE: land use referral Meredith, CenturyLink approves of the replat of this property. Please let me know if you have any questions or if you need any other info. Thanks Dustin Pulciani, ROW Agent Century Link 700 W. Mineral Ave., Littleton, CO 80120 Cell: 720-520-3133 Dustin.Pulciani@centurylink.com CenturyLink- Stronger Connected" From: Meredith Reckert [maiIto:mreckert@ci.wheatridge.co.us] Sent: Monday, January 30, 2017 2:46 PM To: Brooks, Kelly (kbrooks@westmetrofire.org); Bruce Kral; George, Donna L(Donna.L.George@xcelenergy.com); Pulciani, Dustin; bwillis@martinmartin.com; Proberts@martinmartin.com; mqueen@cmwc.net Subject: land use referral Meredith Reckert, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2848 FAX: 303-235-2857 www.ci.wheatridge.co.us ��J i ilr' tag YY 1-16 at I 1C ye IC0.40MtIN11"t'DIVIIOr-Al INl Z" CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. C�CONSOLIDA TED mutual water 12L-74 Z� February 1, 2017 City of Wheat Ridge Community Development Ms. Meredith Reckert 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Case Number MS -17-01— 2880 Teller Street Dear Ms. Reckert: This letter will acknowledge receipt of your submittal regarding the above referenced property. Please be advised that the above referenced property is in an area served by The Consolidated Mutual Water Company. Domestic water service may be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. Our records indicate that the property addressed as 2880 Teller Street is currently receiving domestic water from the Company through a 5/8 -inch meter (CMWCo Tap Number 18497/Account Number 01000807-02.) Domestic water service may continue to be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. The Company requires that a new application for water service be completed by the owner and returned to the Company at the time there is a change in use. The Company considers a remodel or building addition as a "change of use." The Company's rules, regulations, and requirements further state that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue - P.O. Box 150068 - Lakewood, Colorado 80215 Telephone (303)238-0451 - Fax (303)237-5560 City of Wheat Ridge Community Development Ms. Meredith Reckert February 1, 2017 Page 2 Fire protection requirements should be obtained from West Metro Fire Protection District ("District") and those requirements forwarded to this office by the District at the earliest possible time. We can then determine if additional system improvements would be required to meet the demands set forth by the District. A separate meeting must be scheduled with the Company's Engineering Department at (303) 238-0451 for an in depth review of the proposed project specific to domestic water, water infrastructure, and fire protection service requirements. If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, Andy Rogers Vice President of Engineering and Distribution cc: Bruce Kral, West Metro Fire Protection Fire Marshall Michael E. Queen, CMWCo President Zach Queen, CMWCo Superintendent of Distribution Kim Medina, CMWCo Tap Administrator Meredith Reckert From: Mark Cooney Sent: Monday, January 30, 2017 2:56 PM To: Meredith Reckert Subject: RE: land use referral I have no problem with this. Mark Cooney Investigations Commander Wheat Ridge Police Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2931 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Meredith Reckert Sent: Monday, January 30, 2017 2:39 PM To: Dave Brossman; Mark Van Nattan; Michael Arellano; Joyce Manwaring; Mark Cooney Subject: land use referral Attached is a new land use referral for property at 2880 Teller Street. Additional submittal documentation can be found in the V drive/Community Development/Land Use Referrals/MS-17-01. Meredith Reckert, AICP Senior Planner 7500 W. 291h Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2848 FAX: 303-235-2857 www.ci.wheatridge.co.us L std• c.>I ,/ W beat I dgy CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. XcelEnergysm PUBLIC SERVICE COMPANY February 10, 2017 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Meredith Reckert Re: Cribbs, Case # MS -17-01 Right of Way & Permits 1123 West 31 Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3524 donna. I . george@xcelen ergy. com Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the minor subdivision plat for Cribbs and requests the 5 -foot drainage and utility easements along the northerly lot lines be expanded to a minimum of PSCo's 8 -foot wide utility easements for electric facilities, given these easements also will include drainage functionality. Please be aware PSCo owns and operates existing electric distribution facilities along Teller Street. The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 or https://xcelenergy.force.com/FastApp (register so you can track your application) and complete the application process for any new gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1-800-922-1987 to have all utilities located prior to any construction. Should you have any questions with this referral response, please contact me at 303- 571-3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado City of W heat �dge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: February 13, 2017 SUBJECT: MS -17-01 / Teller Subdivision, Filing No. 1 - 1St PW Review Comments I have completed my first review of the Final Plat, for Case # MS -17-01 / Teller Subdivision for the property at 2880 Teller Street received on January 30, 2017, and the following are my comments: PLANNING & ZONING Final Plat: General Comments: 1. Need to include Closure sheets for the platted boundary and lots as required by the Municipal Code of Laws. 2. All text should be a minimum of 0.10" in height. 3. Add the Case History block to both sheets. 4. Add Date of Preparation to both sheets. 5. Add "CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO" to location description below subdivision title and above Sheet Number, both sheets. Sheet l: 1. In the DEDICATION AND OWNER'S CERTIFICATE, paragraph 2, PW recommends adding the county. state and reception number to the legal. 2. Since there are no "Cross Access/Ingress-Egress" easements shown on this plat but there is a "Private Access Easement" shown, the name of the easement type should be modified to match the easement used. 3. In the GENERAL NOTES: a. Number 1. Basis of Bearings: i. Please revise per the redlines on sheet 1. There are a number of typos and punctuation errors. ii. The North-South Centerline referenced should be "the West Line of the Northeast '/4". iii. Range 29 West should be "Range 69 West". iv. Principal is misspelled. v. Add city, county and state callouts after "6th Principal Meridian". Teller Subdivision Review-l.ltr.docx Public Works Engineering February 13, 2017 Page 2 b. Add datum information as required by Geodetic Surveying requirements, no. 1. 4. In the CASE HISTORY: Page is misspelled. Also, add "JEFFERSON COUNTY RECORDS, STATE OF COLORADO" to note. 5. Remove Planning Commission Certification — not required for administrative plat. 6. In the County Clerk and Recorders Certificate, "Certificate" is misspelled. 7. On the Basis of Bearing/Section Tie Detail a. As this detail is the same scale as the Vicinity Map, PW recommends aligning the two laterally. b. Move the north arrow outside of quarter sections. c. PW suggests using different section corner for second tie to site (not the N '/ of Sec. 26) as it is quite some distance away. d. Show all section corners as diamonds as shown in Vicinity Map. e. Show all section lines using the section line linetype from the Legend on Sheet 2. f. By moving the three westerly monument callouts outside of the quarter sections (to the west), it frees up space for section line callouts. Slide " "Wadsworth Boulevard" out of the way, if necessary. g. Add City boundary as shown and label. h. Label all quarter section lines. i. Add "Basis of Bearing" label to W. line NE '/ Sec. 26. j. Add small section of Teller Street (and label) to west of site. Move TPOB note, if necessary. Sheet 2: 1. Section tie and monument information on Wadsworth Boulevard not necessary to show on this sheet. 2. Show West 29th Avenue centerline and show intersection of Teller Street centerline. 3. Show rights-of-way as right-of-way linetype. Do not show southerly ROW line of West 29th Avenue extending through Teller Street. 4. Move Legend outside of quarter section and add linetypes as shown. 5. Move north arrow and scale bar off to the side. This allows room to approximately center the existing lot callouts in their respective areas. 6. The 9' irrevocable easement callout leader may be more clear as redlined (and also match style of other easement callouts). The "9.0"' dimension on the east end is somewhat obscured by the utility easement linework. 7. The "125.00"' dimension in Teller Street conflicts with Teller Street centerline. 8. Please verify and add the existing lot and block callout and reception no. as shown. 9. "Witness" is misspelled in the two southerly property corners. 10. In the lot due east of proposed Lot 3, it appears the callout should read "PART OF THE E '/2 OF LOT 1 ..." 11. There are two callouts that conflict with linework along the southerly ROW line of West 29th Avenue. 12. At the southeast corner of the exhibit, please add a zero preceding the 7 minute call i.e. 90007'16" Teller Subdivision Review-l.ltr.docx Public Works Engineering February 13, 2017 Page 3 13. The 1.50' ROW dedication leader conflicts slightly with the property line bearing. 14. Remove the word "ROADWAY" and replace with "PUBLIC" for the 1.50' of dedication. 15. Add a bearing to the east end of the 30' access drive and utility easement in proposed Lot 3. CIVIL ENGINEERING Final Drainage Report (Discussion) 1. Rename the report to "Final Drainage Report". 2. In the Description of Property section it is stated that the site slopes from the NW to the SW. It appears from the City's topo and per the site visit that the site slopes from the NW to the SE. 3. Under Section 2, Runoff, be advised that no stormwater conveyance or WQ facility may be constructed within two (2) feet of any property line. Please incorporate this requirement into the design. In addition, all of these must also lie within a drainage easement (generally swales are located within the standard Drainage & Utility Easements). 4. The following comments pertain to Section D, Detention: a. The site may be exempt from flood attenuation but not from WQ requirements. Need to state that 356 ft3 of water quality capture volume is needed as a result of the 9,703 f12 of imperviousness being added to the site. Where and how this WQCV will be handled needs to be discussed. b. Both a Historic Drainage Map and a Developed Drainage Plan shall be required. Please provide these with the resubmittal. The Drainage Plan must contain sub -basin info, flow arrows percent grades, the proposed flow spreader, and the facility needed to address the WQ volume resulting from the 9,703 f12 increase in site imperviousness. In addition to these requirements, please include on the Developed Drainage Plan any other items that are listed in Drainage Plan comment #3 in my comment letter. c. Need to discuss specifics for the swales, grass buffers such as width, longitudinal slope percent, max. side slope, proximity to property line(s), etc. Also provide a brief description of the flow spreader. It will also help seeing these items on the Drainage Plan with typical sections and details. Final Drainage Report (Appendix) Include the following calculations in the Appendix: a. Channel Report for any swales b. Flow -spreader design, and if it's a box -type include the release rate per orifice opening. Teller Subdivision Review-l.ltr.docx Public Works Engineering February 13, 2017 Page 4 Final Drainage Plan 1. Need to include both a Historic Drainage Map and a Developed Drainage Plan. 2. The Historic Drainage Map needs to include the existing contours, flow arrows, sub -basin info, and the point of release. 3. The Developed Drainage Plan shall include the following: a. Existing and proposed F contours based on the Current City Datum. Existing and proposed contours are to extend a minimum of 50' beyond the property line. b. All Sub-basin(s) and Design Point(s). c. The location and dimensions of the proposed water quality facility or facilities. d. To -scale cross-sections across all property lines not adjacent to a public roadway for all WQ facilities that lie in close proximity or require grading in close proximity to a property boundary. The number, location, and lengths of the cross-sections, as well as the information contained therein, shall be sufficient to accurately convey the intent of the proposed drainage design. The cross-sections should include any measures utilized to protect adjoining properties from potential negative impact (e.g., bank stabilization, drainage structures, walls, etc.). (If you wish to wait until the first review of the Plan the cross-section locations can be furnished by PW staff). e. Typical sections for the proposed WQ swale(s). f. Include a detail for the proposed flow spreader. g. Location and elevation of benchmarks used. All benchmarks shall be on the Current City Datum (NAVD88). h. Existing and proposed property lines. i. Existing and proposed drainage and detention (or in this case, WQ) easements. Include the following City -standard easement language for the stormwater quality easement area: "THE STORMWATER QUALITY AREA HEREIN SHOWN AS "STORMWATER EASEMENT" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS" 4. Please note the following for stormwater drainage conveyances or water quality facilities: a. No stormwater drainage conveyances or water quality facilities shall be constructed within two (2) feet of any property line. b. All stormwater drainage conveyances or water quality facilities shall lie with either a separate non -buildable tract or a drainage easement. Which of these is chosen will be dependent on the extent and geometry of the facilities employed. Teller Subdivision Review-I.Itr.docx Public Works Engineering February 13, 2017 Page 5 OTHER REOUIREMENTS: Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 2. Drainage Certification: A Drainage Certification Letter from the Engineer -of -Record stating that all drainage related items and public improvements were constructed in accordance with the civil construction plans and shall function as stated in the approved Final Drainage Report/Plan. The Certification Letter shall be accompanied by As -Built plans in support of the statements made in the Letter prior to issuance of the first Certificate of Occupancy for the subdivision as required by the Municipal Code of Laws. 3. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all drainage -related items such as detention ponds, outlet structures, drainageways or pans, and curb & gutter. Include any applicable COWR standard details for proposed constructed items (refer to Item 7, Additional Information below). Please note that the Public Works highly recommends that fees be taken in lieu of construction for required public improvements along the Teller Street frontage. The minimum required frontage improvements are 6" vertical curbing with a monolithic 5' wide sidewalk. The fees for these improvements are $4,853, which shall be paid prior to recordation of the approved plat as required per Sec. 26-417 of the Municipal Code of Laws. 4. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre - construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to commencement of any construction within the public right-of-way (ROW) including utility connections, the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not Teller Subdivision Review-l.ltr.docx Public Works Engineering February 13, 2017 Page 6 limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and any necessary easement or ROW dedications. b. Licensina. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCADO DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Please include one PDF and one AutoCAD (2015 or older) DWG file of the Final Plat and one PDF of all the revised Civil Documents with the next submittal. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor / Development Review Engineer CC: Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File Teller Subdivision Review-l.ltr.docx DEDICATION AND OWNER'S CERTIFICATE I, LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY, BEING THE OWNER OF REAL PROPERTY CONTAINING 29,726 SQUARE FEET OR 0.5824 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: A PART OF THE NORTHWEST QUARTER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION, ALSO BEING IN PART OF THE SOUTHEAST ONE-QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER CORNER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE 54244'39"E A DISTANCE OF 1992.23 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE EAST RIGHT-OF-WAY UNE OF TELLER STREET, ALSO BEING ON THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION; THENCE N69'S3'18"E, A DISTANCE OF 317.10 FEET; THENCE 50023'55"E, A DISTANCE OF 92.61 FEET; THENCE S89 -28'49'W, A DISTANCE OF 317.10 FEET TO A POINT ON THE EAST RIGHT-OF-WAY UNE OF TELLER STREET, ALSO BEING ON THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION, THENCE N00'23'43'W ALONG SAID RIGHT -CF -WAY UNE AND WEST LINE OF SAID LOT 1, BLOCK 4, A DISTANCE OF 94.87 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND SME OF TELLER SUBDIVISION FILING NO. 1, A SUBDIVISION OF A PART OF THE CIN OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBUC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/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 UMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS. STREET LIGHTS AND ALL APPURTENANCES THERETO. OWNER: LOHI CUSTOMS LLC, A COLORADO UMITED LIABILITY COMPANY MANAGER: CHRISTOPHER B. REILLY STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _SAY OF A.D. 20-_ BY CHRISTOPHER B. REILLY, MANAGER, LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC ADDRESS TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION OF PART LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN SHEET 1 OF 2 CITY OF WHEAT RIDGE DO 15709 VICINITY MAP NORTH 1/4 CORNER OF SE 26. T3S. R69W. 6TH P.M. SCALE 1'-500` 3 1/4" DIAMETER BRASS the Planning CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER FOUND SECTION CORNER DES CITY OF WHEAT RIDGE DATUM Anrill" Q116-rill" NORTHEAST 1/4 SECTION 26 T3S. R69W CITY OF WHEAT RIDGE HD/ 15809 NORTHEAST CORNER OF SECTION 26. T35. R69W. STH P.M. 3 1/4- DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM The vicinity map contains survey infomlation which makes it confusing for the reader. Modify the map so that street names are legible and the site location stands out. flNFT� NDTEe: 1. BASIS OF BEARINGS THE NORTH -SOUTH CENTERUNE OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 29 WEST OF THE 6TH PRONCIPAL MERIDIAN BEARING N00'19'25"W BETWEEN TWO MONUMENTS 2654.95 FEET APART;ONE MONUMENT BEING A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CIN OF WHEAT RIDGE ID NO. 16709, CITY DATUM COORDINATES N-703168.57, E=118458.25, LAT. -39'45'40'N LONG. -105'04'50"W, AT THE CENTER 1/4 CORNER OF SAID SECTION 26; AND THE OTHER BEING A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CITY OF WHEAT RIDGE ID NO. 16809, CITY DATUM COORDINATES N=703180.19, E=121095.96LAT. 39'46'10'N LONG.=105'04'50"W, AT THE NORTH 1/4 CORNER OF SAID SECTION 26. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 2. PER C.R.S. 38-52-106(L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY 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. 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE HAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL. AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 4. 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 SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 5. MONUMENT DEFACING STATEMENT: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 6. CERTIFICATION AND USE OF THE WORD CERTIFY IS DEFINED AS FOLLOWS: SAID CERTIFICATION OR USE OF THE WORD CERTIFY AS A STATEMENT IS BASED UPON THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR'S KNOWLEDGE, INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED (PER COLORADO STATE BOARD RULE NO. 6.2.2). I, MICHAEL S. CHESSNOE, DO HEREBY CERTIFY THAT THE SURVEY OF THERemove BOUNDARY OF TELLER SUBDIVISION FILING NO. 1 WAS MADE BY ME OR UNDER CASE HISTOR 1. TELLER SUBDIVISION FILING NO. 1 IS A RESUBDIVISION OF PART OF LOT 1, BLOCK 4. CITY OF WHEAT RIDGE 10/ 16881 EARTH'S SUBDIVISION RECORDED IN PLAT BOOK 1 AT PAE 26. T3S. R69W the Planning Add the Case No. MS -17-01 (this Anrill" Q116-rill" application) PARCEL AREA SO. FT. AREA ACRES AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, LOT 191780 0.2245 CITY OF MEAT RIDGE DATUM N-700116. 51 LOT 2 9,844 0.2260 LOT J 9.960 0.2286 CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT bIKLLI `_ OF -WAY DEDICATION CORBCf the 3 Bilin 09 CITY OF WHEAT R\DA AL PARCEL 29. 28 824 Spelling of" a e" I, MICHAEL S. CHESSNOE, DO HEREBY CERTIFY THAT THE SURVEY OF THERemove BOUNDARY OF TELLER SUBDIVISION FILING NO. 1 WAS MADE BY ME OR UNDER SOUTHEAST 1/4 SECTION 26 CITY OF WHEAT RIDGE 10/ 16881 SOUTH 1/4 CORNER OF SECTION 26. T3S. R69W the Planning MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION T3S, R69W, 6TH P.M. 3 1/4- DIAMETER BRASS ,CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER AP STAMPED LS 23047 IN RANGE BOX LOCATION CALCULATED PER AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, AVENUE CITY OF MEAT RIDGE DATUM N-700116. 51 Commission CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT 09 CITY OF WHEAT R\DA CITY OF WHEAT RIDGE ID/ 16009 OF SECTION 26. Ceftificate ACCURATELY REPRESENTS SAID SURVEY. CENTER 1/4 CORNON 26, T3S, R69W, 6TH P EAST 1/4 CORNER T3S, R69W, 6TH P.M. FOUND 3 1/4" DISS 3 1/4" DIAMETER BRASS AP STAMPED LSANGE BOX CITY OF WHEAT R AP STAMPED LS 32429 IN RANGE 90X LOCATION CALCULATED PER MICHAEL S. CHESSNOE, P.E. do L.S. 9489 N-]03168.57 WEST 32T1 AVENUE drr OF WHEAT RIDGE DATUM N-]03180.19 E-118458.25 263].]4' REG E=121095.96 (SURVEYOR'S SEAL) - N89'4451 E REG. I\ CROSS ACCESS THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO MEE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'CROSS ACCESS/ INGRESS -EGRESS EASEMENTS', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM ABUTTING PUSUC STREETS. STANDARD EASEMENTS: TEN -FOOT (10') WOE EASEMENT IS HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBUC STREETS. FIVE-FOOT (5) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL REAR AND SIDE LOT UNES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. THESE EASEMENTS ARE DEDICATED FOR DRAINAGE, FIVE-FOOT (5) WIDE EASEMENTS AS ILLUSTRATED UPON THIS PUT FOR THE INSTALLATION. MAINTENANCE, AND REPLACEMENT OF ELECTRIC. GAS, TELEVISION CABLE DRAINAGE AND TELECOMMUNICATIONS FACILITIES. UTILITIES SHALL ALSO BE PERMITTED '"THIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WITHIN SAID UTIUTY EASEMENTS TPOB —I SITE CITY OF WHEAT RIDGE ID/ 16781 SOUTHEAST 1/4 SECTION 26 CITY OF WHEAT RIDGE 10/ 16881 SOUTH 1/4 CORNER OF SECTION 26. T3S. R69W SOUTHEAST CORNER OF SECTION 26, T3S. R69W. 6T1 P.M. 2- DIAMETER ALUMINUM T3S, R69W, 6TH P.M. 3 1/4- DIAMETER BRASS ,CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER AP STAMPED LS 23047 IN RANGE BOX LOCATION CALCULATED PER aTY OF WHEAT RIDGE DAVM .._L?. ... .� WEST 26TH AVENUE CITY OF MEAT RIDGE DATUM N-700116. 51 PLANNING ,:MSSION ORDFICATIOR : RECOMMENDED FOR APPROVAL THIS DAY OF BY THE WHEAT RIDGE PUNNING COMMISSION. CHAIRPERSON aTr rmn �; APPROVED THIS __ DAY OF BY THE WHEAT RIDGE CITY COUNCIL ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR Modify the City Certification box to specify "by the City DIRECTOR OF PUBLIC WORKS of Wheat Ridge". STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) I HEREBY :;FRTI Y THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK_ M. ON THE __ DAY OF AD., IN BOOK- PAGE - RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY: Public Works suggests including the following: AS FILED M THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY. STATE OF COLORADO AT RECEPTION NO 2016059247 DEDICATION AND WNER'S CERTIFICATE: I, LOHI CUSTOM LLC, A COLORADO LIMITED LIABILITY COMPANY, BEING THE OWNER OF RE PROPERTY CONTAINING 29,726 SQUARE FEET OR 0.6824 ACRES, MORE R LESS, DESCRIBED AS FOLLOWS: A PART OF E NORTHWEST QUARTER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISI ALSO BEING IN PART OF THE SOUTHEAST ONE-QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER CORNER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE 542'44'39"E A DISTANCE OF 1992.23 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE EAST RIGHT-OF-WAY UNE OF TELLER STREET, ALSO BEING ON THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION; THENCE N89'53'18"E, A DISTANCE OF 317.10 FEET; THENCE S0023'55"E, A DISTANCE OF 92.61 FEET; THENCE S8928'49"W, A DISTANCE OF 317.10 FEET TO A POINT ON THE EAST RIGHT-OF-WAY UNE OF TELLER STREET, ALSO BEING ON THE WEST UNE OF LOT 1, BLOCK 4, EARTH'S SUBDIVISION, THENCE N0023'43'W ALONG SAID RIGHT-OF-WAY UNE AND WEST LINE OF SAID LOT 1, BLOCK 4, A DISTANCE OF 94.87 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND SME OF TELLER SUBDIVISION FILING N0, 1, 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 THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/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 APPURTENANCES THERETO. OWNER: LOHI CUSTOMS U.C. A COLORADO LIMITED LIABILITY COMPANY MANAGER: CHRISTOPHER B. REILLY STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _DAY OF A.D. 20-_ BY CHRISTOPHER B. REILLY, MANAGER, LOHI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES NOTARY PUBLIC ADDRESS SURVEYOR'S CERTIFICATE: I, MICHAEL S. CHESSNOE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF TELLER SUBDIVISION FILING NO. 1 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 ACCURATELY REPRESENTS SAID SURVEY. TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION OF PART LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 Line uup - makes for MON moeche exhibit N. 1/4 COR. SEC. 26, T3S, R69W, 6th P.M. FOUND 3 1/4" BRASS CAP STAMPED "LS13212" IN RANGE BOX RANGE BOX LOCATION CALCULATEC PER CITY OF WHEAT RIDGE DATUM CITY OF WHEAT RIDGE PT. NO. 15709 N = 705823.48 E = 118443.25 �i��■V.41;r, 111■�I .7 C!,0 DC WHEAT RIDGE ID115709 VICINITY MAP TM 1/4 CORNER OF SECnON 26, T3S, R69W, 67H P.M. SCALE 1"-500 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER FOUND SECTION CORNER TES GrY OF WHEAT RIDGE DATUM Z I MICHAEL S. CHESSNOE, P.E. & L.S. 9489 move cauauts m (SURVEYOR'S SEAL) I ¢ PRIVATE ice there are no "Cross Access/ PRIVATF ACCESS FASEMENT� ;cess -Egress Easements shown on . ae I� S plat but there is a "Private THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND LEGES TO 'IC .cess Easement" shown, the name ACCESS AND TO FREE MOVVEE�1AAENT THROUGH THOSE AREAS INDICATED A9 ACCESS/, 9RGIN_^' ^^"n EASEMENTf', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT the casement type should be SHALL BE UMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS AND edified to match the easement used. SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT et y PROPERTIES AND/OR FROM ABUTTING PUBUC STREETS. EASEMENTS, m STANDARD TEN -FOOT (10') WIDE EASEMENT IS HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO p2 O ALL PUBUC STREETS FIVE-FOOT (5) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE PROPERTY ADJACENT TO ALL REAR AND SIDE LOT UNES OF EACH LOT IN THE SUBDIVISION OR � m PUTTED AREA. THESE EASEMENTS ARE DEDICATED FOR DRAINAGE, FIVE-FOOT (5') WIDE 3 EASEMENTS AS ILLUSTRATED UPON THIS PLAT FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). FACIUTIES UTIUTIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS INTHE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS �4. SHALL NOT BE PERMITTED WITHIN SAID UTIUTY EASEMENTS, TELLER SUBDIVISION FILING NO. 1 A RESUBDIVISION OF PART LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 Line uup - makes for MON moeche exhibit N. 1/4 COR. SEC. 26, T3S, R69W, 6th P.M. FOUND 3 1/4" BRASS CAP STAMPED "LS13212" IN RANGE BOX RANGE BOX LOCATION CALCULATEC PER CITY OF WHEAT RIDGE DATUM CITY OF WHEAT RIDGE PT. NO. 15709 N = 705823.48 E = 118443.25 �i��■V.41;r, 111■�I .7 C!,0 DC WHEAT RIDGE ID115709 VICINITY MAP TM 1/4 CORNER OF SECnON 26, T3S, R69W, 67H P.M. SCALE 1"-500 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER FOUND SECTION CORNER TES GrY OF WHEAT RIDGE DATUM Z I I move cauauts m CTR.1/4 COR SEC. 26, 173S. R69W, 6th P.M. FOUND 3 1/4" DIA. BRASS CAP I ¢ interior of quarter U I Vie• I sections to the outside. . ae I� LOT 3 11RIT"IGHT­ a Ic E = 118458.25 OF -WAY DEDICATION 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED I� I et y 1; m p2 O Include the following coordinate 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE � m system info as required by the City 3 POINT OF COMMENCEMENT ` I CR WHEAT RIDGE CEENNTER 1/4 CORNER CTR.1/4 COR SEC. 26, 173S. R69W, 6th P.M. FOUND 3 1/4" DIA. BRASS CAP I ¢ r35. R69W, 611 P.M. FOUND 3 1/4" DIAMEI STAMPED "LS13212" IN RANGE BOX CITY OF WHEAT RIDGE PT NO. 16709 I AP STAMPED LS 132 Cltt OF WHEAT RIDGE N-03158.57 N = 703168.57 LOT 3 11RIT"IGHT­ E-1184525 E = 118458.25 OF -WAY DEDICATION 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED I� FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 0.6824 1; COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF Include the following coordinate 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE system info as required by the City GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC • CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 9.^YL I �4. Add Ciry Boundary I ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS '<41 - y I: AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION I� w BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3 8. VERTICAL DATUM USED IS TILE NORTH AMERICAN S. 1/4 COR. SEC. 26, T3S, R69W, 6th P.M FOUND 2" DIA. ALUM. CAP STAMPED "LS 13212" IN RANGE BOX RANGE BOX LOCATION CALCULATE PER CITY OF WHEAT RIDGE DATUM. CITY OF WHEAT RIDGE PT. NO. 16781 N = 700524.46 E = 118473.27 how all quarter >mers thusly: NORTHEAST 1/4 SECTION 26 T3S, R69W 116709 SECTON 26, BRASS RANGE 80% M WEST 3211 AVENUE 2637.74' REC. N89'46 51 E REC. N_ L N LINE SE 114 SEC 26 (comer from SE 1/4 of Sec. 26 for second SITE Move mon. info M SOUTHEAST 1/4 CITY OF WHEAT RIDGE IDI 16781 SECTION 26 SOUTH 1/4 CORNER OF SECTON 26, T3S R69W US, R69W. 6TH P.M. 2- DIAMETER ALUMINUM ,CAP STAMPED LS 13212 IN RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM WEST 261H AVENUE N=70052A.66 _ _26521' RSC. Crry of N'Aeaf Circe- / Lnkr S. LINE SE 114 S£C 16 "'-- BASIS OF BEARINGS/SECTION TIE DETAI00' L SCALE 1""5 JEFFERSON, STATE OF COLORADO, i OF THE NORTHEAST I/4 THE CENTER I/4 CORNER c,aFJIAI NOTES, OF SAID SECTION 26, 1. BASIS OF BEARINGS: OF SECTIO 126, TOWNSHIP 3 S UTH, RANGE 29 WEST RONCIPA MERIDI A%BEARING N002 BETWEEN MONUMENTS 2654.9 APART; ON MONUMENT BANG A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CITY OF WHEAT i210PER 16709, CITY DATUM COORDINATES N=703168.57, E=118458.25, LAT.=39'45'40 4'50"W,COMMA SP SEe:Re42 ; AND THE OTHER B A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CIN OF WHEAT RIDGE.ID NO.: 16809, CITY DATUM E-121095.9 , COORDINATES N=703180.19, E=121095.96LAT'4610 N LONG: 105'04'50"W, 15840.03 1076.85 CASE 141Smuy; NE COR. SEC. 26, T3S. R69W, 6th P.M. FOUND 3 1/4" DIA. BRASS CAP 1. TELLER SUBDIVISION FUND NO. 1 IS A RESUBDIVISION OF PART OF LOT 1, BLOCK 4, \ STAMPED "LS 13212" IN RANGE BOX BARTH'S SUBDIVISION RECORDED IN PUT BOOK 1 AT®26, JEFFERSON COUNTY RECORDS. STATE OF COLORAD, - RANGE BOX LOCATION CALCULATED PAGE PER CITY OF WHEAT RIDGE DATUM CITY OF WHEAT RIDGE PT. NO. 15809 N = 705840.03 E= 121076.85 move nortn a7--arrant-1 of quarter sections. CITY OF WHEAT RIDGE IDI 16809 EAST 1/4 CORNER OF SECTION 26. T3S. R69W. 6TH P.M. 3 1/4' DIAMETER BRASS CAP STAMPED LS 32629 IN RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM \ E. V4 COR. SEC. 26, RACR W, 61h P.M. � FUIIND 3 1/4" DIA. BRASS CAP H STAMPED "LS 32429" IN RANGE BOX RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM _ CITY OF WHEAT RIDGE PT. NO. 16809 a N = 703180.19 E = 1_21095.96 the section line pe from the Id on Sheet 2. WHEAT RIDGE IDf 16MI SE COR. SEC. 26, T3S, R69W, 6th P.M. ST CORNER OF SECTION 26, FOUND 3 1/4" BRASS CAP W, 6TH P.M. IIAMETER BRASS STAMPED "LS23047" IN RANGE BOX MPEG LS 23047 IN RANGE BOX RANGE BOX LOCATION CALCULATED CALCULATED PER WHEAT RIDGE DATUM PER CITY OF WHEAT RIDGE DATUM 60.51 CITY OF WHEAT RIDGE PT. NO. 16881 43 N = 700540.51 E= 121111.43 DATA nRLE� PARCEL 2. PER C.R.S. 38-52-106(L), ALL LINEAL UNITS DEPICTED ON THIS LAND - AREA ACRES LOT 1780 SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 0.2245 LOT 2 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS 0.2260 LOT 3 11RIT"IGHT­ AND TECHNOLOGY. oz OF -WAY DEDICATION 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED TOTAL PARCEL FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 0.6824 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF Include the following coordinate 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE system info as required by the City GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC Cale CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 7. THE CURREN 11111ATUMCOORDINATE SYSTEM 4. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL USED IS A GROUND-BASED MODIFIED FORM OF THE ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS NAD93192 STATE PLANE COORDINATE SYSTEM, AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION COLORADO CENTRAL ZONE 0502. BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 8. VERTICAL DATUM USED IS TILE NORTH AMERICAN 5. MONUMENT DEFACING STATEMENT.,ANY PERSON WHO KNOWINGLY VERTICAL DATUM OF 1988(NAVD88). REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) 9. GROUND TO GRID COMBINED SCALE FACTOR IS MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) 6. CERTIFICATION AND USE OF THE WORD CERTIFY IS DEFINED AS FOLLOWS: NHEAT RIDGE ID115809 HEAST CORNER OF SECTION 26. HAVING THE FOLLOWING NAD83/92 STATE PLANE SAID CERTIFICATION OR USE OF THE WORD CERTIFY AS A STATEMENT IS R69W, STN P.M. COORDINATES: PRAC 1: Northing: 1071258.75, Easting: BASED UPON THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR'S KNOWLEDGE, 4" DIAMETER BRASS 3118217.58, Elevation: 5471.62. STAMPED IS 13212 IN RANGE BOX INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR TION CALCULATED PER OF WHEAT RIDGE DATUM IMPLIED PER COLORADO STATE BOARD RULE NO. 6.2.2). 15840.03 1076.85 CASE 141Smuy; NE COR. SEC. 26, T3S. R69W, 6th P.M. FOUND 3 1/4" DIA. BRASS CAP 1. TELLER SUBDIVISION FUND NO. 1 IS A RESUBDIVISION OF PART OF LOT 1, BLOCK 4, \ STAMPED "LS 13212" IN RANGE BOX BARTH'S SUBDIVISION RECORDED IN PUT BOOK 1 AT®26, JEFFERSON COUNTY RECORDS. STATE OF COLORAD, - RANGE BOX LOCATION CALCULATED PAGE PER CITY OF WHEAT RIDGE DATUM CITY OF WHEAT RIDGE PT. NO. 15809 N = 705840.03 E= 121076.85 move nortn a7--arrant-1 of quarter sections. CITY OF WHEAT RIDGE IDI 16809 EAST 1/4 CORNER OF SECTION 26. T3S. R69W. 6TH P.M. 3 1/4' DIAMETER BRASS CAP STAMPED LS 32629 IN RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM \ E. V4 COR. SEC. 26, RACR W, 61h P.M. � FUIIND 3 1/4" DIA. BRASS CAP H STAMPED "LS 32429" IN RANGE BOX RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM _ CITY OF WHEAT RIDGE PT. NO. 16809 a N = 703180.19 E = 1_21095.96 the section line pe from the Id on Sheet 2. WHEAT RIDGE IDf 16MI SE COR. SEC. 26, T3S, R69W, 6th P.M. ST CORNER OF SECTION 26, FOUND 3 1/4" BRASS CAP W, 6TH P.M. IIAMETER BRASS STAMPED "LS23047" IN RANGE BOX MPEG LS 23047 IN RANGE BOX RANGE BOX LOCATION CALCULATED CALCULATED PER WHEAT RIDGE DATUM PER CITY OF WHEAT RIDGE DATUM 60.51 CITY OF WHEAT RIDGE PT. NO. 16881 43 N = 700540.51 E= 121111.43 DATA nRLE� PARCEL AREA SO. FT. AREA ACRES LOT 1780 0.2245 LOT 2 9,844 0.2260 LOT 3 11RIT"IGHT­ 9,960 142 0.2286 0.0033 OF -WAY DEDICATION TOTAL PARCEL 29.726 0.6824 MISSION CERTFlCATION RECOMMENDED FOR APPRO DAY OF BY THE WHEAT RIDGE PLANNING COMMISSION. Not required for Administrative Plat ON QTY CERTIFICATION, APPROVED THIS _ DAY OF BY THE WHEAT RIDGE CITY COUNCIL ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBUC WORKS CERTIFICATE COUNTY CLERK AND RECORDERS 2.' T(• tTIFl�:I CASE HISTORY MS -17-01 STATE OF COLORADO ) DATE OF PREPARATION: 55 XXXXX COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK- M. ON THE _- DAY AD., IN BOOK_ PAGE_- RECEPTON N0. JEFFERSON COUNTY CLERK AND RECORDER CITY OF VWHEAT RIDGE PUBLIC WORKS BY: DEPUTY DATE 01/30/2017 RECENED 0113012017 tat Submittal TELLER SUBDIVISION FILING NO. 1 TELLER SUBDIVISION FILING N0. 1 BASIS OF BEARING AND SECTION TIF, A RESUBDIVISION OFAIPARTALOT 1, BLOCK 4, BARTH'S SUBDIVISION INFORMATION SHOWN ON SHEET I - NOTNFCESSARYTOREPEATHERE LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 —_+_—__--_—_ _- -- —--_—_—_---_ ,S 4 Shaw W. 29th lft A.a, centerline. m -11 — T a I 1 N i Y N N 51 mw a, m I N l N N Z o 01-5"2 Z E -O FO � a0Co 1 1.50'- L� 25.00' 25.00' — I I I _ I w ~ i < W m Show as existing I O rn� lo[ line. ('leanon nvrrlan NORTH 1/4 CORNER OF O SECTION 26, T3S, R69W, 6TH P.M. N\YtnN 3 1/4" DIAMETER BRASS 1.5" DIAMETER ALLOY DISK sp STAMPED "P.E. & 9 CAP STAMPED LS 13212 IN RANGE 1.25' DIAMETER ORANGE P PLASTIC CAP STAMPED 'P.E. & L.S. 9489 1FT N W/C" LOCATION CALCULATED PER eLN N Z FOUND SECTION CORNER TIES 25.00' CITY OF WHEAT RIDGE DATUM NT*ESS CORNER 1.00' NORTH OF N=705823.48 BARTH'S SUBDIVISION E=118443.25 I WEST 38TH AVENUE I RIABLE ROW h NORTH -SOUTH RUNE I IC OF SECTION 26, T35, Show as ROW linctype R69W OF THE 6TH P.M. I IShow K > line. ' w ::) 3. u, F. CITY OF WHEAT RIDGE ID/ 16709 Do 0-0 CENTER 1/4 CORNER F SECTION 26, Do d' T31, R69W, 6TH P.M. I- FOUND 1 1/4" DIAMETER BRASS 3 (317.10- (317.10' REC.) CAP STAMPED LS 13212 - CITY OF WHEAT RIDGE DATUM B9-52'32"' N=703168.57 N E=118458.25 FOUND N0. 5 REBAR WITH NO CAP (USED FOR BARTH'S SUBDIVISION POINT OF COMMENCEMENT < _ WEST 32TH AVENUE VARIABLE ROW TELLER SUBDIVISION FILING N0. 1 BASIS OF BEARING AND SECTION TIF, A RESUBDIVISION OFAIPARTALOT 1, BLOCK 4, BARTH'S SUBDIVISION INFORMATION SHOWN ON SHEET I - NOTNFCESSARYTOREPEATHERE LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 —_+_—__--_—_ _- -- —--_—_—_---_ ,S 4 Shaw W. 29th lft A.a, centerline. m -11 — T a I 1 N i Y N N 51 mw a, m I N l N N Z o 01-5"2 Z E -O FO � a0Co 1 1.50'- L� 25.00' 25.00' — I I I _ I w ~ i < W m Show as existing I O rn� lo[ line. ('leanon nvrrlan WEST 29TH AVENUE 50' ROW 317.09 A.M. Move north arrow & (317.10' REC.) scale off to the side & out of the way (over ar the Leeend). I FEAST RIGHT-OF-WAY GRAPHIC SCALE UNE OF TELLER STREET AND THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ( IN FEET _ ) I Inch = 20 It, 9' IRREVOCABLE FOR INGRESS & EGRESS PER REC. 2006060123 REC. NO. 2006060123 PART OF THE NWi/4 Mwetoappruximate TRUE POINT OF LOT 1, BLOCK 4, enter ofpamcl OF BEGINNING BARTH'S SUBDIVISION LOT UNE HEREBY CREATED BY THIS PLAT This dimension gets m lost on easement line. �cl I 6 ry 5' UTILITY AND r O1 o I LOT 1 DRAINAGE EASEMENT 'I to 10' UTILITY 9,780 SO. FT. EASEMENT 0.2245 ACRES I? 1.50' HEREBY DEDICATED BY THIS PLAT TO THE I' CITY OF WHEAT RIDGE FOR AS I IOBL RGABWAX RIGHT-OF-WAY (142 SQ. FT. -0_0033 ACRES) wve theword IADWAY" 30' PRIVATE ACCESS DRIVE replace with AND UTIUTY EASEMENT LEGEND SET #5 REBAR W/ 1.25" DIA. ORANGE PLASTIC CAP STAMPED SE G. NAIL W/ 1.5" DIA. —Clean—up UNEOF S 29TH AVENUE AND TH 0TH UNE OF LOT 1, BLOCK 4, BARTH'S (VISION Clean up conflict, ry over by north O ALLOY STAMPED P.E. & LS. arrow and sc /9489 OO FOUND MONUMENT A TED FOUND CROSS CUTIN GONG K • = FIELD ANGLE w I A.M. - AS MEASURED IN FIELD REC. - DEED OR PLAT DISTANCE REC. NO. 201 3021 41 8 PART OF THE NW1/4 OF LOT 1, BLOCK 4, Move m approxi BARTH'S SUBDIVISION centerofpareel ZONING: R-2 317.10' A.M. & REC. N89'53'18"E A.M. 5' DRAINAGE & UTILITY EASEMENT 105.00' i r— _ — — — _ — — — LOT LINE HEREBY CREATED r BY THIS PLAT I I I I I 5' UTILITY AND I' DRAINAGE EASEMENT 5' UTILITY AND �I LOT 2 DRAINAGE EASEMENT 9,844 SO. FT. 0.2250 ACRES I I; REC. NO. 2016059247 I t PART OF THE NW 1;4 I OF LOT I, BLOCK 4 I BARTH'S SUBDIVISION ZONING R-2 30' PRIVATE ACCESS DRIVE Please verify this AND UTIUTY EASEMENT information. (USED FOR UNE & J DISTANCE) I I snow as existing lot line. I I II Move to approximate enter ofparcel mac REC. 2015001125 PART OF NW1/4 OF LOT 1, BLO BARTH'S SUBDIVISION ZONING: R-2 -- — — _ — — — — — _ — ---- LOT UNE HEREBY CREATED BY THIS PLAT I 5' UTILITY AND DRAINAGE EASEMENT { 5' UTILITY AND LOT 3 9,960 SO. FTDRAINAGE EASEMENT 0.2286 ACRES I I Bearing required here. 77.00 30' PRIVATE ACCESS DRIVE .I AND UTILITY EASEMENT 1 I I� a O - I t(10 N\YtnN I 1.5" DIAMETER ALLOY DISK sp STAMPED "P.E. & 9 NWSmml01 Orm7.. 1.25' DIAMETER ORANGE P PLASTIC CAP STAMPED 'P.E. & L.S. 9489 1FT N W/C" 1 F W W/C" WI SS CORNER 1.00' eLN N Z 1 25.00' ---- 25.00' ZOF fnz NT*ESS CORNER 1.00' NORTH OF U K O N BARTH'S SUBDIVISION ACTUAL CORNER DUE TO OBSTRUCTION I maom I I Move to approximate U o� c� 0 I IC a 4 WEST 29TH AVENUE 50' ROW 317.09 A.M. Move north arrow & (317.10' REC.) scale off to the side & out of the way (over ar the Leeend). I FEAST RIGHT-OF-WAY GRAPHIC SCALE UNE OF TELLER STREET AND THE WEST UNE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ( IN FEET _ ) I Inch = 20 It, 9' IRREVOCABLE FOR INGRESS & EGRESS PER REC. 2006060123 REC. NO. 2006060123 PART OF THE NWi/4 Mwetoappruximate TRUE POINT OF LOT 1, BLOCK 4, enter ofpamcl OF BEGINNING BARTH'S SUBDIVISION LOT UNE HEREBY CREATED BY THIS PLAT This dimension gets m lost on easement line. �cl I 6 ry 5' UTILITY AND r O1 o I LOT 1 DRAINAGE EASEMENT 'I to 10' UTILITY 9,780 SO. FT. EASEMENT 0.2245 ACRES I? 1.50' HEREBY DEDICATED BY THIS PLAT TO THE I' CITY OF WHEAT RIDGE FOR AS I IOBL RGABWAX RIGHT-OF-WAY (142 SQ. FT. -0_0033 ACRES) wve theword IADWAY" 30' PRIVATE ACCESS DRIVE replace with AND UTIUTY EASEMENT LEGEND SET #5 REBAR W/ 1.25" DIA. ORANGE PLASTIC CAP STAMPED SE G. NAIL W/ 1.5" DIA. —Clean—up UNEOF S 29TH AVENUE AND TH 0TH UNE OF LOT 1, BLOCK 4, BARTH'S (VISION Clean up conflict, ry over by north O ALLOY STAMPED P.E. & LS. arrow and sc /9489 OO FOUND MONUMENT A TED FOUND CROSS CUTIN GONG K • = FIELD ANGLE w I A.M. - AS MEASURED IN FIELD REC. - DEED OR PLAT DISTANCE REC. NO. 201 3021 41 8 PART OF THE NW1/4 OF LOT 1, BLOCK 4, Move m approxi BARTH'S SUBDIVISION centerofpareel ZONING: R-2 317.10' A.M. & REC. N89'53'18"E A.M. 5' DRAINAGE & UTILITY EASEMENT 105.00' i r— _ — — — _ — — — LOT LINE HEREBY CREATED r BY THIS PLAT I I I I I 5' UTILITY AND I' DRAINAGE EASEMENT 5' UTILITY AND �I LOT 2 DRAINAGE EASEMENT 9,844 SO. FT. 0.2250 ACRES I I; REC. NO. 2016059247 I t PART OF THE NW 1;4 I OF LOT I, BLOCK 4 I BARTH'S SUBDIVISION ZONING R-2 30' PRIVATE ACCESS DRIVE Please verify this AND UTIUTY EASEMENT information. (USED FOR UNE & J DISTANCE) I I snow as existing lot line. I I II Move to approximate enter ofparcel mac REC. 2015001125 PART OF NW1/4 OF LOT 1, BLO BARTH'S SUBDIVISION ZONING: R-2 -- — — _ — — — — — _ — ---- LOT UNE HEREBY CREATED BY THIS PLAT I 5' UTILITY AND DRAINAGE EASEMENT { 5' UTILITY AND LOT 3 9,960 SO. FTDRAINAGE EASEMENT 0.2286 ACRES I I Bearing required here. 77.00 30' PRIVATE ACCESS DRIVE .I AND UTILITY EASEMENT 1 I w i� < 'O rn !` 317.10' A.M. & REC. 342.59' A A.M. SET MAGNETIC NAIL WITH S89'28'49"W A.M. SET ,15 REBAR WITH 1.5" DIAMETER ALLOY DISK sp STAMPED "P.E. & 9 REC. NO. 87076275 1.25' DIAMETER ORANGE P PLASTIC CAP STAMPED 'P.E. & L.S. 9489 1FT N W/C" 1 F W W/C" WI SS CORNER 1.00' THE SOUTH 100' OF THE NWi/4 w N Er WEST OF ACTUAL CORNER ON TOP OF LOT 1, BLOCK 4, NT*ESS CORNER 1.00' NORTH OF OF FENCE DUE TO OBSTRUCTION BARTH'S SUBDIVISION ACTUAL CORNER DUE TO OBSTRUCTION I ZONING: R-2 I Move to approximate I comer oC parcel Show as ROW linctype I IShow as existing Ilot line. SIU°07'16"• 07'16 317.11' A.M. (317.10- (317.10' REC.) B9-52'32"' SOUTH UNE OF LOT 1, BLOCK 4, FOUND N0. 5 REBAR WITH NO CAP (USED FOR BARTH'S SUBDIVISION LINE AND DISTANCE) w i� < 'O rn !` 342.59' A A.M. FOUND #4 EBAR O WITH NO CAP to x (USED FOR UNE & DISTANCE) w N Er ow N\'z N e u�i 04 (0 C7 tin QIi-NZ Z O F. to Z MY N OJ � Wat`a Om I- LLI W nC' aSw�o� Szmm N N Lu Ow iF=,(n2 ZwO icN N WO Om m� Q a FOUND N0. 3 REBAR WITH FLAGGING AND WITH NO CAP (USED FOR UNE AND DISTANCE) LEGEND - — - — - — - — - — CITY BOUNDARY PROPERTY LINE PROPOSED LOT LINE EXISTING LOT LINT RIGHT-OF-WAY LINE — SECTION LINE --------------- EASEMENT SCALE BAP CASE HISTORY MS -17-01 ext height should be minimum of 0.1" DATE OF PREPARATION - xxxxx TELLER SUBDIVISION RUNG NO. 1 'Na.� 441' "" City of `� Wh6atpcdg COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29''' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 NOTICE TO MINERAL ESTATE OWNERS APPLICANTS: You must submit this completed form to the Community Development Department no later than ten (10) days before the public hearing on your application. Failure to complete and submit this Certification of Notice shall constitute sufficient grounds to reschedule your public hearing. as (Print name) (Position/Job Title) of/with (Entity applying for permit/approval) (hereinafter, referred to as the "Applicant"), do hereby certify that notice of the application for set for public hearing on (Describe type of application) 20, has been sent to all mineral estate owners at least thirty (30) days before the public hearing, as required by § 24-65.5-103(1), C.R.S., or, in the alternative, that the records of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion of the property subject to the above referenced application. FIN-7] Check here if there are no mineral estate owners of any portion of the subject property. I hereby further certify that I am authorized by the Applicant to make representations contained herein and act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these representations by my signature below. Dated this day of * (--' 120/7 li Chicago Title of Colorado 1660 Wynkoop Street, Suite 140, Denver, CO 80202 Phone: (303) 244-9160 Fax: (303) 633-7678 DATE: January 17, 2017 FILE NUMBER: 598-C2027608-078-FV4 PROPERTY ADDRESS: 2880 Teller Street, Wheat Ridge, CO 80033-8019 BUYER/BORROWER: To Be Determined OWNER(S): LoHi Customs, LLC, a Colorado Limited Liability Company YOUR REFERENCE NUMBER: ASSESSOR PARCEL NUMBER: 065076 PLEASE TAKE NOTE OF THE FOLLOWING REVISED TERMS CONTAINED HEREIN: None. WIRED FUNDS ARE REQUIRED ON ALL CASH PURCHASE TRANSACTIONS. FOR WIRING INSTRUCTIONS, PLEASE CONTACT YOUR ESCROW OFFICE AS NOTED ON THE TRANSMITTAL PAGE OF THIS COMMITMENT. i TO: Chicago Title of Colorado 1660 Wynkoop Street Suite 140 Denver, CO 80202 ATTN: Faith Vincent PHONE: (303) 291-9836 FAX: (303) 663-7678 E-MAIL: faith.vincent(&,ctt.com TO: The Group Inc ATTN: Betio Wachsmann 5401 Stone Creek Cir. PHONE: (970) 613-0700 Loveland, CO 80538 FAX: (970) 221-0746 E-MAIL: berin(w)thegroupinc.com TO: LoDo ATTN: Faith Vincent 1660 Wynkoop Street PHONE: (303) 244-9160 Suite 140 FAX: (303) 633-7678 Denver, CO 80202 E-MAIL: faith.vincent�,ctt.com END OF TRANSMITTAL 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 Chicago Title Insurance Company COMMITMENT SCHEDULE A Commitment No: 598-C2027608-078-FV4 1. Effective Date: January 10, 2017 at 7:00 A.M. 2. Policy or policies to be issued: Proposed Insured Policy Amount (a) ALTA Owner's Policy (6-17-06) $0.00 To Be Determined (b) None $0.00 3. The estate or interest in the land described or referred to in this Commitment is: A Fee Simple 4. Title to the estate or interest in the land is at the Effective Date vested in: LoHi Customs, LLC, a Colorado Limited Liability Comoany 5. The land referred to in this Commitment is described as follows: See Attached Legal Description (for informational purposes only) 2880 Teller Street, Wheat Ridge, CO 80033-8019 PREMIUMS: Title Research Premium: $100.00 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and! ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 Attached Legal Description That part of the Northwest 1/4 of Lot 1, Block 4, Barth's Subdivision, more particularly described as follows; Beginning at the Northwest corner of said Lot; Thence East a distance of 317.1 feet; Thence South 317.57 feet; Thence West 317.1 feet_ Thence North 317.57 feet to the Point of Beginning, Excepting therefrom the North 125 feet thereof and the South 100 feet thereof, County of Jefferson, State of Colorado. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 SCHEDULE B — Section 1 Requirements The following requirements must be met: a. Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. C. Obtain a certificate of taxes due from the county treasurer or the county treasurer's authorized agent. d. Evidence that any and all assessments for common expenses, if any, have been paid. e. The Company will require that an Affidavit and Indemnity Agreement be completed by the party(s) named below before the issuance of any policy of title insurance. Party(s): LoHi Customs, LLC, a Colorado Limited Liability Company The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit. f Deed sufficient to convey the fee simple estate or interest in the Land described or referred to herein, to the Proposed Insured Purchaser. h. Furnish for recordation a full release of deed of trust: Amount: $280,000.00 Trustor/Grantor: Lohi Customs, LLC Trustee: Public Trustee of Jefferson County Loan No.: Unknown Beneficiary: FirstBank Recording Date: June 20, 2016 Recording No: 2016059249 NOTE: Statement of Authority for LoHi Customs, LLC recorded June 20, 2016 at Reception No. 2016059248 discloses the following person(s) authorized to sign on behalf of the entity, pursuant to Colorado Revised Statutes: Jason Cribbs and Christopher Reilly and Benin Wachsmann as Manager The Company reserves the night to add additional exceptions and/or make further requirements once the identity of the Purchaser is disclosed. Click to view Tax Info NOTE: Exception number 5 will be removed from the policy provided the company conducts the closing. 24 MONTH CHAIN OF TITLE, FOR INFORMATIONAL PURPOSES ONLY: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees andAMILRICAN ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ti„v 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 The following vesting deeds relating to the subject property have been recorded in the Clerk and Recorder's office of the County in which the property is located: Warranty Deed recorded June 20, 2016 at Reception No. 2016059247, END OF REQUIREMENTS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and AMtKICAN ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American [-AND 11TI[ Land Title Association. 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 SCHEDULE B — Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: Any facts, rights, interests or claims that are not shown by the Public Records but which could be ascertained by an inspection of the Land or that may be asserted bypersons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. Any encroachments, encumbrances, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by Public Records. 4. Any lien or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for the value the estate or interest or mortgage thereon covered by this Commitment. 6. Water rights, claims of title to water, whether or not these matters are shown by the Public Records. 7. All taxes and assessments, now or heretofore assessed, due or payable. NOTE: This tax exception will be amended at policy upon satisfaction and evidence of payment of taxes. 8. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of Public Service Company of Colorado Purpose: Utility Easement Recording Date: July 25, 1980 Recording No.: 800541.54 9. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: In favor of Anne W. Wehling Purpose: ingress and egress Recording Date: May 19, 2006 Recording No: 2006060123 10. Terms, conditions, provisions, agreements and obligations contained in the Boundary, Improvement and Topographic Survey as set forth below: Recording Date: December 21, 2016 Recording No: 2016135317 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and �! ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 01/17/201710:17 AM Commitment No.: 598-C2027608-078-FV4 11. Terms, conditions, restrictions, provisions, notes and easements but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the Plat(s) of Barth's Subdivision set forth below: Recording Date: April 15, 1886 Recording No: Plat Book 1 at Pase 26A END OF EXCEPTIONS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 01/17/201710:17AM CommitmentNo.: 598-C2027608-078-FV4 AFFIDAVIT AND INDEMNITY AGREEMENT TO Chicago Title of Colorado a Colorado Corporation and Chicago Title Insurance Company, a Nebraska Corporation. 1. This is written evidence to you that there are no unpaid bills, and to the extent there may be unpaid bills, that the undersigned undertakes and agrees to cause the same to be paid such that there shall be no mechanics or materialmen's liens affecting the property for materials or labor furnished for construction and erection, repairs or improvements contracted by or on behalf of the undersigned on property: legally described as: See Attached Affidavit and Indemnity Agreement Legal Description Property Address: 2880 Teller Street, Wheat Ridge, CO 80033-8019 2. We further represent that to the actual knowledge and belief of the undersigned there are no public improvements affecting the property prior to the date of closing that would give rise to a special property tax assessment against the property after the date of closing. 3. We further represent that to the actual knowledge and belief of the undersigned there are no pending proceedings or unsatisfied judgments of record, in any Court, State, or Federal, nor any tax liens filed or taxes assessed against us which may result in liens, and that if there are judgments, bankruptcies, probate proceedings, state or federal tax liens of record against parties with same or similar names, that they are not against us. 4. We further represent that there are no unrecorded contracts, leases, easements, or other agreements or interests relating to said premises of which we have knowledge. 5. We further represent that to the actual knowledge and belief of the undersigned we are in sole possession of the real property described herein other than leasehold estates reflected as recorded items under the subject commitment for title insurance. 6. We further represent that there are no unpaid charges and assessments that could result in alien in favor of any association of homeowners which are provided for in any document referred to in Schedule B of Commitment referenced above. 7. We further understand that any payoff figures shown on the settlement statement have been supplied to Chicago Title of Colorado as settlement agent by the seller's/borrower's lender and are subject to confumation upon tender of the payoff to the lender. If the payoff figures are inaccurate, we hereby agree to immediately pay any shortage(s) that may exist. If applicable as disclosed or referred to on Schedule A of Commitment referenced above. The undersigned affiant(s) know the matters herein stated are true and indemnifies Chicago Title of Colorado, a Colorado Corporation and Chicago Title Insurance Company, a Nebraska Corporation against loss, costs, damages and expenses of every kind incurred by it by reason of its reliance on the statements made herein. This agreement is executed with and forms a part of the sale and/or financing of the above described premises, and is given in addition to the conveyance and/or financing of the premises in consideration for the conveyance and/or financing, and forms a complete agreement by itself for any action thereon. SELLER: LoIE Customs, LLC, a Colorado Limited Liability Company SELLER: State of Colorado }ss: County of Jefferson li3 311111" SELLER: The foregoing instrument was acknowledged, subscribed, and sworn to before me on by LoHi Customs. LLC. a Colorado Limited Liability Company. (SEAL) Notary Public My Commission Expires: 01/17/2017 10:17 AM Commitment No.: 598-02027608-078-FV4 ATTACHED AFFIDAVIT AND INDEMNITY AGREEMENT LEGAL DESCRIPTION That part of the Northwest 1/4 of Lot 1, Block 4, Barth's Subdivision, more particularly described as follows; Beginning at the Northwest corner of said Lot; Thence East a distance of 317.1 feet; Thence South 317.57 feet; Thence West 317.1 feet; Thence North 317.57 feet to the Point of Beginning, Excepting therefrom the North 125 feet thereof and the South 100 feet thereof, County of Jefferson, State of Colorado. 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 Chicago Title Insurance Company O COMMITMENT FOR TITLE INSURANCE Issued by Chicago Title of Colorado AS AGENT FOR Chicago Title Insurance Company Chicago Title Insurance Company, a Nebraska corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements, all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. The Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not fault of the Company. The Company will provided a sample of the policy form upon request. IN WITNESS WHEREOF, Chicago Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned: eN By ----.� Authorized Signature site. s 10ary Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 01/17/201710:17 AM Commitment No.: 598-C2027608-078-FV4 CONDITIONS 1. The tern mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the defmition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policies or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at http://www.alta.oriz. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. r r 01/17/2017 10:17 AM Commitment No.: 598-C2027608-078-FV4 DISCLOSURE STATEMENT • Pursuant to Section 38-35-125 of Colorado Revised Statutes and Colorado Division of Insurance Regulation 8-1-2 (Section 5), if the parties to the subject transaction request us to provide escrow -settlement and disbursement services to facilitate the closing of the transaction, then all funds submitted for disbursement must be available for immediate withdrawal. • Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph H, requires that "Every title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title insurance commitment, other than the effective date of the title insurance commitment, for all matters which appear of record prior to the time of recording whenever the title insurance company, or its agent, conducts the closing and settlement service that is in conjunction with its issuance of an owners policy of title insurance and is responsible for the recording and filing of legal documents resulting from the transaction which was closed". Provided that Chicago Title of Colorado conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception No. 5 in Schedule B-2 will not appear in the Owner's Title Policy and Lenders Title Policy when issued. • Colorado Division of Insurance Regulation 8-1-2, Paragraph M of Section 5, requires that prospective insured(s) of a single family residence be notified in writing that the standard exception from coverage for unfiled Mechanics or Materialmans Liens may or may not be deleted upon the satisfaction of the requirement(s) pertinent to the transaction. These requirements will be addressed upon receipt of a written request to provide said coverage, or if the Purchase and Sale Agreement/Contract is provided to the Company then the necessary requirements will be reflected on the commitment. • Colorado Division of Insurance Regulation 8-1-3, Paragraph C. IIT of Section 5 - requires a title insurance company to make the following notice to the consumer: "A closing protection letter is available to be issued to lenders, buyers and sellers." • If the sales price of the subject property exceeds $100,000.00 the seller shall be required to comply with the Disclosure of Withholding Provisions of C.R.S. 39-22-604.5 (Nonresident Withholding). • Section 39-14-102 of Colorado Revised Statutes requires that a Real Property Transfer Declaration accompany any conveyance document presented for recordation in the State of Colorado. Said Declaration shall be completed and signed by either the grantor or grantee. • Recording statutes contained in Section 30-10-406(3)(a) of the Colorado Revised Statutes require that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right, and bottom margin of at least one-half of an inch. The clerk and recorder may refuse to record or file a document that does not conform to requirements of this paragraph. • Section 38-35-109 (2) of the Colorado Revised Statutes, requires that a notation of the purchasers legal address, (not necessarily the same as the property address) be included on the face of the deed to be recorded. • Regulations of County Clerk and Recorder's offices require that all documents submitted for recording must contain a return address on the front page of every document being recorded. • Pursuant to Section 10-11-122 of the Colorado Revised Statutes, the Company is required to disclose the following information: o The subject property may be located in a special taxing district. o A Certificate of Taxes Due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent. o Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder or the County Assessor. • Pursuant to Section 10-11-123 of the Colorado Revised Statutes, when it is determined that a mineral estate has been severed from the surface estate, the Company is required to disclose the following information: that there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and � AM€RICAN ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American LAND I lu t Land Title Association. - 01/17/201710:17AM CommitmentNo.: 598-C2027608-078-FV4 geothermal energy in the property; and that such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Notwithstanding anything to the contrary in this Commitment, if the policy to be issued is other than an ALTA Owner's Policy (6/17/06), the policy may not contain an arbitration clause, or the terms of the arbitration clause may be different from those set forth in this Commitment. If the policy does contain an arbitration clause, and the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and � AMEAIGAN ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American LAND MIJ Land Title Association. FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE At Fidelity National Financial, Inc. and its majority-owned subsidiary companies (collectively, "FNF", "our" or "we"), we value the privacy of our customers. This Privacy Notice explains how we collect, use, and protect your information and explains the choices you have regarding that information. A summary of our privacy practices is below. 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All Rights Reserved EFFECTIVE AS OF APRIL 1, 2016 LX-- iy `1to 1 t w F NETCO OW E. N CHM SAYE SURE 120 EIUM1000,00MU QUITCLAIM DEED /f b This indenture made on 2006, between MICHAEL C� a W. WEHLING (a single person) & A M. WEHLING (a single person), (hereinafter referred to as "Grantors"), whose address is 7198 West 29th Ave, Wheat Ridge, Colorado 80033, for the consideration of $10.00, in hand paid, the receipt and sufficiency of which is hereby acknowledged, does release, remise and quitclaim to ANNE M. WEHLING (a single person), (hereinafter referred to as "Grantees") whose address is 7198 West 29th Ave, Wheat Ridge, Colorado 80033, all of the interest, right and title of Grantor(s) to the following real property in the County of Jefferson, State of Colorado: Legal Description THAT PART OF THE NORTHWEST ONE QUARTER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION; THENCE EAST ALONG THE NORTH LINE OF SAID LOT 117 FEET; THENCE SOUTH AND PARALLEL WITH THE WEST LINE OF SAID LOT 125 FEET; THENCE WEST AND PARALLEL WITH THE NORTH LINE OF SAID LOT 117 FEET TO THE WEST LINE OF SAID LOT; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 125 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO; TOGETHER WITH IRREVOCABLE EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY: THAT PART OF THE NORTHWEST 1/4 OF LOT 1, BLOCK 4, BARTH;S SUBDIVISION, JEFFERSON COUNTY, COLORADO; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT AND RUNNING THENCE SOUTH ALONG THE WEST LINE OF SAID LOT 134 FEET TO THE TRUE POINT OF BEGINNING, THENCE EAST AND PARALLEL WITH THE NORTH SIDE OF SAID LOT A DISTANCE OF 57 FEET, THENCE NORTH A DISTANCE OF 9 FEET; THENCE WEST AND PARALLEL WITH THE NORTH SIDE OF SAID LOT 57 FEET TO A POINT ON THE WEST SIDE OF SIDE LOT, THENCE SOUTH ALONG THE WEST SIDE OF SAID LOT TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE OR LESS. PARCEL # 3926412022 - --- _ IIIIIIII�Illllllllll1111!lillllllllllilllflllllllllllllll o $0.0 0° 2006060123 QUIT 05/19/2006 12:37:14 3 Page(s) Jefferson County, Colorado MORE COMMONLY KNOWN AS: 7198 WEST 29TH AVE, WHEAT RIDGE, CO 80033 Together with all appurtenances thereon. This conveyance is made expressly subject to all existing and recorded restrictions, exceptions, reservations, easements, rights-of-way, conditions, and covenants of whatever nature, if any, and is also expressly subject to all municipal, county, and state zoning laws and other ordinances, regulations, and restrictions, including statutes and other laws of municipal, county or other governmental authorities applicable to and enforceable against the premises described in this instrument. This conveyance is also made expressly subject to grantee's assumption and payment of taxes on the conveyed property for the current year, which Grantees assume; and subsequent assessments for that and prior years due to change in land usage, ownership, or both, the payment of which Grantees assume. MICHAEL W. WEHLING ?� ANNE M. WEHLING Prepared (without an examination of title) by: Tim Kerns, Esq., Attorney at Law, 212 Wells Street, Ste. E, P.O. Box 985, Erie, CO 80516 & Patrick W. Walsh, P.C., Attorneys at Law, 625 Plainfield Road, Suite 330, Willowbrook, IL 60527 (630) 794-0300. 11 STATE OF COLORADO ) ss. COUNTY OF 7e.4cr, no The foregoing instrument was acknowledged before me this S day of f 1(iJA , 2006 by ANNE M. WEHLING (a single person). EONYA KURTZ NOTAR7PUBUC ffAR-OF OlARA00 MY COMMISSION EXPIRES 10/t312009 My commission expires: MICHAEL W. WEHLING (a single person) & N Pu&C _ Q;41ULOnCounty, Colorado Prepared (without an examination of title) by: Tim Kerns, Esq., Attorney at Law, 212 Wells Street, Ste. E, P.O. Box 985, Erie, CO 80516 & Patrick W. Walsh, P.C., Attorneys at Law, 625 Plainfield Road, Suite 330, Willowbrook, IL 60527 (630) 794-0300. 3 WIIII ELM LU u 06 Z X31IV301MjOLON119M 0 SNOuvinivo ails (k3Aans/,:)3N),Z9'Z6 3Ni1 AJd3dOM < SgWOH AIIWVI 910NIS AQN > IICL NVId 311S uj S3ON301M 13921IS N91131 0 IIII rV WIIII ELM LU u 06 Z X31IV301MjOLON119M 0 (k3Aans/,:)3N),Z9'Z6 3Ni1 AJd3dOM < 7— > uj I -- z 0 IIII rV < b L .4 Nil a3iO;Jd IWaN Nil ail N to i to LU N 0. 1-1 L 4- -4 3N�ITM—MJOS-d WEIN ? 1 rn 'jc --., 11 - 13381S 2131131 - zo 911 Oi 0 0 d 7= 2� I f 6112 z z 9 o 6 M 51 am -%t L2 t,4� n QsTL - -t•vn nQSZ �mof 1-`C— �1z �s PHASE III DRAINAGE REPORT TELLER SUBDIVISION FILING NO. 1 Prepared by: Chessnoe and Associates 4101 East Wesley Avenue, Suite 2 Denver, Colorado 802 Phone (303) 722-3267 Contact: Michael S. Chessnoe RE & P.L.S. Prepared for: Owner: LOHI CUSTOMS LLC 2524 Kechter Road Fort Collins, CO 80528 Date Prepared: January 20, 2017 DEVELOPER'S CERTIFICATE The developer hereby certifies that the drainage facilities of TELLER SUBDIVISION FILING NO. 1 shall be constructed according to the design presented in this report. I understand that the City of Wheat Ridge does not and will not assume liability for the drainage facilities designed and/or certified by my engineer and that the City of Wheat Ridge reviews drainage plans pursuant to Colorado Revised Statute Title 30, Article 28, but cannot, on behalf of the developer, guarantee that the final drainage design review will absolve the developer and/or their successors and/or assigns of future liability for improper design. I further understand that the approval of the Development Plans does not imply approval of my engineer's drainage design. Developer Authorized Agent Authorized Signatu ENGINEER'S CERTIFICATE I hereby certify that this report and plan for the Final drainage design of TELLER SUBDIVISION FILING NO. 1 was prepared by me or under my direct supervision, for the owners' thereof, in accordance with the provisions of the City of Wheat Ridge requirements and Jefferson County Stormwater Management Manual and the Urban Drainage and Flood Control District Criteria Manual, and approved variances and exceptions thereto. I understand that the City of Wheat Ridge does not and will not assume liability for drainage facilities designed by others. Registered Professional Engineer & Land Surveyor. Michael S. Chessnoe, PE & LS Date State of Colorado P.E. & L.S. No. 9489 TABLE OF CONTENTS A. INTRODUCTION...........................................................................................................................................1 1.) GENERAL LOCATION AND DESCRIPTION.........................................................................................................1 a.) Location.....................................................................................................................................................1 b.) Vicinity Map..............................................................................................................................................1 c.) Surrounding Developments........................................................................................................................2 2.) DESCRIPTION OF PROPERTY..................................................................................................................2 a.) Existing Property Description...................................................................................................................2 b.) Type of development..................................................................................................................................2 B. DRAINAGE BASINS AND SUB-BASINS....................................................................................................3 1.) MAJOR DRAINAGE BASINS.............................................................................................................................3 a.) Off-site basins............................................................................................................................................3 b.) Major drainageways and basins................................................................................................................3 2.) DRAINAGE PATTERNS THROUGH THE SITE........................................................................................3 a.) Existing ort -site basins...............................................................................................................................3 b.) Existing Drainage Patterns.......................................................................................................................4 C. PROPOSED (DEVELOPED) DRAINAGE SYSTEM.................................................................................4 1.) CRITERIA.....................................................................................................................................................4 a.) Area of Basin and Sub-basins....................................................................................................................4 b.) Hydrologic Criteria...................................................................................................................................4 2.) RUNOFF.......................................................................................................................................................5 a.) Developed Flow Rates and Paths..............................................................................................................5 D. DETENTION...................................................................................................................................................5 a.) Water Quality.............................................................................................................................................6 b.) Coordination with surrounding development............................................................................................6 c.) Detention Ponding plan.............................................................................................................................6 E. CONCLUSIONS..............................................................................................................................................7 1.) COMPLIANCE WITH STANDARDS..........................................................................................................7 2.) SUMMARY OF CONCEPT..........................................................................................................................7 a.) Effect of proposed development on adjacent, upstream and downstream sites.........................................7 F. LIST OF REFERENCES................................................................................................................................8 Appendix ➢ Existing Site Map City of Wheat Ridge Time -Intensity -Frequency Curves Table RO-3 — Recommended Percentage Impervious Values Y Table RO-4 - NRCS Conveyance Factors,'K' and Time of Concentration Equations. ➢ Table RO-5 - Runoff Coefficients, `c' ➢ FIRM Map s Soil Map ➢ Hydrologic Soil Group Map ➢ Percent Impervious Calculations ➢ Time of Concentration Calculations ➢ 2 -Year Runoff Calculations ➢ 100 -Year Runoff Calculations ➢ Runoff Summary POCKET Drainage Maps iv A. INTRODUCTION 1.) General Location and Description a.) Location The site is located at 2880 Teller Street, Wheat ridge, Colorado. The site is situated on a part of Lot 1, Block 4, Barth's Subdivision, Jefferson County, Colorado. 2880 Teller Street is a 0.68 acre site located south of West 29th Avenue, between South Wadsworth Boulevard and South Pierce Street in the Southeast One -Quarter of Section 26, Township 3 South, Range 69 West, 6t" Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. b.) Vicinity Map c.) Surrounding Developments The site is in the NW 1/4 of Lot 1. Block 4, Barth's Subdivision, County of Jefferson, State of Colorado. There are three single family residential dwellings north of the site, two single family residences to the east, one residential residence to the south and two residences to the west on the west side of Teller Street. 2.) DESCRIPTION OF PROPERTY a.) Existing Property Description The site is a residential property that contains approximately 0.68 acres. There is an existing house; concrete patio, concrete sidewalk, and a shared asphalt driveway on the westerly portion of the lot. The vacant portion of the site is covered by natural grasses. The ground slopes away from the northwest to the southwest corner of the site with slopes of approximately 2.5%. There is a storm sewer system situated in Teller Street. Runoff form Teller Street is captured by an inlet north of the site and conveyed to the storm sewer. Based on the Web Soil Survey the site is 100% Nunn -Urban land complex (0 to 2 percent slopes) (105). The soil in the area falls into Hydrologic Soil Group `C'. There are no major drainage ways on the project site. The site is located Zone X, and determined to be outside the 0.2% annual chance floodplain (500 -year floodplain) per the Flood Insurance Rate Map (FIRM) Community Number 085079, Panel Number 0214 F, Map Number 08059CO214F, dated February 5, 2014. b.) Type of development The proposed project is the resubdivision of the existing parcel into three (3) residential lots. The development will include a private asphalt drive that will serve the three lots. The residences will have a foot print area of approximately 1550 square feet each. Each residence will have a concrete drive and concrete porch with the rest of the lot being landscaped. The existing estimated impervious area is 3,680 square feet. The existing site is approximately 13% impervious. The new construction impervious area, is approximately 13,383 square feet. The proposed site is approximately 42% impervious. The new construction will increase the impervious area by approximately 9,703 square feet. With the increase in impervious area less than the 10,000 square foot maximum allowed by the City, the site is exempt 2 10 from detention requirements. Water Quality will be provided using grass buffers, grass swales, and landscaping. DRAINAGE BASINS AND SUB -BASINS 1.) Major Drainage Basins The site currently is a single family residence with slopes away from the residence toward the property lines. There are no significant geological features on-site. a.) Off-site basins There are minimal offsite flows draining onto the site from the abutting lot to the north and Teller Street on the west. The flows from Teller Street will be directed to and conveyed to the existing storm sewer system situated in the street. The offsite flows from the properties to the north were 1.3 cfs calculated for the 5 -year storm event and approximately 3.5 cfs for the 100 - year storm event. These offsite flows from the north will be conveyed by swales around the proposed residences and to the southeast. No flows enter the site from the south or east. The new development will have minimal affects to the existing drainage patterns and offsite runoff. b.) Major drainageways and basins The site is within Basin "K" of the Sloan Lake Basin. A Flood Hazard Area Delineation study for Sloan Lake Basin was prepared by URS Company dated October 1976. The runoff from the site is conveyed to southward to Ashland Drainageway, then to Sloan Lake and ultimately to the South Platte River. There are no major drainageways located on this site. 2.) DRAINAGE PATTERNS THROUGH THE SITE a.) Existing on-site basins The existing site was reviewed as one (1) basin. Basin E1 consists approximately 0.68 acres being 100% of the site. The runoff from Basin E1 flows towards the south and east property lines. The existing on-site 5 -year storm event runoff, (not including off-site) was calculated to be approximately 0.32 cfs and for the on-site 100 -year storm event runoff to be approximately 2.36 cfs. The flows from Basin E1 are conveyed overland to the southeast to Reed Street and West 27th Avenue. The flows are then conveyed to Ashland Drainageway. 3 The existing runoff for the total site plus the offsite runoff is approximately 1.47 cfs for the 5 -year storm event and approximately 5.57 cfs the 100 -year storm event. b.) Existing Drainage Patterns The runoff from the property drains to the southeast corner of the site. The existing runoff sheet flows offsite along the south and east property lines. The proposed runoff will be conveyed to the southeast corner of the site where they will flow offsite and follow the existing drainage patterns south and southeast of the site. The runoff from the site is conveyed to southward to Ashland Drainageway, then to Sloan Lake and ultimately to the South Platte River C. PROPOSED (DEVELOPED) DRAINAGE SYSTEM 1.) CRITERIA a.) Area of Basin and Sub -basins The area of the project is 0.68 acres (Basin P). Basin P1 contains approximately 0.22 acres and Basin P2 contains approximately 0.46 acres. b.) Hydrologic Criteria The City of Wheat Ridge "Site Drainage Requirements" and the "Urban Storm Drainage Criteria Manual — Volumes 1, 2, and 3" latest revisions" were used in preparation of this report. The Rational Method was used to calculate the basin runoff. The Time of Concentration was calculated using the equations and tables shown in Volume 1, Chapter 6, Section 2.4 of the UDFCD Criteria Manual, see the Appendix. The percent Impervious is based weighted averages using Table 6-3, Recommended Percentage Imperviousness Values in the UDFCD Criteria Manual, included in the Appendix. The Runoff Coefficients are based on the equations shown in Table 6-4 and Table 6-5 of the UDFCD Criteria Manual, see the Appendix, for Hydrologic Soil Group `C'. The rainfall intensities for this site are based on Equation 5-3 as shown in Volume 1, Chapter 5, Section 4.0 of the UDFCD Criteria Manual, see the Appendix. The proposed runoff for the total site plus the offsite runoff is approximately 2.07 cfs for the 5 -year storm event and approximately 6.49 cfs the 100 -year storm event. This is an increase of approximately 0.92 cfs above the existing runoff. Grass swales, grass buffers, flow spreaders, and landscaping will be 4 used to minimize the impact of the runoff on the downstream properties and to provide water quality. 2.) RUNOFF a.) Developed Flow Rates and Paths The proposed site was divided into two (2) basins. Basin P1 consists of approximately 0.22 acres being the southern portion of the site (approximately 33% of the site). The basin consists of the private asphalt drive, concrete driveways, and a portion of the proposed roof area. The proposed runoff for Basin P-1 for the on-site 5 -year storm event runoff was calculated to be approximately 0.62 cfs and for the on-site 100 -year storm event runoff to be approximately 1.51 cfs. The runoff is conveyed to the south to a curb and is then conveyed eastward to the end of the private drive. The flows will then be released across a grass buffer for water quality prior to exiting the site at DP P1. The flows will then be conveyed offsite following the existing drainage patterns. Basin P2 consists of approximately 0.46 acres being the northern and eastern portion of the site (approximately 66% of the site). The runoff is conveyed overland to grass swales along the side property line and the north property line. The proposed runoff for Basin P-2 for the on-site 5 -year storm event runoff was calculated to be approximately 0.34 cfs and for the on-site 100 - year storm event runoff to be approximately 1.88 cfs. The flows will then be conveyed eastward via the grass swale to the landscaped area east of the eastern most residence. The flows will then be spread out to dissipate runoff and to provide water quality as they are conveyed to the southeast corner of the site and then exiting offsite at DP P1. The runoff will then flow offsite following the existing drainage patterns. The runoff for the total site for the on-site 5 -year storm event runoff was calculated to be approximately 0.91 cfs and for the on-site 100 -year storm event runoff to be approximately 3.35 cfs. D. DETENTION Detention will not be required for this site for the following reason. The existing estimated impervious area is 3,680 square feet and is approximately 13% impervious. The new construction impervious area, is approximately 13,383 square feet and is approximately 42% impervious. The new construction will increase the impervious area by approximately 9,703 square feet. With the increase in impervious area less than the 10,000 square foot maximum allowed by the City, the site is exempt from detention requirements. ki a.) Water Quality Prior to construction, the contractor will implement temporary erosion control BMPs such as silt fences, street sweeping, concrete washout areas, trash receptacles, portable toilets, check dams, sediment control logs and temporary sediment trap. All grading and building construction will be done in such a manner as to reduce accelerated soil erosion and subsequent sedimentation and shall provide safe storage and use of materials. The grading will be completed in such a manner that the exposed area(s) of any disturbed land will be limited to the shortest possible time period, thus limiting the amount of erosion and sediment transport. The developer of the site or his contractor will remove any sediment that is deposited on adjacent properties or rights-of-way. Street sweeping shall be provided as necessary to remove any materials tracked onto the adjacent street. During construction of any water conveyance facility, such as drainage swales, the contractor shall provide temporary measures such as sediment control logs, check dams, etc. to mitigate the erosive velocity of the water. Temporary erosion control features will be removed by the contractor upon completion of the work or after permanent features, such as lawns and hard surfaces, provide adequate control. All graded or otherwise disturbed areas will be stabilized with permanent soil erosion control measures such as sodding, seeding, mulching, or hard surface emplacement. These measures will be kept permanently in place or until native vegetation has germinated, as applicable. Final water quality will be provided by the use of Grass swales, grass buffers, flow spreaders, and landscaping. b.) Coordination with surrounding development The proposed site grading has been designed to minimize any impact on neighboring properties. The existing drainage patterns will be maintained. c.) Detention Ponding plan Detention ponds were not designed since the increase in impervious area is less than the 10,000 square foot increase to the existing impervious area as permitted by City of Wheat Ridge and is exempt of detention requirements. There will be minimal to no impact on surrounding developments. 0 E. CONCLUSIONS 1.) COMPLIANCE WITH STANDARDS This final drainage report has been prepared in conformance with all applicable criteria contained in the City of Wheat Ridge "Site Drainage Requirements" and the Urban Drainage and Flood Control District "Urban Storm Drainage Criteria Manual — Volumes 1, 2, and 3" latest Revisions. No variances to the Manual are requested except as noted above. 2.) SUMMARY OF CONCEPT The proposed drainage patterns will follow the existing patterns. a.) Effect of proposed development on adjacent, upstream and downstream sites With the proposed facilities in place, the proposed residence will increase the amount of impervious area by 9,703 square feet. The total increase for the site is approximately 1.1 cfs. To provide water quality and to minimize the impact of the runoff on the downstream properties, grass swales, grass buffers, flow spreaders, and landscaping will be used. F. LIST OF REFERENCES 1. City of Wheat Ridge "Site Drainage Requirements" latest revision. 2. Urban Drainage & Flood Control District "Urban Storm Drainage Criteria Manual — Volumes 1 and 2" latest revision. 3. Federal Emergency Management Agency FEMA website. 4. Natural Resources Conservation Center "Web Soil Survey" website "Published Soil Surveys for Colorado." !? EXISTING SITE MAP CITY OF WHEAT RIDGE — TIME -INTENSITY -FREQUENCY CURVES TABLE RO-3 - RECOMMENDED PERCENTAGE IMPERVIOUS VALUES TABLE RO-4 - NRCS CONVEYANCE FACTORS,'K' AND TIME OF CONCENTRATION EQUATIONS. TABLE RO-5 - RUNOFF COEFFICIENTS, `c'. SOIL MAP HYDROLOGIC SOIL GROUP MAP PERCENT IMPERVIOUS CALCULATIONS TIME OF CONCENTRATION 2 -YEAR RUNOFF CALCULATIONS 100 -YEAR RUNOFF CALCULATIONS RUNOFF SUMMARY N D 1 X 11/14/2016 City of Wheat Ridge Time -Intensity -Frequency Curves Rainfall, (Based upon NOAA Atlas 14) Design Storm inches 2 -yr 0.77 5 -yr 1.04 100 -yr 2.23 Intensity, in/hr 8 Time, minutes 2 -yr 5 -yr 100 -yr i 0 1 2 3 4 5 2.6 3.5 7.6 6 2.5 3.4 7.2 7 2.4 3.2 6.9 8 2.3 3.1 6.6 9 2.2 2.9 6.3 10 2.1 2.8 6.0 11 2.0 2.7 5.8 12 1.9 2.6 5.6 13 1.9 2.5 5.4 14 1.8 2.4 5.2 15 1.7 2.4 5.1 16 1.7 2.3 4.9 17 1.6 2.2 4.8 18 1.6 2.2 4.6 19 1.6 2.1 4.5 20 1.5 2.0 4.4 21 1.5 2.0 4.3 22 1.4 1.9 4.2 23 1.4 1.9 4.1 24 1.4 1.9 4.0 25 1.3 1.8 3.9 26 1.3 1.8 3.8 27 1.3 1.7 3.7 28 1.3 1.7 3.6 29 1.2 1.7 3.6 30 1.2 1.6 3.5 31 1.2 1.6 3.4 32 1.2 1.6 3.4 33 1.1 1.5 3.3 34 1.1 1.5 3.2 35 1.1 1.5 3.2 36 1.1 1.5 3.1 37 1.1 1.4 3.1 38 1.0 1.4 3.0 39 1.0 1.4 3.0 40 1.0 1.4 2.9 41 1.0 1.3 2.9 42 1.0 1.3 2.8 43 1.0 1.3 2.8 44 1.0 1.3 2.8 45 0.9 1.3 2.7 46 0.9 1.3 2.7 47 0.9 1.2 2.6 48 0.9 1.2 2.6 49 0.9 1.2 2.6 50 0.9 1.2 2.5 51 0.9 1.2 2.5 52 0.9 1.2 2.5 53 0.8 1.1 2.4 54 0.8 1.1 2.4 55 0.8 1.1 2.4 56 0.8 1.1 2.4 57 0.8 1.1 2.3 58 0.8 1.1 2.3 59 0.8 1.1 2.3 60 0.8 1.1 2.3 7 6 5 C L 4 a c 3 2 1 0 5 10 15 20 25 30 35 40 45 50 55 60 Time. Hnutn TABLE RO-3 Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Percentage Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi -unit detached 60 Multi -unit attached 75 Half -acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis when land use not defined 45 Streets: Paved 100 Gravel(packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 *See Figures RO-3 through RO-5, Urban Storm Drainage Criteria Manual, Volume 1, June 2001, for percentage imperviousness. DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF Cq = Runoff coefficient for Natural Resources Conservation Service (NRCS) Type A soils CB = Runoff coefficient for NRCS Type B soils CcD = Runoff coefficient for NRCS Type C and D soils K4 = Correction factor for Type A soils defined in Table RO-4 KcD = Correction factor for Type C and D soils defined in Table RO-4 TABLE RO-4 Correction Factors K4 and KcD for Use With Equations RO-6 and RO-7 NRCS Soil Type Storm Return Period 2 -Year 5 -Year 10 -Year 25 -Year 50 -Year 100 -Year C and D 0 -0.10i+0.11 -0.18i+0.21 -0.28i+0.33 -0.33i+0.40 -0.39i+0,46 A 0 -0.08i+0.09 -0.14i+0.17 -0.19i+0.24 -0.22i+0.28 -0.25; + 0.32 The values for various catchment imperviousnesses and storm return periods are presented graphically in Figures RO-6 through RO-8, and are tabulated in Table RO-5. These coefficients were developed for the Denver region to work in conjunction with the time of concentration recommendations in Section 2.4. Use of these coefficients and this procedure outside of the semi -arid climate found in the Denver region may not be valid. See Examples 7.1 and 7.2 that illustrate the Rational method. The use of the Rational method in storm sewer design is illustrated in Example 6.13 of the STREETS/INLETS/STORM SEWERS chapter. 06/2001 RO-10 Urban Drainage and Flood Control District TABLE RO-5 Runoff Coefficients, C Percentage Imperviousness Type C and D MRCS H drolo is Soil Grou s 2 -yr 5 -yr 10 r 25 -yr 50 -yr 100 -yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 TABLE RO-5 (CONTINUED) Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hy drolo is Soil Groups 2 -yr 5 -yr 10 -yr 25 -yr 50 -yr 1 00 r 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 10°% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% 0.06 0.13 0.20 0.26 0.30 0.33 25% 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 0.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.89 0.90 0.92 0.94 0.95 0.96 TELLER 0 Jefferson County offers this service for informational purposes only for the wnvenience d the user and assumes no liability whatroever associated with the use or misuse of this data. This data is provided "as is and J efferson County disclaim all representations and warranties expressed or implied. including without limitation all representations and warranties as to the completeness, accuracy, correctness, merchantability and fitness for a particular purpose of any data and any and all warranties of tale related thereto. Soames: Esri, HERE, Del-orme, USGS, lnteTrnap, INCREMENT R NRCan, Esri Japan, MET). Esti China {Hang Kona), Esti Korea, Esri 1 Thadands, Mapnnyinbis, NGCC, 8 OpenStreetktap contributors, and the GIS Us er Community (A L = co N is 30NNA �' x m�a� jrU-Ck >,! Q W d. 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U U m O N -a — 'v N> L O — 0 0 7 ❑ .� m O o r� m '- ❑ N m E m E H o a$ a ¢ c� F- to to cn y O N n at C m U N r L a c rn y m m o J O QON m O to ¢ y C L m E m o ' a Z CL U) n a) L > n m c.7Ocn N c w o ❑ J 3 o Q R a °o 0 y W ! � R C yp Y 0 l W J y IL Q ¢ 1 m G C ccU) C IG �p O G O a J D. y Q E QI c c c y d 0 a a a a o o U) NLu 2• Nad a N ^ m 'p w LL o y OAN>>'oMNN8cY d ma o O o¢ O od > o N Q7 < 0 0 to to fn C p g m a7 m U O ai N G U U` CJ J > �y J 2 G_ o 1 2 a m (n C > G y U) v7 'O C cn fA a, a c m O ♦ u e/29 x .. « + 5 s o0 v N ♦ ® N a o y ;rte; 0 0 N N N N Q1 CL T N Z 7 T 'Q a) � 7 N N ,> R Uo N U) a a) O N C: 0 Soil Map—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Map Unit Legend 2880 TELLER STREET, WHEAT RIDGE, CO Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (CO641) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 105 Nunn -Urban land complex, 0 to 0.7 2 percent slopes 100.0% Totals for Area of Interest 0.7 100.0% USDA Natural Resources Web Soil Survey 11/21/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 ( / «mm m,_ _a, SOT $ 3 � 2 «a» SOT m_ o _ __ _B_ o,_ 099000t ( ¢ } �Nwl, ( / k® 2 ƒ� � �\ 2CL 0 §fu i/ ) \ z � ( / ) \ § f = i f « !• Ln ƒ , @ f o ) a 19 � §� \ ° { 20 00 ~ `...:. 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O)wN O C 5, m Z wL m� 0 .N m L' m Q 2C0 ❑ C/) N .L„ N- N ` E a+ O o c E C m Q 0 ° 0 m a) - O o Z vi Q m m 3 L O 2 75 Q d m d U CL > y 7 a) W E ) 0 � avQ � F - -LO. in 0 co 0 N a co O N N a N 3 c o N N 3 c N O _ m O = O) O O O m E E ? w JD OL o E N 3 .0 O N o N 3 � m o L L CL O_ Q N t0 m O m a Q. N 0 a E m d (D E � lv d N 0Llo > a O N y m Q w N U) L IODN N O NC. :r O m6 d O) m a m E a 3 _O a.on m CL M °c 'o ° 0_ :3 E2' o C oamm E m E on 0 E o (D -It m Z a co N N N c A t a m o _ a a m m m O O o L N E m o a cu 0 cr o m U o Z 3 in 4 i0 O o C © El �j El 0 y O y m a+ C A A U 0 F m a� M a) Z > > f9 W N c C ^ N G N O C O O rn d y aai g o ' d _ w ao 0 0 0 0 o ❑ o o a0 ❑ ❑ a Q rn¢ 4 m co U U ❑ Z Im 4 a m m U U o Z a, Q a m m a+ = c c 16 y ® o m; N o❑❑00000❑ o S Y o®o o N H N Q � (D -It m Z Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group 2880 TELLER STREET, WHEAT RIDGE. CO Hydrologic Soil Group-- Summary by Map Unit — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (CO641) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 105 Nunn -Urban land C 0.7 100.0% complex, 0 to 2 percent slopes Totals for Area of Interest j 0.7 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or CJD), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition usDA Natural Resources Web Soil Survey 11/21/2016 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Component Percent Cutoff. None Specified Tie-break Rule: Higher 2880 TELLER STREET, WHEAT RIDGE, CO USDA Natural Resources Web Soil Survey 11/21/2016 Conservation Service National Cooperative Soil Survey Page 4 of 4 z w O w w > U) m w w � J J m w Lu F— J O J W F N o EZ Z 00) V O 4D c. �o a O ° U (o (2 o O 00 N V J Q LLJ f- cc Q Q 1D O C(O O � O N N O ID V O co ('D O JQ w LL o 00 W NN O N W ^ N O 00 CO Lo h 6f Nr-- O N cD N M CO M p Of o 00 OQ C7 z_ ° o-\° (3)O 0 m 0 60i 0 N J_ CD Q fn Q � LO co r to � � V N O V V r V tD pN C7 U O j J LU U o 0 O N 0O O D 0 N 0O N 0D N lY W Q a U z W O Q Q cD O N f0 O N cm h v 00 `�' M M `° W U (r CL w w U LL ° ° o 0) ° O o rn o rn °o O> F- Z�O m D U QQ Q to Lo co U a Q LL m rn m m co U Oul Q Q w U Q w uwj it UJ a O w 0 n a a O O Z Cc p > w > w w J Q o Q Q O w H Q a O O a - D O o Q O J J OW t- d O f- M w U z Q a N LL U) I w r U Z 0 rA v A a �n x a o M � C _ II I r- w z a- Qo w L 0- 00 J Q u Z z F- r; m U -)r- U ~ Z N d M O L� N FL CD Q S UJI N SOOa N Cl) UNI—z dt �z � Q w J m S ' "az Z51 m 4 r� (o O U Z N r M N N M f) N M M W —I 0- N O COLLJ ,- r N N LUJ Q O O O 0 O U} p O N to 0 0 M tV r N N O J co ro O N M N ch _z ~ (o C9 C? 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E m O } .O O a a� s 4) cc co W p N � + X Q N Q D X Ci- c � c; U ® o � Qn u w > m C w Q Z Millill 11111 lllllllllll IIIIIIIIIIII co W p N � + X Q N Q D X Ci- c � c; U ® o � Qn u w > m C w Q Z �Wheatj q Geodetic Surveying PUBLIC WORKS Requirements for Final Plats TITLE OF PLAT: TELLER SUBDIVISION FILING NO. 1 Notice to Surveyor: $ Initial each item as completed. This form shall accompany the Final Plat submittal. 1. All distances for the above referenced Plat are shown using (ground) modified State Plane measurements (U.S. survey feet rounded to the nearest 0.01') consistent with the Current City Datum, AND the following datum information is shown on the Final Plat: a. The Current City Datum Coordinate System used is a ground-based modified form of the NAD93/92 State Plane Coordinate System, Colorado Central Zone 0502. b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVD88). c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1 (Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane coordinates: PHAC 1: Northing: 1701258.75, Easting: 311821758, Elevation: 5471.62. 2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle point(s), and for all point(s) of curvature/tangency. NA 3. The following curve data for the site boundary, and for all lot lines and easement boundaries, shall be shown on the Final Plat. All angular measurements shall be to the nearest second and all distances to the nearest 0.01': a. Arc length. b. Chord length. C. Chord bearing. d. Central angle (delta). e. Radius. 4. The Section Tie control points shall be on the Current City Datum and shown using (ground) modified State Plane distances and bearings with the Latitude/Longitude and modified State Plane coordinates shown per City of Wheat Ridge published values. All associated property boundary comers shall be in modified State Plane values consistent with the Current City Datum; a minimum of two (2) property boundary comers of the site shall be tied to any of the three (3) following control point types within the City of Wheat Ridge network: a. Section comets. b. City o Quarter -section comers. c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points. 5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge monuments selected to establish the modified State Plane (Current City Datum) bearings used for the Plat. Specify the City monument identification number, the Current City Datum coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of Bearing, and show the modified State Plane distances and bearings between them. Rev 11/12 6. The following information is included on the Plat for all monuments used: a. The City -based monument identification number. b. Modified State Plane coordinates on the Current City Datum (as supplied by the City). 7. Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said Current City Datum. 8. Two digital tiles of the Final Plat positioned correctly on the Current City Datum have been provided with the Plat submittal as follows: a. One (1) file in the currently acceptable version of AutoCAD DWG format (please contact the Department of Public Works at 303.235.2861 for version info). b. One (I) file in Adobe PDF format. 9. A Closure Report showing the error of closure for the platted area was provided with the plat submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing) measurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws. 10. The following statement is included on the plat: "Per Colorado Revised Statutes Sec. 38-51-106 (L), all lineal units depicted on this Land Survey Plat are U.S. Survey feel. One Meter equals 39.37 divided by 11 U.S. Survey Feet according to the National Institute of Standards and J/a Technology. „ 11. Per C.R.S. 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the Final Plat. The form of the Statement of Accuracy shall be: The geodetic point coordinate data shown herein has been derived from the NAD 83 HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence level, as defined in the Geospatial Positioning Accuracy Standards of the Federal Geodetic Control Subcommittee (FGDC-STD-007.2-1998). 1 hereby acknowledge all the above requirements have been addressed in a full and complete manner. MICHAEL S CHs NO Surveyor Name (Please Print) CHESSNOE AND ASSOCIATES Firm surveyor Signature //'01//7 For information pertaining to Section and Quarter Corner information, PHAC points, benchmarks, or for general City surveying monumentation information, please visit the City of Wheat Ridge website at: www.ci.wheat idge.coms Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rcv 11!12 Rev. 5/2014 Ctt}n z�E COMMUNITY DEVELOPMENT Submittal Checklist: Subdivision Project Name: TELLER SUBDIVISION FILING NO. Project Location: 2880 TELLER STREET, WHEAT RIDGE, CO Application Contents: The following items represent a complete subdivision application. This submittal checklist applies to all types of plat applications, including major, minor, and administrative subdivision plats. Please contact a staff planner with any questions about your specific application. 1. Completed, notarized land use application form 2. Application fee 3. Signed submittal checklist (this document) 4. Proof of ownership—e.g. deed �5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) _6. Mineral rights certification form—required for plats are reviewed at a public hearing _7. Commitment for title insurance—required for all major and minor subdivisions and right- of-way dedications _8. Written request and description of the proposal _X_9. Geodetic Surveying Requirements for Final Plats checklist --completed & signed by surveyor _X 10. Closure sheet for the exterior boundary and for all individual lots—boundary must close within a limit of 1:50,000 _X_11. Subdivision plat Two (2) full size paper copies (24" x 36") _ One (1) reduced size paper copy (11" x 17") _ AutoCAD .dwg file format --confirm acceptable version with city staff –X-12. Civil documents, if required _13. Exhibit and deed for right-of-way dedication prepared by surveyor—only required if partial right-of-way is being dedicated by separate document _14. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Subdivision Plat: Project information _X-1. Title of document – centered at top of page "[Subdivision Name] Located in the _ 1/ 4 Section, Township 3 South, Range 69 West of the 6th Principal Meridian " _X-2. Complete metes and bounds legal description compliant with Geodetic Surveying Requirements: _X—a. On Current City Datum (ground-based modified form of NAD83/92 (NAD 83 HARN) State Plane coordinate system) _X—b. Includes section ties to Section corners, Quarter Section corners, or to City of Wheat Ridge Permanent High Accuracy Control (PHAC) points _X-3. Basis of bearing statement _X-4. Small scale vicinity map – with north arrow and scale _X_5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project _X-6. Certification blocks — including for surveyor, owner, City, and County (see cover items handout) _X-7. Standard easement notes (see cover items handout) XX 8. Ownership/unified control statement, if applicable 9. Dedicatory statement, if applicable _X-1 0. Data table with total area of site and area of individual lots (in square feet and acres _X-1 1. Case history box and date of preparation Graphical information —X-12. Graphical representation of the property boundary corresponds with the legal description —X-13. Point of Beginning and Point of Commencement are shown —X-14. Monument information — including City -based monument identification number and coordinates on Current City Datum —X-15. Existing and proposed lot lines, with appropriate information: Xa. Include distances and bearings on Current City Datum Xb. Round all distances to the nearest 0.01 -foot and all angular measurements to the nearest second _X—c. Provide the arc length, chord length, chord bearing, central angle, and radius for all curves _X d. Show lot lines as "Hereby [created/removed] by this plat' —X-16. Existing and proposed street right-of-way, with appropriate information: _X a. Include all adjacent ROW widths and distances from ROW centerline to corners of subject property boundary _X b. Show right-of-way dedications as "Hereby dedicated by this plat' —X-17. Existing and proposed easements _X—a. Show location, purpose, and dimensions of all easements _X b. Distances and bearings shall be consistent with the Current City Datum —X-18. Location and dimensions of public dedication/reservation, if any _X_19. Subdivision name, lot and block numbers, and zoning for adjacent properties — all adjoining parcels not previously platted are shown as "UNPLATTED" —X-20. Legend, north arrow, and scale — scale not to exceed 1"= 100' —X-21. Section ties to a minimum of two (2) property corners are included _X_22. NOS/NGS Statement of Accuracy included —X-23. All Set & Found property pins are identified _X_24. All encroachments or gaps have been clearly identified including any necessary notes —X-25. All lineal units are shown as being in U.S. SURVEY FEET —X-26. A description of the Current City Datum is included (refer to Geodetic Surveying Requirements) _NA 27. Location of the 100 -year floodplain (if applicable) —X-28. The sheet margins are 2" on the left, 1" on top, and %2" on sides Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): 1. Traffic study 2. Trip Generation Study 3. Drainage Letter & Plan _4_ Drainage, Grading, and Erosion Control Plan _X_5. Final Drainage Report & Plan 6. Soils Report 7. Engineering plans which detail construction of all public improvements 8. HOA Covenants 9. Subdivision Improvement Agreement 10. Development Covenant Agreement 11. Phase I Environmental Assessment 12. Complete set of construction drawings (2 copies) 13. Improvement Survey Plat 14. Improvement Location Certificate 15. Site Plan As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2"d) full review, I will be subject to the applicable resubmittal fee. Signature: Date: Name (please print): Phone: REC) (92.57 REC) -In — 0 o zem 44 cn m El P, AA m F 2W --------- --- 14 14 ol Pt t ps I All eal 2-> m R� STREET 50' ROW 7: JN- -2.12 A x"I 'T -2 '-062�; wj I gal '2 Pa gig IXA g �' TELLER ST 8 A g L--4 I ag . §1 kdnesinvs. i p �x 9 QUAY ST —wIERC 5� 1 1 31 O'ns CT Iasi> NES hilLAM oda"s $ aqM PIN $ aFag�. 4"09 1 Mini qgig;j €mak>££ � a w g. �mRNag §HP .r��� JA D r O M Di C —j p3p ;l p m0 ��yRR$9RlVq ;fig WADSWORTH BOULEVARD m O 6 @ lO z 0 e ® I o QJ Rall= m O r 0 ~ go$n x ® z mm01 � cn y � 0 S m O 'Rsiq�£R ¢eR��'�•� ��R�fg•'�R n r L$A,"�S D O W z Ag 2 CO ou C: < —' �N =o z m ®gI6� gpQ�Pos ¢ op Gws w d s a R $ <�g �� jaxpan� R g HGo>a=. 0-, 0H q 3 931; XP§_" sal i m i�a 2lnx� ,4 --mom$ Q-N4om 27 TELLERSTREET T 125W (92S!' REC.) Ile. 1. .—T o 'g. m , H-Ai, C) > m 39 A m Ilk, m o 'I > )mw u) F c) Z hp! M, —PI z C: u) (D 'A --- — —_---- — z 92.V k- t.l-' RM) 1 0m I.w m Lo --I 0 m REED STREET m 50' ROW m j AS 1r m N VANCE T- w A5 T4 a �F TELLER "ST9- m. skHnssinvs gig QUAY ST PIER jg v 0. OTIS CT N -4 N T m R ST z Z- m ;u NoTP 1NGALLSS m-,. I oc ZR 92.81' A.4L 2.57' REC.) 1\ S31).ST flEG7 11 I/ 11 113500' / , gg m 4Sgj HG14;?H F- �pl�n F 97 "RW dy � �$Y21gggig €q $ SIVA P P. S 7 6 q g m 99 �vm aow Sl• m TELLER ST my F Lys �yy ob 9N Ei�` tl 1P� i7 zzK' I / IN WC lillllll,l� 4 , SS88SySyxx�g� '-- \?moi � i,\� �0 9RRRg u0600' =u 92.81' A.4L 2.57' REC.) 1\ S31).ST flEG7 11 I/ 11 113500' / , gg m 4Sgj HG14;?H �pl�n F 97 "RW dy � N0 y €q $ SIVA P P. S 7 6 q g m m O m TELLER ST my ��SAa(19Slf1tlS_L_,.`r zzK' IN WC WADSWORTH BOULEVARD 115' ROW -—�ams'•:a-w � � p een+,"FSo I F, G . F1n oz o i« FEC. NO. 92166272 REC. NO, 2018082665 ^ PART of THE N1/2 PART OF THE N1/2 OF LOT 2, HE 41 3. OF LD1 2, BLOCK 3. BARTH'S SUBDIVi51gJ BAA1H'S SUBDINSION ZONING R-2 ZONING R-2 — — — — — — — — — — — N � V 8 _ _ _ _ _ TELLER STREET AM.R^PEC. ROW �+ y 94.87 AM. (92.57' REF) $� N00'23' >•Aw 'id I D sig I I ae u z r 0 Z r I (n I -- ---� -----J z �7 c_ _-- Ir )m C m m Iw mo g� 4 I U.,� � U1 0 � o M I I� x C m n (n -- �o�� aN m 3ir z E� $ I7g I"mz jA Nx �o btiz I O �=-1 W O >"=�r O Z 0 r- �_ D o W z D O - - - - -_-__ m m a:_ O c: p o ---a LnLn gig"a I I a8� Z -------j---J 50p23'S5'E A.M. $ RE4 aAt REC.) r+ �B aI REC NO. 2014077149 PART OF THE SOUTH 100 FEET OF THE NEI/4 PR C. NO. 92IM272 A T OF THE W1/2 OF LOT 1, BLOCK 4, 0 = OF LOT 1, BLOCK 9, I BARTN'S SUBOIN5IGN BARTH'S SJ —ON ZONING: R-2 30 . ZONING'. 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S nTMmEi 91O' 9ERa ARE DRAW !mO Fm DEC Aw TS DESF NFORNATO'WALE FRW TIE UTLTY WORM 1145*DNNAr%6 Fa Mak"' UAY AND *T M R VE fa EALAYATIF RrM Lawn W 17o ouir t KRY EOASAF6 TE NI ulm TMa W MY W2RuM AL&I N AREA ET,''OATH a T5 DRANK S. CERMRN AW 'AY DR 11L oo CA"P, iY K EM 15 FUEU& sm CfRRDARN DR z DR TE Wo mm 6, sTAmaT b &MV UVI nK Oowe pMREmaM „Wn 9ATAYDRS WOEECCE, OUiAIEM AID KAF. 6 N AC=01 MIN AiVAU STAARDS OF PMACTU' AN915 WI A WAPAI a AIAPMTY• EM EK55ED a wx RN1!min" 4AA om NUL Mn 9f$ 7. AA 1144 WANG UAYS 4T m DR Os my AR Imm Mus—(TETAWmw TOBDF. AUSsuw FOT6 Dnn ASAs,�M'Oy v 1lLJO�mi IQ'Sa�Djp RAS �A�, g d&UfYND -.&t&YCAfDORS!78D A'i�ML A"9�aKn-'.'k i6. WATER - 5W 461NAw 1961 CATV N PwCD mw*w tft� TDR 0 A lua f( My A :.S 6W(kRR 4187 Ui FRED RE & 45 so At M WRINRS' R"TY MW (9F+ATDA . SAsnb M 199➢ Du, WINOS ARNEM ww'AX MMIED INS nAr OD_ AT_A N 9FA§f OF IR O.N11141A1 M LAD 9A9'AY PLAISA T-O-ar SIM n FAR Roma MADa----- PREPARED Sr., LAL LUQ 015m AW RS ys m AAAA � SWI EAST NEW AftE. 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D., D M YUF AfU1 AM :TA%RUI TK OAA' O TE SWW MERG. 2 PXK%T WAM6 S+UAJpT AAN '"IK wml lFwAS k1EN5 a UFAUS MY RL.0 UW &w wKNO' DR LAID RMDMT MFENDI! O AmmAY, (Dais A mm Te (7) A1oF1 w PoFDWT to SME sTAR A W Ism, 4AS 1 AA EAMNAM AND Wfr OF -WY PWAW i0 MS DRPaTr AR 9DW a AR 1", O TN asi U YY o m AD SAE, T1s YAP OEs WT RiR'2tP A'Ili YARN iY MSSMR AD �OAlA3 a TE IN8pC6A@ A PE f I5. Yq UTAH® lmx NAD UMY NIM 01 w AT% AND DAK N&TAM R4M J. S nTMmEi 91O' 9ERa ARE DRAW !mO Fm DEC Aw TS DESF NFORNATO'WALE FRW TIE UTLTY WORM 1145*DNNAr%6 Fa Mak"' UAY AND *T M R VE fa EALAYATIF RrM Lawn W 17o ouir t KRY EOASAF6 TE NI ulm TMa W MY W2RuM AL&I N AREA ET,''OATH a T5 DRANK S. CERMRN AW 'AY DR 11L oo CA"P, iY K EM 15 FUEU& sm CfRRDARN DR z DR TE Wo mm 6, sTAmaT b &MV UVI nK Oowe pMREmaM „Wn 9ATAYDRS WOEECCE, OUiAIEM AID KAF. 6 N AC=01 MIN AiVAU STAARDS OF PMACTU' AN915 WI A WAPAI a AIAPMTY• EM EK55ED a wx RN1!min" 4AA om NUL Mn 9f$ 7. AA 1144 WANG UAYS 4T m DR Os my AR Imm Mus—(TETAWmw TOBDF. AUSsuw FOT6 Dnn ASAs,�M'Oy v 1lLJO�mi IQ'Sa�Djp RAS �A�, g d&UfYND -.&t&YCAfDORS!78D A'i�ML A"9�aKn-'.'k i6. WATER - 5W 461NAw 1961 CATV N PwCD mw*w tft� TDR 0 A lua f( My A :.S 6W(kRR 4187 Ui FRED RE & 45 so At M WRINRS' R"TY MW (9F+ATDA . SAsnb M 199➢ Du, WINOS ARNEM ww'AX MMIED INS nAr OD_ AT_A N 9FA§f OF IR O.N11141A1 M LAD 9A9'AY PLAISA T-O-ar SIM n FAR Roma MADa----- PREPARED Sr., LAL LUQ 015m AW RS ys m AAAA � SWI EAST NEW AftE. W,R 8EFfN'L YW DAG WKA W30.0 ecJn BW -971-1987 RRNE: 7O -A1-757 E -WA: P aalwfmnvrtnl �yaaa City of �"�Wh6atRjc]Lye LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29`h Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant � � '� 'x,13 Address 2y`L )4 y t' -l' 4 - city Df'ok)-et— Stater ( Zip 5r � l Z Owner City_ Address State WE Phone Fax Phone Fax Contact Address Phone City State Zip Fax (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 2r�C Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted. O Change of zone or zone conditions 17 Special Use Permit t4 Subdivision: Minor (5 lots or less) O Consolidation Plat O Conditional Use Permit Q Subdivision: Major (More than 5 lots) O Flood Plain Special Exception D Site Plan approval O Temporary Use, Building, Sign O Lot Line Adjustment O Concept Plan approval Q Variance/Waiver (from Section ) O Planned Building Group d Right of Way Vacation 71 Other: Detailed description of request: Required information: Assessors Parcel Number: 3q . 2(g q - 1 ;Z- Oa 1 Size of Lot (acres or square footage): $� % Current Zoning: {l, -a Proposed Zoning: Current Use: Proposed Use: I certify that the information and exhibits herewith submitted are true and correct to the best of nny knowledge and that in filing this application, I ani ' acting with the knowledge and consent of those person d above, witho Applicants other than owners must submit powe attor y from caner w 5ose onsent the requested action cannot lawfully be accomplished appro of this action on his behalf. Notarized Signature of Applicant State of Colorado TAMARA D ODEAN County of -36yerSon } NOTARY STATE OF COLORADO The foregoing instrument (Land Use Processing Application) was acknowledged NOTARY1D20164p15481 by me this o 64 day of Sao �,o.r 20� by 4, .a,, Cr,' � �s My COMMISSION EXPIRES APRIL 22, 2020 Notary Public My commission expires y / 2 /20 2b To be filled out by staff: Date received Fee $ Q,OD Receipt No.L jLQn►�R7z Case No._ `fie ' I7 0� Comp Plan Design. Zoning C ��'A� �� 2 "` Quarter Section Map 5LW Related Case No. Pre -App Mtg. Date—I-//-/ Case Manager_ City of �qrWh6atRji�cqlge PRE -APPLICATION MEETING REQUEST FORM Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 Thank you for your interest in scheduling a pre -application meeting with the City of Wheat Ridge, we look forward to reviewing your request and meeting with you. The pre -application meeting process was established to provide an opportunity for potential applicants to meet with the City of Wheat Ridge's Development Review Team to discuss development proposals and learn more about the City's technical and procedural requirements, which are often unique to each zone district, development proposal, floodplain designation, etc. Pre -application meetings are required prior to the submittal of most land use applications. The City of Wheat Ridge's Development Review Team has established two standing meeting times every Thursday for pre -application meetings: 2-3pm and 3-4pm. Once the form below and any necessary materials are submitted, you will be contacted by the Community Development Department to schedule a pre -application meeting. Meetings will be scheduled no earlier than 7 business days from the date you are contacted. However, it is not uncommon for pre - application meetings to be booked several weeks out. A $200 fee is required for a pre -application meeting. This fee is payable by cash, check, Visa or MasterCard at your scheduled meeting time. Contact Information Name Address, City, State, Zip ay,'�Q )U Additional Contact Information (if necessary) Name Phone Email Address, City, State, Zip Site Location (address): 2 IbO (tlku_ S}_ U-411 Relevant land use processes you are inquiring about (check one or more of the actions listed below which pertain to your meeting): O Subdivision or Lot Consolidation O Planned Building Group O Variance 0 Special/Conditional Use Permit JZPlanned Development Site Plan O Major remodel or change of use O Rezoning 0 Other:r Cel S►7�, �- At a minimum, two items are necessary to properly review your proposal prior to the pre -application meeting: a narrative and site plan. The narrative must provide enough detail to adequately describe the scope of work being proposed. It is acceptable for the site plan to be preliminary in nature; it is not required to be professionally drawn but should be scaled, labeled, and legible. The narrative and site plan will need to be submitted prior to scheduling your pre -application meeting. Please contact Zack Wallace at 303-235-2849 or zwallaceLa)ci.wheatridRe.co.us for any questions regarding submittal requirements. The more information you can provide regarding a project, the more productive a pre -app meeting can be. Please also consider submitting the following items if they are available: a survey or ILC of the property, subdivision sketch plan (if subdividing or platting), conceptual landscape plans, and conceptual architectural plans or examples. If you have been in contact with a Staff member prior to filling out this request please indicate their name below: Approximate date of contact: Acknowledgements I acknowledge that I must submit a narrative and preliminary site plan, and any other relevant documentation to Zack Wallace Qwallace s ci.wheatridge.co.us) with the Wheat Ridge Planning Division prior to being contacted to schedule a pre -application meeting. I will submit the following information concurrently with this form (* denotes a required submittal): Proposal Narrative* 0 Concept landscape plans tte Plan* Conceptual Architectural Plans/ Examples Survey or ILC Subdivision sketch plan 91- I acknowledge that there is a $200 fee for the pre -application meeting, payable by cash, Visa, MasterCard, or check payable to the `City of Wheat Ridge' at the time of my scheduled pre -application meeting. Submit You have two options for submitting this form: 1) Click the button below to submit this completed PDF via e-mail. Please attach the necessary submittal items (narrative and site plan, at a minimum) to the e-mail with this form. Meeting request forms sent without the necessary submittal requirements will be considered incomplete and will not be scheduled for a pre -application meeting. Click here to submit form via email 2) Print and mail, or drop off, the form to: City of Wheat Ridge c% Planniy Division (Pre Application) 7500 W 29` Avenue Wheat Ridge, CO 80033 To be filled out by staff: Date request received Pre -app meeting date Case Manager Date submittals rec'd Fee Received Due Diligence Complete it e" a !„g. 3'ga asRun ,fgOR g x = Iz Z o= U')� `— > o a� m z 0 = CO :�N 12fz J an d 3 a _ L?q €ni .E337 -47O .NOM o z Rg; IT Y N � rt7 LL- �o LuLll17,.41, t.77j i�.� O z d Z JO= O vwzi 3 a <a Nus x M Q IL W o z Wa aavnainoe uaomsovM ���� °=3 ail J _ a Wma< o•a W U � O J Q �R 1-029 i w� as&e 51 gtP.�;r =dg, ,p64;'j9gW„„� 1 6 �� s gds a s �^ ve = aq€z 3 3 <.� 3 a �” � � Ki sm� s�a� ��o������s€�� .R..... �`� � ipQ�xsg� a ��� ;������: '88 '8`=oW .� R f , s"fix � 1 X1, i = -ol— i RUM? 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NoisMroens 101n a No�stniaans s,wave '> N001a 't 101 d0 'D N0018'l'0l 30 VIM 3N1 30 laud 0/13N 3Hl 30 ZLZ991Z6'ON 'D3N 133d OOt H ooS 3H 301Nvd ize�u ('�3n ts"Gii) 69LL Woz 'ON 'Ola nv ,2B"Glf i ouSg�a 3a��'nv Q9G�� 'Yltl 3-SS,fZoos LL i (03a LSZ6) 'YI'tl ,L9Z6 33 §8a �sorc I.a I asgb�g "�� i ,I ae"ce �r o$�I en m �z51 I q y IL_m I �� n d I I i e$�gso=u�N gNSo tom I ��= 582 I p ado ''I� p8Y E;i di I gz al g lal�;s WQecla� E P•= 96Y6 — — — —— �'g MOa ,os - 133x15 a3tt31 - __ _ _ - _ _ - 8 8 ---_-i-----�_--.-__--_-- z -a "JNINOZ z -a —Noz NOIaY.mm s,H dve NOISNIuem s.H 6va 'f 90018 'Z 101 30 'f N001e 'Z lol 30 'A 3H1 30 ltivd Z/lN 3Hl 30 Ltivd S99Za09tOZ ON '038 ZLZ99tZ6 ON '03a rl ci 0, IN ---------------------------------------- /Development Review — Internal Checklist Location: 2 $'$5:) 1Gtnu:5 . Micro Dev dates: 2- I ZSI —,--sD 1 tom, __Subd: S�'Floodplain- Zoning: 1 0— No ❑ Yes Frontage 1: f Cl_l.G^t2 Class: Bike/Ped: ❑ No ❑ Yes Frontage 2. tot (A Class: Bike/Ped: ❑ No ❑ Yes Process................................................................................................................................................................. .... ........... .......... ...... ......... ...... x J W ,'r.-� ❑ Neighborhood Meeting ❑ Zone Change ❑MajoJriivicinn ❑ Special Use Permit ❑ Building Permit ❑ Outline Dev Plan ❑ Minor Subdivision ❑ Conditional Use Permit ❑ Site Plan Review ❑ Final Dev Plan ❑ Consolidation ❑ Floodplain Permit: I or II ❑ Concept Plan Review ❑ Planned Building Group ❑ Lot line adjustment ❑ Other: CommonRequirements........................................................................................................................................ Does the ASDM apply? ❑ No ❑ Yes, contemporary Trigger. New development or increase in building sgft by 50% or more �6) ❑ Yes, traditional Drainage report and/or plan? ❑ No ❑ Yes, preliminary When? ❑ 65 ❑ Yes, final When? Traffic report? No ❑ Yes, preliminary When? ❑ Streetscape plans ❑ Yes, final When? Dedicate or vacate ROW? ❑ No ❑ Yes, ft Where? Add'I Requirements ......................................................................................................................... ❑ PIA or SIA + LOC Ll Development covenant ElHOA/CCR ❑ Other: ukill. mprovements......................................................................................................................................... ............................................. Does the Streetscape Design ❑ No Manual apply? Trigger: On collector or arterial. new development, redevelopment, or increase in building sgft over 50% Are public improvements required? Trigger With building permit application, improvements determined by PW Director Curb, gutter, or sidewalk trigger. Ped route, collector, or arterial Construction trigger: preexisting sidewalk adjacent to any property on either side of the block, otherwise payment in lieu For subdivisions: Required for all new streets: required on adjacent existing street that is ped/trail route, collector, or arterial El Yes, standard is: Did we discuss everything? ❑ Construct (submit streetscape plans with site ❑ Parking plan or building permit, PIA or SIA with LOC or ❑ Site plan ❑ Final plat ❑ Soils test ❑ Landscape plan ❑ Photometric plan ❑ Grading/erosion control ❑ Building Elevations ❑ Streetscape plans ❑ SWMP ❑ Survey ❑ Parkland dedication ❑ CDOT access permit P bl' I ❑ Construct (submit streetscape plans with site ❑ PIA or SIA + LOC Ll Development covenant ElHOA/CCR ❑ Other: ukill. mprovements......................................................................................................................................... ............................................. Does the Streetscape Design ❑ No Manual apply? Trigger: On collector or arterial. new development, redevelopment, or increase in building sgft over 50% Are public improvements required? Trigger With building permit application, improvements determined by PW Director Curb, gutter, or sidewalk trigger. Ped route, collector, or arterial Construction trigger: preexisting sidewalk adjacent to any property on either side of the block, otherwise payment in lieu For subdivisions: Required for all new streets: required on adjacent existing street that is ped/trail route, collector, or arterial El Yes, standard is: Did we discuss everything? ❑ Construct (submit streetscape plans with site ❑ Parking plan or building permit, PIA or SIA with LOC or ❑ Screening development covenant for private improvements) Sidewalk ❑ ❑ Payment In lieu (pay prior to BP issuance, ❑ Setbacks/build-to deposited in escrow to construct specific ❑ Easements streetscape improvements) ❑ Architecture ❑ No Curb/Gutter ❑ Accessory structures L3Lighting Sidewalk ❑ Signs ❑ Amenity zone ❑ Use LlRoadway construction/paving LJ Nonconformities ❑ Utilities ❑ Case history ❑ Landscape (on site, ❑ Other: street trees, buffers) ❑ Construct (submit streetscape plans with site plan or budding permit, PIA or SIA with LOC) ❑ Payment in lieu (pay prior to BP issuance, fees may be used to construct anywhere in City) L3Development Covenant (deferred improvement agreement, only an option for City or � Wheat jjcge subdivisions, per 26413.C) 17 x 9 S dO&O's TELLER ST. 50' R.O.W. V-92.57';) or 92.5 IM r 7 City of Wh6atplidge COMMUNITY DEVELOPMENT PRE -APPLICATION MEETING SUMMARY Meeting Date: August 11, 2016 Applicant: Jason Cribbs, applicant cribbsco@gmail.com Jim Keavney, Principal KSA Architecture Attending Staff: Meredith Reckert, Senior Planner Lisa Ritchie, Planner 11 Zack Wallace, Planning Technician Dave Brossman, Development Review Engineer Specific Site Location: Existing Zoning: Existing Comp. Plan: 2880 Teller Street Residential -Two (R-2) Neighborhood Existing Site Conditions: The property is located along Teller Street, south of 29th Avenue. The property is zoned Residential - Two (R-2) as are the surrounding properties, with some R-1 and R-1 A zone districts beyond the immediate vicinity. The area predominantly contains single-family homes, with some duplexes. According to the Jefferson County Assessor the property measures 30,575 square feet (0.70 acres) and is platted as Lot 1, Block 4 of the Barth's subdivision, platted in 1882. Until recently, the property contained a detached garage/barn, which was demolished in early 2016. Applicant/Owner Preliminary Proposal: The applicant is proposing to subdivide the property into three lots and construct three single-family homes. The proposed subdivision would divide the property roughly into thirds, resulting in three lots 92.7 feet wide and 105 feet deep each. Access to the interior lots would be served by a private drive. Utilities and associated easements would be provided via existing mains in Teller Street. Three homes are proposed, and all would face south and be accessed from the private drive. Each home is proposed to have a 1,618 sq ft footprint, contain a two car garage, and be two stories tall. Will a neighborhood meeting need to be held prior to application submittal? A a neighborhood meeting is not required prior to a subdivision application. Planning comments: The following items were discussed based on the applicant's proposal: Zoning & Use The current zoning on the property is Residential -Two (R-2). The R-2 zone district was established to provide high quality, safe, quiet and stable low to moderate -density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the residential character. The minimum lot width for a single-family home in the R-2 district is 75 feet, and the minimum lot area is 9,000 square feet. The proposed subdivision and intended use for single-family homes complies with the requirements for minimum development standards in the R-2 district. Subdivision The application as proposed will be processed as an Administrative Subdivision, which is one that consists of three or fewer lots that conform to all subdivision and zoning regulations. Per the subdivision regulations, no more than four dwelling units may be accessed off a private drive. The access drive shall be no less than 25 feet in width. The City recommends the applicant consult with all utility providers and West Metro Fire District to understand their requirements prior to the submittal of a subdivision application. Architectural and Site Design Manual (ASDM) There are no architectural standards for single-family homes. Utility and Access Easements The site plan/lot layout shows utility easements being placed on the north side of the proposed lots. The City recommends the applicant locate all utilities and associated easements within the proposed access easement, if possible. Landscaping Section 26-502 of the Municipal Code establishes landscaping requirements. For single-family homes, one street tree for every 70 feet of street frontage, or portion thereof, shall be planted within the front setback and no less than 25% of the gross lot area and no less than 100% of the front yards shall be landscaped prior to the issuance of a certificate of occupancy. Because these lots will access a private drive, the front setback will be the western sides of the properties. Parkland A parkland dedication fee of $2,497.29 is required for each new residential lot created in the City of Wheat Ridge. The City found no evidence to date that the existing structure was classified as a residence, therefore there will be fees associated with all three lots. This fee is collected when the recording fees for the subdivision plat are provided. Utility Providers The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: 0 West Metro Fire Protection District, phone: 303-989-4307 Consolidated Mutual Water District, phone: 303-238-0451 Wheat Ridge Sanitation District, phone: 303-424-7252 All land use applications will be sent out on referral to these agencies for comment; however, staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. Building Division comments: The City has adopted and currently enforces the 2012 Edition of the International Codes and the 2014 Edition of the National Electric Code. The City uses the ANSI 117.1-2009 Standard in determining requirements related to accessibility. Public Works comments: The following items were discussed based on the applicant's proposal: Drainage The City's Site Drainage Requirements will apply to the proposal, in a manner that depends on the amount of impervious surface that will be added to the property. See the attachment provided by Public Works for detailed information on these requirements. Right-of-way Dedication A 1.5 -foot dedication will be required on Teller Street. When public improvements are non-existent or substandard, the City requires their construction or assesses fees -in -lieu with a subdivision application. Due to existing drainage conditions in the area, the City recommends the applicant pay the fees -in -lieu rather than constructing curb, gutter and sidewalk. The fees for these improvements are $4,853 which shall be paid prior to the recordation of the plat, per Sec. 26-417 of the code. Review Process This request will require a subdivision. If the owner plans to rezone the property, a planned development rezoning process will also be required. Subdivision The first step in the subdivision process is a pre -application meeting. After the pre -application meeting is complete, a formal application may be submitted. Applications must be submitted by appointment with a planner. Incomplete applications will not be accepted._A subdivision consisting of 3 or fewer lots or parcels is considered an administrative subdivision. This requires no public hearings. Upon submittal of a complete application, the case manager will review the application, send it out on referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the subdivision plat may be required as a result of these comments. The applicant must address comments and resubmit relevant documents. This process may need to occur several times. For an administrative subdivision, the process is finalized once all comments have been addressed. Once approved, a blackline mylar copy of the plat must be submitted to the City of Wheat Ridge in order to be recorded with Jefferson County Clerk and Recorder. The plat must be approved and recorded prior to the issuance of any building permits. Attachments: Public Works Comments Note: Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Lauren Mikulak — Senior Planner 303-235-2845 Lisa Ritchie — Planner II 303-235-2852 Zack Wallace — Planning Technician 303-235-2849 Michael Arellano — Chief Building Official 303-235-2853 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Supervisor 303-235-2863 4 .. // 14Ltl-Ldr `A i It-- P-e- cllr elf— eAILA� CAWS �� C`'k�"J- L j,4"lA 2