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HomeMy WebLinkAboutLLA-20-07City Of W �h6atNjLge Com....__.. Memorandum l TO: Kenneth Johnstone, Community Development Directo FROM: Zareen Tasneem, Planner I DATE: July 6, 2021 SUBJECT: LLA -20-07 / 3177 Benton Lot Line Adjustment Summary of Request: The applicant requested an administrative subdivision (lot line adjustment between two lots) on property zoned Residential -One C (R -1C) and located at 3177 Benton Street. Findings: • All comments from referral agencies have been addressed. • Engineering has completed review of the plat and has found it approvable. • The plat complies with the subdivision design criteria established in Section 26-410 of the Wheat Ridge Municipal Code. Recommendations: Staff recommends approval of the administrative subdivision at 3177 Benton Street (Case No. LLA -20-07), with the following conditions: 1. The subdivision plat shall be recorded prior to issuance of a Certificate of Occupancy for a building permit. City of Wheat�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29� Ave. June 28, 2021 Danny Buscarello 1633 Fillmore Street, Suite 406 Denver, CO 80206 Danny: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on property zoned Residential -One C (R -1C). I have reviewed your third submittal and have the following comments. Please also refer to the redlined copies of the draft documents. General Comments 1. Subdivision Plat Graphic: a. In the alley, modify the two labels to read "8.00' ALLEY." See redlines. b. Add an arrow to point to the "EXISTING LOT LINE HEREBY REMOVED BY THIS PLAT." See redlines. 2. Otherwise, all of Planning's comments have been addressed and, thus, this plat is approvable. 3. Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, '/z" sides and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars and the City will deliver them to the County for recording. 4. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on full size 24"06" sheets). Some of the text on the plat document still does not meet this minimum size requirement. See redlines. Please note that your Mylar will be rejected by the County if the size is insufficient on the Mylar version. Any Mylar re- printing and re-recording fees will be at the applicant's expense. This concludes the summary of comments. Please make the requested change to the plat and re- submit as a Mylar. You may either mail the final Mylar to the attention of the Planning Division or drop off Monday - Friday between 9am to 4pm. Our address can be found on the letterhead of this letter. Please make sure the signature blocks for surveyor and property owner are completed and notarized prior to submitting the final Mylar. Please also attach a check to the Mylar, made out to the City of Wheat Ridge, to the Planning Division, for the Mylar recording fee and make it clear on the check of its purpose (i.e. Mylar recording fee for LLA -20-07). You may also contact Tammy Odean, our Administrative Assistant, at 303-235-2846 to pay over the phone. The County charges $13/first page + $10/additional page. The total for this plat will be $13. www.cimheattidge.co.us Sincerely, Zareen Tasneem Planner I cc: LLA -20-07 case file Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89°41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET; THENCE S 00°19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00'; THENCE S 89°53'36" W A DISTANCE OF 125.00'; THENCE N 00`19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS N 87°51'38" W A DISTANCE OF 1841.42 FEET; THENCE N 89°53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 1633 FILLMORE STREET, SUITE 406 DENVER, COLORADO 80206 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. W.32ND AVE.- 60' R.O.W. BASIS OF BEARING -- S-89`41'42" W- 2645.71' - 4 - ZONING R -1C` 8.00' - ALLEY 2 ZONING R -1C `3 ZONING R -1C 8.00' - ALLEY 24 ZONING R -1C A.D. 202 - POINT OF BEGINNING NORTHEAST CORNER OF LOT 23, BLOCK 3, OLINGER GARDENS SUBD. LOT 1 2'3 6685 Sq. Feet N 0.1535 Acres 0 ZONING R -IC (DEXISTINGLOT LINE o HEREBY REMOVED BY C3 THIS PLAT o4 54.71' ,4Pj3k S890533C 3 DESCRIPTION g0' rF. 5�` N89053'36"E 78.29' 12/16/20 S88'58'03"W . Co.. 2ND REVISION 6/15/21 34.52 � LOT 2 o� N88058'03"E 5815 Sq. Feet o NEW LOT 6 CREATED LINE HEREBY BY THIS PLAT 22 0.1335 Acres Z 00 M ZONING R -1C ' S 89053'36" W 1 4 3 ZONING R -1C OLINGER GARDENS SUBD. 21 ZONING R -1C 0 0 0 LO BUSCARELLO LOT LINE ADJUSTMENT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 8941'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM AND HAS A HORIZONTAL ACCUI CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL AS DEFINED IN THE GEOSPATIAL POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). POINT OF COMMENCEMENT NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. A -- S89'41'42"W 681.00' 0 o ' of w i i Q) i r w 0 • �� ' / j N ZONING R -1C O —30.00'---- NN• L.L O 0 (.0 2 0 00 ZONING R -1C North w U) ro Z CJ 0 o) O o o cn Z South ui 00 3 ZONING R -1C 20 10 0 SCALE; 1' = 20' OLINGER GARDENS SUBD. LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT 20 STREET CENTERLINE TIE TO SECTION CORNER W. 33RD AVENUE J U W. 32ND AVENUE I I Of u� PROJECT W. 30TH AVENUE C co Z co CD co p ai c w z w Z w LL Z ¢ a= W s LL W 0 V m Q U. 2fl z z z z z z W. 29TH AVENUE W. 28TH AVENUE VICINITY MAP SCALE: V-100' CITY CERTIFICATE: APPROVED THIS DAY OF WHEAT RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE: Still does not meet JeffCo min. 1/8" font size rea. MAYOR co J U Er LUZ LU 0 North CJ South BY THE CITY OF I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE ADJUSTMENT 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. CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS ___ DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION 5/12/21 2ND REVISION 6/15/21 WO#: 1407 DATE: 12/16/20 DRFT: CML CJ Surveying, LLC. 8879 Miners Drive Highlands Ranch, CO 80126 303-928-0769 ��Wh6atf dMUNITY DEVELOPMENT " City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. June 7, 2021 Danny Buscarello 1633 Fillmore Street, Suite 406 Denver, CO 80206 Danny: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on property zoned Residential -One C (R -1C). I have reviewed your second submittal and have the following comments. Please also refer to the redlined copies of the draft documents and Engineering Division comments. General Comments 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the third submittal. 2. Your comments' response from the first review states that the patio cover that was attached to the southside of the detached garage has been demolished. Based on the previously submitted ISP and the new proposed lot lines, the detached garage would have a 5 -foot southern side setback from the new lot line, which meets R -IC development standards. Subdivision Plat 3. Vicinity map: ADDED a. Please make apparent with labels and/or other methods the boundary between the City of Wheat Ridge and City and County of Denver. ADDED b. Unclear why the arrow pointing to the site is angled. Show as direct arrow instead. See redlines. 4. Graphic: ADDED a. Please use an even heavier line weight to distinguish the proposed lot lines from existing lot lines; they are currently very similar and will be too hard to distinguish if the plat is ever reduced, scanned or photocopied. b. Please use different typography to differentiate between existing subdivision information and proposed subdivision information for all lots. For example, bold black text for proposed or italics for existing and bold for proposed. ADDED c. The symbology for "removed lot line" cannot extend beyond the subdivision boundary. Use symbology for exiting lot line instead. See redlines. ADDED d. The dashed line symbology used to depict section tie connection is the same as lot line removed. Use a different symbology, for example dashed lines further spaced apart. ADDED e. In the alley, modify the two labels read "8.00' ALLEY." ADDED f Label Benton Street. 5. Legend: ADDED a. Removed lot line symbol not shown and labelled on legend. Please add. www.ci.wh eatri dge.co.us For future consideration 6. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, '/2" sides and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on full size 24"06" sheets). Most of the text on the plat document still does not meet this minimum size requirement. Please note that your Mylar will be rejected by the County if the size is insufficient on the Mylar version. 7. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.29 per new unit and would be due at time of building permit, if one is submitted for a new single family on the currently vacant southern lot. The application was also sent on referral to other City departments and outside agencies, and there were no additional comments received. This concludes the summary of comments. Please make the requested changes to the plat and re- submit as a .PDF file for final review. If all changes are addressed on the final .PDF version, applicant may then submit the plat as a Mylar. Sincerely, Zareen Tasneem Planner I cc: LLA -20-07 case file Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89°41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET; THENCE S 00°19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00'; THENCE S 89°53'36" W A DISTANCE OF 125.00'; THENCE N 00`19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS N 87°51'38" W A DISTANCE OF 1841.42 FEET; THENCE N 89°53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 1633 FILLMORE STREET, SUITE 406 DENVER, COLORADO 80206 STATE OF COLORADO ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ____DAY OF A.D. 202. 10 WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ----------------- NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER W 32ND AVE.- 60' R.O. V V�/�� . SECTION 25, T3S, R69W, BASIS OF BEARING TH P.M. S- 89`41'42" W- 2645.71' 4 - ZONING R-1C`\j 2 ZONING R -1C `3 ZONING R -1C elm 24 ZONING R -1C POINT OF BEGINNING NORTHEAST CORNER OF LOT 23, BLOCK 3, OLINGER GARDENS SUBD. LOT 1 2'3 6685 Sq. Feet N 0.1535 Acres 0 ZONING R -IC EXISTING LOT LINE o HEREBY REMOVED BY C3 THIS PLAT o4 54.71' ,4Pj3k S890533C 3 LOT NO. g0' rF. 5�` N89053'36"E 78.29' S.F. S88'58'03"W . Co.. 0.1535 0.1335 TOTAL 34.52 � LOT 2 o� N88058'03"E 5815 Sq. Feet o NEW LOT 6 CREATED LINE HEREBY BY THIS PLAT 22 0.1335 Acres Z 00 M ZONING R -1C ' S 89053'36" W 1 4 3 ZONING R -1C OLINGER GARDENS SUBD. 21 ZONING R -1C 0 0 0 LO BUSCARELLO LOT LINE ADJUSTMENT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 8941'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM AND HAS A HORIZONTAL ACCUI CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL AS DEFINED IN THE GEOSPATIAL POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). POINT OF COMMENCEMENT NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. A -- S89'41'42"W 681.00' 0 o ' of w i i Q) i r w 0 • �� ' / j N �dK ZONING R -1C O -30.00'-- N•• L.L O 0 (.0 2 0 00 ZONING R -1C North w U) z CJ 0 o) O o o cn z South ui 00 3 ZONING R -1C 20 10 0 SCALE; 1' = 20' -30.00'-{ L OLINGER GARDENS SUBD. LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT 20 STREET CENTERLINE TIE TO SECTION CORNER LOT DATA TABLE LOT NO. AREA LOT 1 LOT 2 S.F. AC. 6685 5815 0.1535 0.1335 TOTAL 12,500 0.2870 W. 33RD AVENUE J U W. 32ND AVENUE I I Of u� PROJECT W. 30TH AVENUE J co z z co CD co z ai D w Z w w z w w ¢ o U m ¢ m z z z Z Z z z W. 29TH AVENUE CITY CERTIFICATE: APPROVED THIS DAY OF WHEAT RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE: W. 28TH AVENUE VICINITY MAP SCALE: V-100' co J U Er LUz LU 0 North CJ South BY THE CITY OF I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE ADJUSTMENT 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. CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK CASE HISTORY: LLA -20-07 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION 5/12/21 2ND REVISION 6/15/21 WO#: 1407 DATE: 12/16/20 DRFT: CML CJ Surveying, LLC. 8879 Miners Drive Highlands Ranch, CO 80126 303-928-0769 City of Wheat�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29� Ave. June 7, 2021 Danny Buscarello 1633 Fillmore Street, Suite 406 Denver, CO 80206 Danny: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on property zoned Residential -One C (R -1C). I have reviewed your second submittal and have the following comments. Please also refer to the redlined copies of the draft documents and Engineering Division comments. General Comments 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the third submittal. 2. Your comments' response from the first review states that the patio cover that was attached to the southside of the detached garage has been demolished. Based on the previously submitted ISP and the new proposed lot lines, the detached garage would have a 5 -foot southern side setback from the new lot line, which meets R -1C development standards. Subdivision Plat 3. Vicinity map: a. Please make apparent with labels and/or other methods the boundary between the City of Wheat Ridge and City and County of Denver. b. Unclear why the arrow pointing to the site is angled. Show as direct arrow instead. See redlines. 4. Graphic: a. Please use an even heavier line weight to distinguish the proposed lot lines from existing lot lines; they are currently very similar and will be too hard to distinguish if the plat is ever reduced, scanned or photocopied. b. Please use different typography to differentiate between existing subdivision information and proposed subdivision information for all lots. For example, bold black text for proposed or italics for existing and bold for proposed. c. The symbology for "removed lot line" cannot extend beyond the subdivision boundary. Use symbology for exiting lot line instead. See redlines. d. The dashed line symbology used to depict section tie connection is the same as lot line removed. Use a different symbology, for example dashed lines further spaced apart. e. In the alley, modify the two labels read "8.00' ALLEY." f Label Benton Street. 5. Legend: a. Removed lot line symbol not shown and labelled on legend. Please add. www.cimheattidge.co.us For future consideration 6. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, '/2" sides and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on full size 24"06" sheets). Most of the text on the plat document still does not meet this minimum size requirement. Please note that your Mylar will be rejected by the County if the size is insufficient on the Mylar version. 7. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.29 per new unit and would be due at time of building permit, if one is submitted for a new single family on the currently vacant southern lot. The application was also sent on referral to other City departments and outside agencies, and there were no additional comments received. This concludes the summary of comments. Please make the requested changes to the plat and re- submit as a .PDF file for final review. If all changes are addressed on the final .PDF version, applicant may then submit the plat as a Mylar. Sincerely, Zareen Tasneem Planner I cc: LLA -20-07 case file Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET; THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00'; THENCE S 89°53'36" W A DISTANCE OF 125.00'; THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS N 87°51'38" W A DISTANCE OF 1841.42 FEET; THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 1633 FILLMORE STREET, SUITE 406 DENVER, COLORADO 80206 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF BY------------------- WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. J \ \ \ A.D. 202__. W.32ND AVE.- 60' R.O.W. BASIS OF BEARING S 89°41'42" W 2645.71' 2 ZONING R -1C e removed lot line cannot :end beyond the property undary. Change to existing ZONING R -1C #f M ZONING R -1C 24 ZONING R -1C \ POINT OF BEGINNING NORTHEAST CORNER OF LOT 23, BLOCK 3, OLINGER GARDENS SUED. BUSCARELLO LOT LINE ADJUSTMENT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5.13ASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). POINT OF COMMENCEMENT NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. A - -S89-41'42"W T+ /' / / 0 o / n i 1�\V / w / v ib / 1 P 00 ,pA/'I ZONING R -1C R v� �-b / 7 � LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE _ PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT STREET CENTERLINE W. 33RD AVENUE W.32NDAVENUE �n PROJECT b( R Show as a direct D W. 30T arrow instead. to 71171 F m z co co CO z co o w co z w w z w WQ 0 U m Q co z z z z z z z W. 29TH AVENUE W. 28TH AVENUE VICINITY MAP SCALE: V-100' CITY CERTIFICATE: APPROVED THIS DAY OF RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE: BY THE CITY OF WHEAT )undary !tween Wheat dge and rover needs be shown. North CJ South I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE ADJUSTMENT 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. CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS ___ DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER LOT 1 0 2 3 6685 Sq. Feet 0.1535 Acreston o 2 BY: DEPUTY CLERK o ZONING R -1C ZONING R -1C o � 0 O North EXISTING LOT LINE O HEREBY REMOVED BY o THIS PLAT5471' a - S89053'36"W o ,p9 N89053 36 E 78.29 C J S88'5803"W 0 �°'�6 '`p9 34.52 '" N88'5803E LOT 2 °' z NEW LOT LINE HEREBY 2 2 5815 Sq. Feet o o 3 CREATED BY THIS PLAT 0.1335 Acres N South co ZONING R -1C ZONING R -1C rn 1 ao M 20 10 0 20 30.00'- 9----- SCALE; 1" = 20' 89'53'36" W 125.00' OS 3 OLINGER _ GARDENS LOT DATA TABLE REVISION BLOCK OLINGER GARDENS DESCRIPTION DATE S U B D LOT N0. AREA S U B D . S.F. AC. CASE HISTORY: INITIAL PREPARATION 12/16/20 . 2 1 4 LOT 6685 0.1535 LLA -20-07 1ST REVISION 5/12/21 LOT 5815 0.1335 CJ Surveying, LLC. ZONING R -1C ZONING R -1C WO#: 1407 8879 Miners Drive TOTAL 12,500 0.2870 DATE: 12/16/20 Highlands Ranch, CO 80126 DRFT: CML 303-928-0769 City of 'Wheatf dge COMMUNITY DEVELOPMENT Memorandum TO: Zareen Tasneem, Planner I FROM: Dave Brossman, Development Review Engineer DATE: June 6, 2021 SUBJECT: LLA -20-07 / Buscarello LLA Plat I have completed the second review of the submittal received on May 27, 2021 of the lot line adjustment between the two lots that currently comprise the property located at 3177 Benton Street, and I have the following comments: Lot Line Adjustment Plat: 1. All previous comments have been adequately addressed. The plat is hereby approved for Mylar® by Engineering. Buscarello LLA Review-2.approvalltr.docx OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET; THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00'; THENCE S 89°53'36" W A DISTANCE OF 125.00'; THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS N 87°51'38" W A DISTANCE OF 1841.42 FEET; THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 1633 FILLMORE STREET, SUITE 406 DENVER, COLORADO 80206 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF BY------------------- WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. J \ \ \ A.D. 202__. W.32ND AVE.- 60' R.O.W. BASIS OF BEARING S 89°41'42" W 2645.71' \ ff 24 ZONING R -1C POINT OF BEGINNING NORTHEAST CORNER OF LOT 23, BLOCK 3, OLINGER GARDENS SUED. 2 ZONING R -1C LOT NO. o 0 0 O 2 3 o ZONING R -1C � EXISTING LOT LINE HEREBY REMOVED BY THIS PLAT5471' e� ,p9 S.F. LOT 1 6685 Sq. Feet 0.1535 Acres S8953'36"W N8905336 E 78.29 O 0 0.1535 0.1335 TOTAL � °' O '`t C J a � S88'58'03"W c� r N88 58 03'E t'�9 LOT 2 3 z NEW LOT LINE HEREBY 22 South 5815 Sq. Feet ZONING R -1C CREATED BY THIS PLAT 0.1335 Acres ZONING R -1C 20 10 0 30.00'9-i 00 ZONING R -1C SCALE; 1" = 20' I rn GARDENS 06 M 4 8.00' ZONING R -1C 89'53'36" W 125.00' OS 3 OLINGER GARDENS SUBD. 4 21 ZONING R -1C ZONING R -1C BUSCARELLO LOT LINE ADJUSTMENT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5.BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). POINT OF COMMENCEMENT NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. A - -S89-41'42"W T+ /' / / 0 o / / w / v ib / 1 P o ,pA/'I ZONING R -1C R v� �-b / 7 � 2 ZONING R -1C 20 LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE _ PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT STREET CENTERLINE LOT DATA TABLE LOT NO. North o O S.F. AC. O 0 0.1535 0.1335 TOTAL 12,500 0.2870 '`t C J a � c� r 0 3 N South ZONING R -1C 20 10 0 30.00'9-i SCALE; 1" = 20' I OLINGER GARDENS SUBD. 4 ZONING R -1C 20 LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE _ PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT STREET CENTERLINE LOT DATA TABLE LOT NO. AREA LOT 1 LOT 2 S.F. AC. 6685 5815 0.1535 0.1335 TOTAL 12,500 0.2870 W. 33RD AVENUE W.32NDAVENUE n PROJECT u W. 30TH AVENUE J F m z co co CO z CO) o W w z w W co z w Q 0 U m Q co z z z z z z z W. 29TH AVENUE W. 28TH AVENUE VICINITY MAP SCALE: V-100' CITY CERTIFICATE: APPROVED THIS DAY OF RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE: BY THE CITY OF WHEAT North CJ South I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE ADJUSTMENT 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. CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS ___ DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK CASE HISTORY: LLA -20-07 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION 5/12/21 CITY OF WHEAT RIDGE ENGINEERING DIVISION APPROVED FOR: ❑ DRAINAGE O SIDEWALK ❑ CURB & GUTTER ❑ STREET ❑ MISCELLANEOUS RiPLAT COMMENT Approved for Mylar. H.rl�.a/✓%�'� 06/04/2021 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS CITY OF WHEAT RIDGE ENGINEERING DIVISION DATE 05/27/2021 RECEIVED 05/27/2021 In Submittal WO#: 1407 DATE: 12/16/20 DRFT: CML CJ Surveying, LLC. 8879 Miners Drive Highlands Ranch, CO 80126 303-928-0769 From Danny Buscarello 1633 Fillmore Street, Suite 406 Denver, CO 80206 Re: Case No. LLA -20-07/3177 Benton Lot Line Adjustment Dear Zareen Tasneem: General Comments 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the second submittal. Noted 2. The plat document formatting and spacing needs to be improved. Certain portions are cramped together while there is ample white space left in other portions. We suggest referencing our sample plat document layout when rearranging the context: Noted https://www.ci.wheatridge.co.us/DocumentCenter/View/574/Plat-Document?bidld=. 3. Subdivision design — The design has been adjusted back to the original design whereby the garage and the 80 sq ft shed are located back on the northern lot. a. During the pre -application meeting, the lot line adjustment was proposed such that the existing garage would be entirely encompassed in the northern lot, a design that staff was supportive of. Adjusted b. Staff is not supportive of the design shown on this submittal of the garage encompassed in the southern lot because it does not meet the intent of the subdivision regulations of creating a logical lot layout. Noted i. Based on the Improvement Survey Plat (ISP) submitted, there is an existing approximately 80 -square foot shed located in the rear of proposed Lot 1 that would be about 5 feet from the northern side property line and 3 feet from the proposed southern side property line. Accessory structures in the R- 1C zone district must be at least 5 feet from the side property line. Therefore, the shed does not meet the zone district development standards and would create a nonconformity, which we cannot allow. Adjusted back to northern lot. ii. In addition, should the future property owner of Lot 1 desire to construct their own garage (attached or detached) in the future, there is no effective buildable area to do so in an 18 -foot wide rear yard. Noted iii. Furthermore, the zoning code does not permit an accessory structure to be located on a lot with no primary structure: "No accessory building shall be located on a vacant lot devoid of any primary or main building" (Sec. 26-625.C. La.i.). Noted c. Please re -design the layout to have the garage back on the northern lot. Adjusted. d. Based on external communications, it seems that your main goal is to have the southern lot be marketable for a 2 car, alley loaded garage. i. If that is the case, we recommend you demolish the patio cover attached to the southern portion of the existing garage and base the lot line adjustments on appropriate setbacks from the walls of the garage. Please also consider bulk plane standards when determining the setbacks. The patio cover has been demolished. ii. This seems to yield about a 37 -foot wide rear yard on the southern lot, which should adequately fit a 2 -car garage that meets the R -1C development standards The rear yard is now approx. 38 -foot wide. Subdivision Plat 4. We do not accept subdivision names that start with a number. Consider changing the plat title to `BENTON LOT LINE ADJUSTMENT," `BUSCARELLO LOT LINE ADJUSTMENT," or something unique. Please use Jefferson County's subdivision search feature first to make sure the subdivision name is not already taken: Adjusted https://propertysearch. j effco.us/propertyrecordssearch/subdivision. 5. Owner's Certification: a. Do you expect to close on the property such that you will be the owner to sign this document? Please clarify the timing of recording this document and closing to ensure the correct owner is listed. Yes I intend to close on the property the week of June 1 b. Square footage not required to be stated, delete. See redlines. Alternatively, if you are choosing to state the square footage of the property, then update text to state "12,500 SQ.FT. (0.2870 ACRES)." Shown c. The complete metes and bounds legal description is missing. Added d. Update the subdivision name with the new name. See redlines. Adjusted e. While the property address is not required to be shown with the signature line, the address is incorrect. See redlines. Adjusted f The year in the notary block is filled in as "2020." Please leave more broadly as "20.11 See redlines. Adjusted 6. The vicinity map provided is not helpful in establishing context. It should include the street lines and labels for the streets on and adjacent to the project. Subdivision information and section tie information does not need to be shown in the vicinity map. Consider: a. Keeping the same scale, Adjusted b. Setting the extent as Yates Street to Fenton Street and W. 29th Avenue to W. 35th Avenue, with the boundary between the City of Wheat Ridge and City and County of Denver made apparent with labels, and Adjusted c. Replacing with the vicinity map -style shown on the ISP, which is a much cleaner design: Adjusted 7. City Certification: remove the signature line for the Public Works Director. See redlines. Please refer to our Subdivision website page for our updated signature blocks. Adjusted 8. Surveyor's Certification: a. The surveyor's certificate block was digitally signed and stamped on this submittal. Signature blocks should be left unsigned during review since you will eventually print the plat on Mylar and all signatories will wet stamp and sign the hard copy. Adjusted b. Update the subdivision name with the new name. See redlines. Adjusted 9. Graphic: a. Please use a heavier line weight to distinguish the proposed lot lines from existing lot lines; they are currently very similar and will be too hard to distinguish if the plat is ever reduced, scanned or photocopied. Adjusted b. The Point of Beginning and Point of Commencement are missing. Added c. The centerline and the distances from the Benton Street ROW centerline to the corners of the property boundary are missing. Added d. Staff recommends using different typography to differentiate between existing subdivision information and proposed subdivision information for all lots. For example, bold gray text for existing and bold black text for proposed or italics for existing and bold for proposed. Adjusted e. The subdivision name, block numbers, and zoning information for all adjacent properties missing. Please see redlines for zoning information. The original subdivision and block numbers for the subject property are missing. Added f Property address information not required to be shown. Please delete. Furthermore, 3153 Benton Street does not officially exist yet as an address and staff advise against using it until a formal address assignment and notification to agencies is completed. Adjusted g. Update lot lines based on new lot designs (see Comment #3). Please use "LOT LINE HEREBY CREATED" labels for new lot lines and "LOT LINE HEREBY REMOVED" labels for the removed lot lines. Adjusted h. Please identify set and found property pins. Added 10. Legend: a. Set pins not shown graphically. Adjusted b. Please remove the reference to easement lines since they are not being depicted graphically. See redlines. Adjusted c. Removed lot line symbol not shown and labelled on legend. Please add. Added 11. Update Case History to list LLA -20-07. See redlines. Added 12. Update lot data table based on new lot designs (see Comment #3). Please rename "LOT TABLE" to "LOT DATA TABLE." Adjusted For future consideration 13. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, 1/z" sides and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on full size 24"06" sheets). Noted 14. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.29 per new unit and would be due at time of building permit, if one is submitted for a new single family on the currently vacant southern lot. Noted OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET; THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00'; THENCE S 89°53'36" W A DISTANCE OF 125.00'; THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS N 87°51'38" W A DISTANCE OF 1841.42 FEET; THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 1633 FILLMORE STREET, SUITE 406 DENVER, COLORADO 80206 STATE OF COLORADO ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ____DAY OF --------- A.D. 202__. BY------------------- WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. J \ \ \ \ W.32ND AVE.- 60' R.O.W. BASIS OF BEARING S 89°41'42" W 2645.71' 2 ZONING R -1C ZONING R -1C m m ZONING R -1C 24 ZONING R -1C \ POINT OF BEGINNING NORTHEAST CORNER OF LOT 23, BLOCK 3, OLINGER GARDENS SUED. BUSCARELLO LOT LINE ADJUSTMENT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5.13ASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). POINT OF COMMENCEMENT NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. A TS89 -41'42"W - - 681.00' /' / / 0 o / r` i 1�\V / w / v ib / 1 P 00 ,pA/'I ZONING R -1C R v� �-b / i LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1 SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE SECTION LINE PORTION OF EXSTING LOT LINE HEREBY REMOVED BY THIS PLAT STREET CENTERLINE W. 33RD AVENUE W.32NDAVENUE n PROJECT u W. 30TH AVENUE Ci J F m z (n co CO z co o W co z w w z w W w w U m z z z z z z z W. 29TH AVENUE CITY CERTIFICATE: APPROVED THIS DAY OF RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE: W. 28TH AVENUE VICINITY MAP SCALE: V-100' MAYOR BY THE CITY OF WHEAT North CJ South I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE ADJUSTMENT 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. CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE: ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS ___ DAY OF -----------, 20__. JEFFERSON COUNTY CLERK AND RECORDER LOT 1 0 2 3 6685 Sq. Feet 0.1535 Acreston o 2 BY: DEPUTY CLERK o ZONING R -1C ZONING R -1C o � 0 0 North EXISTING LOT LINE O HEREBY REMOVED BY 0 THIS PLAT5471' a S89053'36"W p N89053 36 E 78.29 14 "W C J S88'58'03 0 �°'�6 '`p9 34.52 N88'58'03"E LOT 2 z NEW LOT LINE HEREBY 2 2 5815 Sq. Feet o 0 3 CREATED BY THIS PLAT 0.1335 Acres N South co ZONING R -1C ZONING R -1C rn 1 ao M 20 10 0 20 30.00'- 2 SCALE; 1" = 20' 89'53'36" W 125.00' OS 3 OLINGER _ GARDENS LOT DATA TABLE REVISION BLOCK OLINGER GARDENS DESCRIPTION DATE S U B D LOT N0. AREA S U B D . S.F. AC. CASE HISTORY: INITIAL PREPARATION 12/16/20 . 2 1 4 LOT 6685 0.1535 LLA -20-07 1ST REVISION 5/12/21 LOT 5815 0.1335 CJ Surveying, LLC. ZONING R -1C ZONING R -1C WO#: 1407 8879 Miners Drive TOTAL 12,500 0.2870 DATE: 12/16/20 Highlands Ranch, CO 80126 DRFT: CML 303-928-0769 City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29� Ave. January 11, 2021 Danny Buscarello 1633 Fillmore Street, Suite 406 Denver, CO 80206 Danny: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on property zoned Residential -One C (R -1C). I have reviewed your first submittal and have the following comments. Please also refer to the redlined copies of the draft documents, Engineering Division comments, and materials provided by the utility districts. General Comments 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the second submittal. 2. The plat document formatting and spacing needs to be improved. Certain portions are cramped together while there is ample white space left in other portions. We suggest referencing our sample plat document layout when rearranging the context: httns://www.ci.wheatridge.co.us/DocumentCenter/View/574/Plat-Document?bidld=. 3. Subdivision design a. During the pre -application meeting, the lot line adjustment was proposed such that the existing garage would be entirely encompassed in the northern lot, a design that staff was supportive of. b. Staff is not supportive of the design shown on this submittal of the garage encompassed in the southern lot because it does not meet the intent of the subdivision regulations of creating a logical lot layout. i. Based on the Improvement Survey Plat (ISP) submitted, there is an existing approximately 80 -square foot shed located in the rear of proposed Lot 1 that would be about 5 feet from the northern side property line and 3 feet from the proposed southern side property line. Accessory structures in the R- 1C zone district must be at least 5 feet from the side property line. Therefore, the shed does not meet the zone district development standards and would create a nonconformity, which we cannot allow. ii. In addition, should the future property owner of Lot 1 desire to construct their own garage (attached or detached) in the future, there is no effective buildable area to do so in an 18 -foot wide rear yard. iii. Furthermore, the zoning code does not permit an accessory structure to be located on a lot with no primary structure: "No accessory building shall be located on a vacant lot devoid of any primary or main building" (Sec. 26-625.C. La.i.). c. Please re -design the layout to have the garage back on the northern lot. www.cimheattidge.co.us d. Based on external communications, it seems that your main goal is to have the southern lot be marketable for a 2 -car, alley -loaded garage. i. If that is the case, we recommend you demolish the patio cover attached to the southern portion of the existing garage and base the lot line adjustments on appropriate setbacks from the walls of the garage. Please also consider bulk plane standards when determining the setbacks. ii. This seems to yield about a 37 -foot wide rear yard on the southern lot, which should adequately fit a 2 -car garage that meets the R -1C development standards. Subdivision Plat 4. We do not accept subdivision names that start with a number. Consider changing the plat title to "BENTON LOT LINE ADJUSTMENT," `BUSCARELLO LOT LINE ADJUSTMENT," or something unique. Please use Jefferson County's subdivision search feature first to make sure the subdivision name is not already taken: httys://provertvsearch.jeffco.us/provertvrecordssearch/subdivision. 5. Owner's Certification: a. Do you expect to close on the property such that you will be the owner to sign this document? Please clarify the timing of recording this document and closing to ensure the correct owner is listed. b. Square footage not required to be stated, delete. See redlines. Alternatively, if you are choosing to state the square footage of the property, then update text to state "12,500 SQ.FT. (0.2870 ACRES)." c. The complete metes and bounds legal description is missing. d. Update the subdivision name with the new name. See redlines. e. While the property address is not required to be shown with the signature line, the address is incorrect. See redlines. f The year in the notary block is filled in as "2020." Please leave more broadly as "20.11 See redlines. 6. The vicinity map provided is not helpful in establishing context. It should include the street lines and labels for the streets on and adjacent to the project. Subdivision information and section tie information does not need to be shown in the vicinity map. Consider: a. Keeping the same scale, b. Setting the extent as Yates Street to Fenton Street and W. 29ffi Avenue to W. 35ffi Avenue, with the boundary between the City of Wheat Ridge and City and County of Denver made apparent with labels, and c. Replacing with the vicinity map -style shown on the ISP, which is a much cleaner design: Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment 7. City Certification: remove the signature line for the Public Works Director. See redlines. Please refer to our Subdivision website page for our updated signature blocks. 8. Surveyor's Certification: a. The surveyor's certificate block was digitally signed and stamped on this submittal. Signature blocks should be left unsigned during review since you will eventually print the plat on Mylar and all signatories will wet stamp and sign the hard copy. b. Update the subdivision name with the new name. See redlines. 9. Graphic: a. Please use a heavier line weight to distinguish the proposed lot lines from existing lot lines; they are currently very similar and will be too hard to distinguish if the plat is ever reduced, scanned or photocopied. b. The Point of Beginning and Point of Commencement are missing. a The centerline and the distances from the Benton Street ROW centerline to the corners of the property boundary are missing. d. Staff recommends using different typography to differentiate between existing subdivision information and proposed subdivision information for all lots. For example, bold gray text for existing and bold black text for proposed or italics for existing and bold for proposed. e. The subdivision name, block numbers, and zoning information for all adjacent properties missing. Please see redlines for zoning information. The original subdivision and block numbers for the subject property are missing. f Property address information not required to be shown. Please delete. Furthermore, 3153 Benton Street does not officially exist yet as an address and staff advises against using it until a formal address assignment and notification to agencies is completed. g. Update lot lines based on new lot designs (see Comment #3). Please use "LOT LINE HEREBY CREATED" labels for new lot lines and "LOT LINE HEREBY REMOVED" labels for the removed lot lines. h. Please identify set and found property pins. 10. Legend: a. Set pins not shown graphically. b. Please remove the reference to easement lines since they are not being depicted graphically. See redlines. c. Removed lot line symbol not shown and labelled on legend. Please add. 11. Update Case History to list LLA -20-07. See redlines. 12. Update lot data table based on new lot designs (see Comment #3). Please rename "LOT TABLE" to "LOT DATA TABLE." For future consideration 13. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, 1/2" sides and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on full size 24"06" sheets). 14. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.29 per new unit and would be due at time of building permit, if one is submitted for a new single family on the currently vacant southern lot. Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment The application was also sent on referral to other City departments and outside agencies. Attached are the comments that were received. Wheat Ridge Engineering Division: See attached letter and redlines from Dave Brossman, dated January 11, 2021. Wheat Ridge Water District: No comments received. Wheat Ridge Sanitation District: See attached letter from Bill Willis, dated December 22, 2020. West Metro Fire District: See attached letter from Bruce Kral, dated December 29, 2020. Xcel Energy: No apparent conflict. See attached letter from Donna George, dated January 8, 2021. Comcast: No comments received. Century Link: No conflict. City and County of Denver: No comments received. This concludes the summary of comments. Please re -submit the plat as a .pdf file. The plat shall also be resubmitted as a .dwg file. For questions or clarification on any comments, feel free to directly contact me or Dave Brossman. Sincerely, Zareen Tasneem Planner I cc: LLA -20-07 case file Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment bdivision name 3 1 J3 « LOT LINE ADJUSTMENT OWNER'S CERTIFICATE: I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,588 Se+ . 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF Updateonew 4I_4 41�� BENT -9N STREET B9VISG, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO subdivision name 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. DANNY BUSCARELLO 3177 BENSON STREET Wrong address WHEAT RIDGE, COLORADO 80033 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF BY ------------------ WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P. M. � V ZONING: R-1 C 2 ZONING: R -1C 161 ZONING R -1C A.D. zea 20_ W.32ND AVE.- 60' R.O.W. BASIS OF BEARING S 89'41'42" W 2645.71' ZONING: R -1C 41 ZONING: R -1C 4' W o LOT NO. w LOT 1 LOT 2 S.F. AC. 0)6/ O P TOTAL 12,500 0/ 0 0 O 0 O 1 N 3 z o_ O W Z d Ujc) 1..1..1 o W 0 o� N o o co N Z 00 ZONING: R -1C OR M S 24 Z 1-7� QLENTGN STAIT/lAl CT ,_;I i i . LOT 1 235167 Sq. Feet 0.119 Acres ZONED R -1C N 89053'36" E ���CAITG LOT 2 227333 Sq. Feet 0.168 Acres ZONED R -1C 21 W 125. - - - - - - S89 -41'42"W 681.00' r LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO O r- LOT NO. w LOT 1 LOT 2 S.F. AC. 0)6/ O P TOTAL 12,500 0/ O 1 VJrr�^ o O z o_ O W Z d Ujc) 1..1..1 o W 0 N This vicinity map needs to be redone. See comment letter for suqqestions. LEGEND SECTION CORNER AS DESCRIBED Not shown SET #4 REBAR W/1" CAP LS 28275 grahically SET NAIL & 1" BRASS TAG IS 28275 PROPERTY LINE No easements EXISTING LOT LINE proposed. Delete. PROPOSED EASEMENT LINE ROAD CENTERLINE SECTION LINE NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. q V i ZONING: R -1C ZONING: R -1C Prke7►11►Eel 1:45i[0 North CJ South 20 10 0 LOT TABLE LOT NO. AREA LOT 1 LOT 2 S.F. AC. 5167 7333 0.1186 0.1684 TOTAL 12,500 0.2670 SCALE: 1" = 20' Removed lot line symbol not listed and labeled 20 CASE HISTORY: M6 NX 2e LLA -20-07 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION PT. NO. 16909 IN: 703194.06 - W. 32NDAVE. - N 89'4142' E 2645.71' BASIS OF BEARING PT. NO. 16901 N: 703208.15 E:123740.48 i E:126386.15 C1/4 COR S25, `1N E1/4 COR S25, T3S, R69W, 6TH P.M.0 7J N i T3S, R69W, 6TH P.M. FND 3.25' ALUM CAP i FND 3.25" ALUM CAP IN IN RANGE BOX LS 28279 RANGE BOX LS 29421 1986 Q 2001 CO I_ J U)Itoo, 0 mm M Z N W. 29TH AVE. z '" Q 3 W .� 0 • m� = lo SE 1/4 �rw SEC 25 scn z 01 Z T. 3 S., R. 69 W. U) i PT. NO. 16981 PT. NO. 16973 IN: 700556.42 IN: 700571.77 E:123755.16 E:126401.27 i S1/4 COR S25, SE COR S25, T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M. FND FND RANGE2BOXALSMCAP 14158 IN W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N - - - — - - — - _S_gV!0 _W__2W.16' _ 2006 - VICINITY MAP41 SCALE: 18= 500' NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). CITY CERTIFICATE: APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRFr�ou vvvnna Update to new subdivision name SURVEYOR'S CERTIFICATE: I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 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. gym. CURTIS M. LANDRY, PL.S. 28275 off` pD0L/�F� d 282755 as COUNTY CLERKAND RECORDER'S CERTIFICATE:`` ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK CJ Surveying, LLC. WO#: 1407 8879 Miners Drive DATE: 12/16/20 Highlands Ranch, CO 80126 DRFT: CML 303-928-0769 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org West Metro Fire Protection District December 29, 2020 Zareen Tasneem Planner I 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2852 Aasneem@ci.wheatridge.co.us Re: Case No. LLA -20-07 (3177 Benton Street) Lot Line Adjust Dear Ms. Tasneem, 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, 2018 edition, including amendments, are met in development. Fire code compliant access must be maintained for all existing and future properties. Permits are required from the fire district for the new building, 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. WMFPD reserves the right to provide additional comments/requirements if plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkralg_westmetrofire.org. Respectfully, Bruce Kral Fire Marshal "Whatever It Takes"... To Serve ./�AMAULT MARTIN/MARTIN 00000"CONSULTING CONSULTING ENGINEERS December 22, 2020 Zareen Tasneem 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 303-235-2852 Email: ztasneem@ci.wheatridge.co.us Re: Wheat Ridge Sanitation District -3177 Benton St. Martin/Martin, Inc Project No.: 17.0633 Dear Ms. Tasneem, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received December 21, 2020, concerning a proposed lot line adjustment at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. The district will require a submittal and review of Lot 22 (new lot 2) once a new house is planned for on the southern lot. Please be aware that if the existing 3 -car garage receives any water or has sanitary drains, the garage can not be connected to the existing Lot 23 (new lot 1) residence and is subject to standard District requirements and fees. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running north to south, west of the referenced property within the alley. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Xcel EnergysM PUBLIC SERVICE COMPANY January 8, 2021 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Zareen Tasneem Re: Benton Lot Line Adjustment, Case # LLA -20-07 Right of Way & Permits 1123 West 3'tl Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile 303.571.3284 donna.l.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the Benton Lot Line Adjustment plat and has no apparent conflict. The property owner/developer/contractor must complete the application process for any new natural gas or electric service, or modification to existing facilities via xcelenergV.com/InstallAndConnect. 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. Donna George Right of Way and Permits Public Service Company of Colorado dba Xcel Energy Office: 303-571-3306 — Email: donna.l.george@xcelenergy.com City of 'Wheatf dge COMMUNITY DEVELOPMENT Memorandum TO: Zareen Tasneem, Planner I FROM: Dave Brossman, Development Review Engineer DATE: January 11, 2021 SUBJECT: LLA -20-07 / Buscarello LLA Plat I have completed the first review of the submittal received on December 21, 2020 of the lot line adjustment between the two lots that currently comprise the property located at 3177 Benton Street, and I have the following comments: Lot Line Adjustment Plat: 1. The current plat title is not acceptable; rename the plat title to "BUSCARELLO LOT LINE ADJUSTMENT" or something similar. 2. The Legal Description needs to have a metes and bounds portion with section ties, as required per Sec. 26-410 of the Municipal Code of Laws. 3. Please show the Point of Commencement and True Point of Beginning on the graphic corresponding to the metes and bounds legal description. 4. The new lot line being created need to be identified on the graphic. 5. Need to show the Lot line portion (with distance) that's being removed, and also include the linetype in the Legend. 6. Please remove the PW Director signature block as he no longer signs plats. Buscarello LLA Review-l.ltr.docx Please rename the plat title to "BUSCARELLO LOT LINE ADJUSTMENT" or something similar. Z2TTC1d" A DLA T fA OWNER'S CERTIFICATE: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, SUBORDINATELY AND FURTHER DESCRIBED AS: BUSCARELLO LOT LINE ADJUSTMENT COMMENCING AT THE [NE or NW] CORNER OF SECTION 25, THENCE.... Please include a metes and bounds portion HAVE LAID OUT, DIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF with section ties for the legal as required per 8i 58 "" 'T _TRrlrT SHBBPA619H, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY Sec. 26-410 of the Municipal Code of Laws. 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. DANNY BUSCARELLO 3177 BENSON STREET WHEAT RIDGE, COLORADO 80033 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) 0 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF ......... 2021 A.D. 2020 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC Please show the Point of Commencement and True Point of Beginning on the graphic corresponding to the metes and bounds legal description. NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. W. 32 N D AVE.- (� V 0 ' R . O . W. BASIS OF BEARING S89 -41'42"W S 89'41'42" W 2645.71' 681.00' The new lot line being created need to be identified on the graphic. 2 (Need to show the Lot line portion (with distance) that's being removed, and also include the linetvne in the Leeend. 161 M 2 NEW LOT LINES HEREBY CREATED BY THIS PLAT o� o P co L N R 24 3177 BENTON ST. 4' LOT 1 1w2 3 5167 Sq. Feet 0.119 Acres ii. ZONED R -1C ZE N 89053'36" E CION OEXISTING 3153 BENTON ST. LINE HEREBYEREBY OVED BY THIS PLATL,� LOT 2 227333 Sq. Feet 0.168 Acres ZONED R -1C S 89'53'36" W 125. 21 r 0 r- LOT NO. AREA LOT 1 LOT 2 v ��h 0)6/ 0 P �1 TOTAL 12,500 0/ O O U) o o z o_ O w e Z d LUT_o 1..1..1 W 0 N NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. q V i North CJ South 20 10 0 LOT TABLE LOT NO. AREA LOT 1 LOT 2 S.F. AC. 5167 7333 0.1186 0.1684 TOTAL 12,500 0.2670 SCALE: 1' = 20' 20 LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1� SET NAIL & 1" BRASS TAG LS 28275 PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE ROAD CENTERLINE SECTION LINE _ PORTION OF EXISTING LOT LINE HEREBY REMOVED BY THIS PLAT CASE HISTORY: MS—XX-20 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION PT. NO. 16909 IN: 703194.06 - W. 32NDAVE_- N 89'4142' E 2645.71' BASIS OF BEARING PT. NO. 16901 IN: 703208.15 E:123740.48 i E:126386.15 C1 /4 COR S25, `1N E1/4 COR S25, f77 T3S, R69W, 6TH P.M. 0 i T3S, R69W, 6TH P.M. FND 3.25" ALUM CAP i FND 3.25" ALUM CAP IN IN RANGE BOX LS 28279 RANGE BOX LS 29421 1986 Q 2001 CO J U)Itoo, 0 mm M Z ' W. 29TH AVE. z '" Q 3 W .� 0 • m� =lo SE 1/4 �rw SEC 25 s z Z T. 3 S., R. 69 W. i PT. NO. 16981 PT. NO. 16973 IN: 700556.42 IN: 700571.77 E:123755.16 E:126401.27 i S1/4 COR S25, SE COR S25, T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M. FND RANGE2BOXALSMCAP 14158 IN FND W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N - - - — - - — - _S3M!DY_W__2W.16' _ 2006 - VICINITY MAP41 Iq SCALE: 1'= 500' NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT—OF—WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND—BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC —STD -007.2-1998). CITY CERTIFICATE: APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR CITY OF WHEAT RIDGE COMMUNITY DEVELOPMENT DIRECTOR ENGINEERING DIVISION DATE 12/21/2020 Please remove the PW Director �1SE6T8 B signature block as he no longer RECEIVED 12/21/2020 signs plats. 1st Submittal SURVEYOR'S CERTIFICATE: I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 3153 & 3177 BENTON STREET SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. _111m e,ORpD........ LIEF V� •�,`�S M. yso 28275 `' a CURTIS M. LANDRY, PL.S. 28275 COUNTY CLERKAND RECORDER'S CERTIFICATE:`` ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK CJ Surveying, LLC. WO#: 1407 8879 Miners Drive DATE: 12/16/20 Highlands Ranch, CO 80126 DRFT: CML 303-928-0769 ♦6 A♦ City of WheatlRidge CommuNLTy DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: December 21, 2020 Response Due: January 8, 2021 The Wheat Ridge Community Development Department has received a request for approval of a lot line adjustment at 3177 Benton Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: LLA -20-07 / 3177 Benton Lot Line Adjustment Request: The applicant is requesting a lot line adjustment between the two lots that currently make up 3177 Benton Street. Presently, the main structure (i.e. house) sits on the northern lot with a Scar garage straddling both lots in the rear yard, adjacent to the alley. The proposed lot line adjustment would result in the existing garage fully encompassed in just one lot. The total site area is 12,500 square feet (0.287 acres). The property is zoned Residential -One C (R-1 C), which allows for small lot single-family detached homes. Once the lot line adjustment is finalized, the applicant anticipates development of a new single-family residential home in the southern lot. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Zareen Tasneem Phone: 303.235.2852 Email: ztasneem@ci.wheatridge.co.us Fax: 303.235.2857 DISTRIBUTION: Wheat Ridge Water District Wheat Ridge Sanitation District West Metro Fire Protection District Xcel Energy Century Link Comcast Cable Wheat Ridge Engineering Division City and County of Denver Vicinity Map �_ •°mss LA ` 1 �e1 4.1 V G dl �� M Y AiL - , i f-II .-y1 _r - .F 1-2 � '?r-.�.'� r: st •. v:! ° t' Ste'"t s�� I J .. . _ter• r� 9-7 NOTE: Land use applications must be 6 t 41 submitted BY APPOINTMENT with a jCII)' Of planner- Incomplete applications eenot Wheat -Midge be accepted—rcm fcr submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Address, City, State, Address, City, State, Zip Contact pTildtt DUJLk2Mo Address, City, State, Zip Email Email Phonel-:20 oA6.33484 Email ckm bol(eaAax •rte Jbc 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 Bearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address):3}&u Iw/i nl() 353 I�j® ITaI l �• r Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Special Use Permit O Planned Development (ODP, SDP) O Conditional Use Permit O Planned Building Group O Site Plan O Temporary Use, Building, Sign O Concept Plan O Variance/Waiver (from Section 26-`J O Right of Way Vacation Detailed description of request: O Subdivision — specify type: O Administrative (up to 3 lots) O Minor (4 or 5 lots) O Major (6 or more lots) Other: L-oT Lime �!-t• l "W Stw4bivtslout OL4N-r I ccrtify that the it formation and exhibits herewith submitter/ are true and correc the best of my knowledge and that in filing this application, / am acting with the know a and consent of those its listed above, without whose consent the requester/ action cannot laitf Illy be accon lis ed. Apph an other t I t1'nes nuns! submit potter -of -attorney from the owner which approved of this ac i I 17 I Notarized Signature of Applicant State of C County of } ss Tltp,tpregoiggAstrument (L sl rocessine AnDlicationl was acknowledged by me thisi Sk c�ay of � � 20 d by To be filled out by staff: Date received 12-23-2020 Comp Plan Design. Related Case No. Assessor's Parcel No. 39-254-03-002 Size (acres or sq0) 13.300 sq ft x.v ian2oro My commission expires Fee S Receipt No. Pre -App Mtg. Date 10-22-2020 Current Zoning R-1 C Proposed Zoning DANIELA VASQUEZ NOTARY PUBLIC - STATE OF COLORADO / /' RY ID 20184044588 alk{ =N EXPIRES NOV 16, 2022 Case No. EEA -20-07 Quarter Section Map SE25 Case Manager Tasneem Current Use Singe Family Home Proposed Use Process No Adjust Results Wed Dec 09 17:01:00 2020 Coordinate File: Closure Results Starting Point 212: N 703625.176 E 127629.975 Z 0.000 Ending Point 216: N 703625.176 E 127629.975 Z 0.000 Azimuth Of Error: 90°00'00" North Error : 0.00000 East Error : 0.00000 Vertical Error : -0.00000 Hz Dist Error : 0.00000 Sl Dist Error : 0.00000 Traverse Lines : 4 SideShots :0 Store Points : 1 Horiz Dist Traversed: 450.000 Slope Dist Traversed: 450.000 Closure Precision: 1 in 9999999 Starting Point 212: N 703625.176 E 127629.975 Z 0.000 Point Horizontal Vertical Slope Northing Fasting Elev No. Angle Angle Dist Description 213 N90.00OOE 0.0000 125.000 703625.176 127754.975 0.000 else 214 S0.0700E 0.0000 100.000 703525.176 127755.178 0.000 else 215 S90.00OOW 0.0000 125.000 703525.176 127630.179 0.000 else 216 N0.0700W 0.0000 100.000 703625.176 127629.975 0.000 else Sideshots Process No Adjust Results Wed Dec 09 16:59:22 2020 Coordinate File: Closure Results Starting Point 80: N 703371.013 E 127749.848 Z 0.000 Ending Point 86: N 703371.013 E 127749.848 Z 0.000 Azimuth Of Error: 214°29'04" North Error :-0.00001 East Error :-0.00000 Vertical Error : -0.00000 Hz Dist Error :0.00001 Sl Dist Error :0.00001 Traverse Lines : 6 SideShots :0 Store Points : 1 Horiz Dist Traversed: 350.169 Slope Dist Traversed: 350.169 Closure Precision: 1 in 39922977.1 Starting Point 80: N 703371.013 E 127749.848 Z 0.000 Point Horizontal Vertical Slope Northing Fasting Elev No. Angle Angle Dist Description 81 S0.1943E 0.0000 50.000 703321.013 127750.135 0.000 close 82 S89.5336W 0.0000 90.475 703320.845 127659.660 0.000 close 83 N1.0157W 0.0000 31.838 703352.677 127659.086 0.000 close 84 S88.5803W 0.0000 34.137 703352.062 127624.955 0.000 close 85 NO. 1943W 0.0000 18.718 703370.780 127624.848 0.000 close 86 N89.5336E 0.0000 125.001 703371.013 127749.848 0.000 close Sideshots Process No Adjust Results Wed Dec 09 16:57:15 2020 Coordinate File: Closure Results Starting Point 90: N 703271.014 E 127750.422 Z 0.000 Ending Point 96: N 703271.014 E 127750.422 Z 0.000 Azimuth Of Error: 34°29'04" North Error : 0.00001 East Error : 0.00000 Vertical Error : -0.00000 Hz Dist Error :0.00001 Sl Dist Error :0.00001 Traverse Lines : 6 SideShots :0 Store Points : 1 Horiz Dist Traversed: 412.734 Slope Dist Traversed: 412.734 Closure Precision: 1 in 47055975.7 Starting Point 90: N 703271.014 E 127750.422 Z 0.000 Point Horizontal Vertical Slope Northing Fasting Elev No. Angle Angle Dist Description 91 S89.5336W 0.0000 125.001 703270.781 127625.421 0.000 close 92 N0.1943W 0.0000 81.283 703352.062 127624.955 0.000 close 93 N88.5803E 0.0000 34.137 703352.677 127659.086 0.000 close 94 S1.0157E 0.0000 31.838 703320.845 127659.660 0.000 close 95 N89.5336E 0.0000 90.475 703321.013 127750.135 0.000 close 96 S0.1943E 0.0000 50.000 703271.014 127750.422 0.000 close Sideshots Rev 6/2020 City of WhcatP,jdgc COMMUNITY DEVELOPMENT Submittal Checklist: Subdivision Project Name: NU Ulye F7CN IUN v2r-- �v Project Location: 2L_1 J 5.3 "f�^t �I P Jj- r {Cij 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 landa application form _2. Application fee 'jo & rfduvr0C7? ✓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 "A _7. Commitment for title insurance—required for all major and minor subdivisions and right- of-way dedications Written request and description of the proposal _9. Geodetic Surveying Requirements for Final Plats checklist—completed & signed by surveyor NA - _10. Closure sheet for the exterior boundary and for all individual lots—boundary must close within a limit of 1:50,000 _11. Subdivision plat Two (2) full size paper copies (24" x 36") (confirm with case manager if required) NA - One (1) reduced size paper copy (11" x 17") (confirm with case manager ifrequiredk44_ _ AutoCAD .dwg file format—confirm acceptable version with city staff NA - _12. Civil documents, if required 14- _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 tM- 1! 14. Electronic (Adobe .pdo files of all submittal documents—these may be provided via email, Dropbox/Drive links, CD, or USB flash drive Form and content of Subdivision Plat: Project information 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..." _2. Complete metes and bounds legal description compliant with Geodetic Surveying Requirements: _a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83 HARN) State Plane coordinate system) _b. Includes section ties to Section corners, Quarter Section corners, or to City of Wheat Ridge Permanent High Accuracy Control (PHAC) points _3. Basis of bearing statement — 4. Small scale vicinity map - with north arrow and scale 5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project Community Development Department • (303) 235-2846 • www.ci.wheatridge.co.us _6. Certification blocks – including for surveyor, owner, City, and County (see cover items handout) 7. Standard easement notes (see cover items handout) 8. Ownership/unified control statement, if applicable 9. Dedicatory statement, if applicable _10. Data table with total area of site and area of individual lots (in square feet and acres) _11. Case history box and date of preparation Graphical information 12. Graphical representation of the property boundary corresponds with the legal description _13. Point of Beginning and Point of Commencement are shown _14. Monument information – including City -based monument identification number and coordinates on Current City Datum _15. Existing and proposed lot lines, with appropriate information: a. Include distances and bearings on Current City Datum _b. Round all distances to the nearest 0.01 -foot and all angular measurements to the nearest second _b. Provide the arc length, chord length, chord bearing, central angle, and radius for all curves _d. Show lot lines as "Hereby [created/removed] by this plat" _16. Existing and proposed street right-of-way, with appropriate information: _a. Include all adjacent ROW widths and distances from ROW centerline to corners of subject property boundary _b. Show right-of-way dedications as "Hereby dedicated by this plat" _17. Existing and proposed easements a. Show location, purpose, and dimensions of all easements _b. Distances and bearings shall be consistent with the Current City Datum _18. Location and dimensions of public dedication/reservation, if any _19. Subdivision name, lot and block numbers, and zoning for adjacent properties – all adjoining parcels not previously platted are shown as "UNPLATTED" — 20. Legend, north arrow, and scale – scale not to exceed 1 "= 100' 21. Section ties to a minimum of two (2) property corners are included 22. NOS/NGS Statement of Accuracy included 23. All Set & Found property pins are identified 24. All encroachments or gaps have been clearly identified including any necessary note(s) _25. All lineal units are shown as being in U.S. SURVEY FEET _26. A description of the Current City Datum is included (refer to Geodetic Surveying Requirements) _27. Location of the 100 -year floodplain (if applicable) _28. The sheet margins are 2" on the left, 1" on top, and 1/2" 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 (Adobe .pdf file is required): _1. Traffic study _2. Trip Generation Study _3. Drainage Letter & Plan — 4. Drainage, Grading, and Erosion Control Plan _5. Final Drainage Report & Plan — 6. Conceptual utility plans – required to gauge the appropriateness of proposed easements _7. Street sections – required to gauge the appropriate widths of ROW dedications and access easements 8. Soils Report 9. Engineering plans which detail construction of all public improvements 10. Development Covenant Agreement 11. Phase I Environmental Assessment 12. Complete set of construction drawings 13. Improvement Survey Plat 14. Improvement Location Certificate _15. Site Plan _16. HOA Covenants – required for subdivisions where HOA is required by City, to be submitted prior to building permit _17. Subdivision Improvement Agreement – template to be provided by staff, exhibits to be provided by applicant As applicant for this project, I hereby ensure)*pt all of the above requirements have been included with this submittal. 1 fully understand that if any n of the items listed on this checklist has been excluded, the documents will NOT be dis buted fo i review. In addition, 1 understand that in the event any revisions need to/� made a r e se n (2"") full review, 1 will be subject to the applicable resubmittal fee. "Ohl. , I , F Name (ple*e print) Date: 12 Phone: 0-(0,7 Lots 22 and 23, Block 3, OLINGER GARDENS, Except the rear B feet of said lots. according to Plat Book 3, page 30, with aU Its appurtenances and warrarrt(s) the title to the same• subject to general taxes for the year 1974 and subsequent years, and except zoning regulations, reservations, restrictions and easements of record, if any, Signed thls 11th a y, of April 19 74 ';: -SPATE OF COLORADO S Q Recorded at o'clock—M., Reeoption No 634077 _1LVa 11th day of April -' 19'74by "-- Keith M. Sadler w.y s�mmksWn.exPirrs �,,,. t3 .197% �t 73`<lAlemnaer®G�do:IL 3+ • KEITH H. SAUCER YYur rvYx SLATE OF COI 1 tai whose address is 1098 Garrison Street 1Z- Sr =i'— v tv -_ w ,�iY1 ia++ Canty of Jefferson Colorado for rhe and State of t:, eons[dera0on of U ca n. I C3 11 a corporation. "ty = _- z THIRTY NINE THOUSAND AND 10/100ths - - - - - - DoUms, w In bond paid, hereby sell(s) and convey(s) to ZE � Ri[HARo...4._SADfR.and..J.DAHNA..M._.GAGEB.--'---.--.--•.------ Ii .. whose address is 11 3177 Benton Street County of Jefferson and State of (: Colorado -in joint tenancy', the following mal property situate in the County of Jefferson nod State of Colorado• ta-wiC j Lots 22 and 23, Block 3, OLINGER GARDENS, Except the rear B feet of said lots. according to Plat Book 3, page 30, with aU Its appurtenances and warrarrt(s) the title to the same• subject to general taxes for the year 1974 and subsequent years, and except zoning regulations, reservations, restrictions and easements of record, if any, Signed thls 11th a y, of April 19 74 a.ur neu, am Wer 1YCin 1YLY,m Y{i.104,.L MM MiIWm MYMb Celaaaae 1PIN CNICa0:1 CaCOYI •Y atl Y„q Y M YYN. Wa, W ,l,u YM W MYIw an71`111.11INSVaAMCa AMt ';: -SPATE OF COLORADO " county or Jefferson ' i'1He'fortxpjng''hutrumont was edmowledged before me this 11th day of April -' 19'74by "-- Keith M. Sadler w.y s�mmksWn.exPirrs �,,,. t3 .197% fjnm.lily l nna and dlftdal seal - YYur rvYx SLATE OF COI . as Canty -f=_1 The foregoing instrument was adurowledged before me this day of 19 by as President . and as Secretary of a corporation. My commiaion expires .19 Witness my hand and of tial seal. a.ur neu, am Wer 1YCin 1YLY,m Y{i.104,.L MM MiIWm MYMb Celaaaae 1PIN CNICa0:1 CaCOYI •Y atl Y„q Y M YYN. Wa, W ,l,u YM W MYIw an71`111.11INSVaAMCa AMt 12/10/2020 To the Community Development Department at the City of Wheat Ridge. We authorize Daniel R. Buscarello to represent us as our agent in the subdivision of the two lots at 3153 and 3177 Benton Street, Wheat Ridge, CO 80214. Regards, 2d�C) Richard D. Gager Date Joanna M. Gager Date The City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80088 303-234-5900 Receipt CDB024076 Receipt Code: CDB024076 Operator Code: TODEAN Receipt Date: 12/23/202012:29 PM Receipt Total: $300.00 Received From: ZONING APPLICATION FEES Distributions Source Source Account Payment Description escription FMSD Distribution Code Payment ZONING APPLICATION FEES $300.00 LAND USE APP FEE Money Description . Amount Fee Total VISAI 05671 AUTH CODE: 86192803 1 $300.00 1 $0.00 1 $300.00 1 I .1V, City of ��Wh6atWdfye BLIC WORKS TITLE OF PLAT: Notice to Surveyor: Geodetic Surveying Requirements for Final Plats Initial each item as completed. This form shall accompany the Final Plat submittal. CML 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 NAD83/92 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 CML coordinates: PHAC 1: Northing: 1701258.75, Easting: 3118217.58, 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. CML 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). CML 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 corners shall be in modified State Plane values consistent with the Current City Datum; a minimum of two (2) property boundary corners 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 corners. b. Quarter -section corners. CML 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 CML 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). CML b. 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. CML 8. Two digital files 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 (1) file in Adobe PDF format. CML 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. CML 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 Feet. One Meter equals 39.37 divided by 12 U.S. Survey Feet according to the National Institute of Standards and CML 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 BARN State Plane Colorado Central FITS 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). I hereby acknowledge all the above requirements have been addressed in a full and complete manner. CURTIS LANDRY Surveyor Name (Please Print) Surveyor Signature CJ SURVEYING, LLC 11/26/20 Firm Date 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.wheatridee.co.us Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rev 11/12 Land Use Application December 14, 2020 RE: 3153 and 3177 Benton Street, Wheatridge, CO 80214 To Whom It May Concern, I am under contract to purchase this property with a closing date of February 1, 2021. According to research done with Fidelity National Title Company and correspondence with Stephanie Stevens from the City of Wheatridge, there is no evidence of a property merger covenant which would have combined lots 22 and 23 in to one lot. Therefore, the property as it currently exists is 2 separate lots. My intention is to take possession as 2 separate lots with 2 separate legal descriptions and separate addresses. Ending up with 2 separate addresses is important as I will be doing a 1031 exchange on one of the properties. However, the complication is that the current owners, Richard and Joanna Gager, built a large 3 car garage over the property line of the 2 lots. Stephanie Stevens indicated in an email on July 17th that the best way to resolve t his situation is by a "lot line adjustment/administrative subdivision plat" that would revise the property lines to accommodate the garage. This would make the rear portion of lot 22 slightly smaller, yet still within conforming zone codes. Please see attached Improvement Survey Plat. Thank you for your consideration. Best regards, Danny Buscarello 3153 & 3177 BENTON STREET LOT LINE ADJUSTMENT OWNER'S CERTIFICATE: , DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF 3153 & 3177 BENTON STREET SUBDIVISION, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED 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. DANNY BUSCARELLO 3177 BENSON STREET WHEAT RIDGE, COLORADO 80033 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC A.D. 2020 LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, TH P.M. W. 32 N D AVE.- (� V 0 ' R . O . W. BASIS OF BEARING S89041'42"W S 89'41'42" W 2645.71' 681.00' \ \ \ \ 0.1186 0.1684 \ \ 12,500 \ \ \ \ p o w / 1 � 24 0) 64�/ \! O • / > / O d N \ 89'53'36" E 125.00' / iV - r- �+ 06 1 3177 BENTON ST. O 88'58'03" E 34.14' LOT 1 a Cfl 2 w 2 3 5167 Sq. Feet C3 0.119 Acres i° •• ZONED R-1CLfi r V O pr) O_ N 0 z O 3o N 89053'36" E 90.48' w Z g 3153 BENTON ST. LU Z N LOT 2 o m 3 °° 2 2 7333 Sq. Feet 0.168 Acres N ZONED R -1C S 89'53'36" W 125. 4 1 21 NORTHEAST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. q V / / North CJ South 20 10 0 LOT TABLE LOT NO. AREA LOT 1 LOT 2 S.F. AC. 5167 7333 0.1186 0.1684 TOTAL 12,500 0.2670 SCALE: 1" = 20' 20 LEGEND SECTION CORNER AS DESCRIBED SET #4 REBAR W/1" CAP LS 28275 1� SET NAIL & 1" BRASS TAG LS 28275 — PROPERTY LINE EXISTING LOT LINE ---- PROPOSED EASEMENT LINE ROAD CENTERLINE - — SECTION LINE CASE HISTORY: MS -XX -20 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 12/16/20 1ST REVISION PT. NO. 16909 IN: 703194.06 W. 32ND AVE. N 89'41'42' E 2645.71' FE BASIS OF BEARING PT. NO. 16901 IN: 703208.15 I E123740.48 E:126386.15 : C1/4 COR S25, `1N E1/4 COR S25, T3S, R69W, 6TH P.M.0 7J i T3S, R69W, 6TH P.M. FND 3.25' ALUM CAP 1 FND 3.25" ALUM CAP IN IN RANGE BOX LS 28279 RANGE BOX LS 29421 1986 Q 2001 CO J MIto 0 �m M Z ' W. 29TH AVE. z '" Q �3 w o = . m� lo SE 1/4 I.; SE SEC 25 cn s z Z T. 3 S., R. 69 W. I m i PT. NO. 16981 PT. NO. 16973 IN: 700556.42 IN: 700571.77 E:123755.16 E:126401.27 i S1/4 COR S25, SE COR S25, T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M. FND FND RANGE2BOXALSMCAP 14158 IN W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N - - - — - - — - _S3M!DY_W__2W.16' _ 2006 - VICINITY MAP41 Iq SCALE: 1'= 500' NOTES: 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS R -1C. 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). CITY CERTIFICATE: APPROVED THIS DAY OF ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS SURVEYOR'S CERTIFICATE: BY THE CITY OF WHEAT RIDGE. I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 3153 & 3177 BENTON STREET SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. CURTIS M. LANDRY, PL.S. 28275 off` pD0 L/cF� d 282755 as two COUNTY CLERKAND RECORDER'S CERTIFICATE:`` ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF ------------ 20__. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK CJ Surveying, LLC. WO#: 1407 8879 Miners Drive DATE: 12/16/20 Highlands Ranch, CO 80126 DRFT: CML 303-928-0769 NORTHWEST CORNER OF THE SOUTHEAST QUARTER SECTION 25, T3S, R69W, 6TH P.M. W.32ND AVE.- 60' R.O.W. NORTHEAST CORNER Of THE SOUTHEAST QUAR- SECTION 25, T3S, R691 6TH P.M. A�S89°41'42"W � 681.00' FND #5 REBAR FND #4 REBAR �/,, FND #5 REBAR LS 37929 U) 40 20 North CJ South 0 SCALE; 1" = 40' m W.30TH AVE.- 50' R.O.W. FND IMPROVEMENT SURVEY PLAT LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ADDRESS: 3153 & 3177 NORTH BENTON STREET, WHEAT RIDGE, COLORADO 80214 W. 33RD AVENUE W. 32ND AVENUE n PROJECT u W. 30TH AVENUE J F z z zC0 c p C0 O O ~ C0 z w z w ¢ z W w W LU o U m Q CD z z Z z z z z W. 29TH AVENUE W. 28TH AVENUE F VICINITY MAP LEGEND O FOUND PROPERTY CORNER AS DESCRIBED SET #4 REBAR W/1" RED PLASTIC CAP LS 28275 SECTION CORNER + FOUND CHISELED X FIRE HYDRANT ,LAI 20 10 North CJ South IN SCALE: 1" = 20' PROPERTY DESCRIPTION: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS. LOT 1 - 3177 BENTON ST. A PORTION OF LOT 23, BLOCK 3, OLINGER GARDENS SUBDIVISION FILING NO.1, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 25, WHENCE THE CENTER QUARTER CORNER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89°41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 25 A DISTANCE OF 681.00'; 681.00'; THENCE S 00'19'43" E ALONG THE EAST LINE OF BLOCK 3, OLINGER GARDENS SUBDIVISION A DISTANCE OF 79.00' TO THE POINT OF BEGINNING; 79.00'; THENCE S 00'19'43" E A DISTANCE OF 50.00'; THENCE S 89°53'36" W A DISTANCE OF 90.48'; THENCE N 01°01'57" W A DISTANCE OF 31.84'; THENCE S 88°58'03" W A DISTANCE OF 34.14'; THENCE N 00°19'43" W A DISTANCE OF 18.72' THENCE N 89'53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING. CONTAINING 5,167 SQUARE FEET, 0.119 ACRES, MORE OR LESS. LOT 2 - 3153 BENTON ST. A PORTION OF LOT 22 AND 23, BLOCK 3, OLINGER GARDENS SUBDIVISION FILING NO.1, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 25, WHENCE THE CENTER QUARTER CORNER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE S 89'41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 25 A DISTANCE OF 681.00'; THENCE S 00°19'43" E ALONG THE EAST LINE OF BLOCK 3, OLINGER GARDENS SUBDIVISION A DISTANCE OF 79.00'; THENCE S 00°19'43" E A DISTANCE OF 50.00' THE POINT OF BEGINNING; THENCE S 00'19'43" E A DISTANCE OF 50.00'; THENCE S 89'53'36" W A DISTANCE OF 125.00'; THENCE N 00'19'43" W A DISTANCE OF 81.81'; THENCE N 88°58'03" E A DISTANCE OF 34.14'; THENCE S 01°01'57" E A DISTANCE OF 31.84'; THENCE N 89°53'36" E A DISTANCE OF 90.48' TO THE POINT OF BEGINNING. CONTAINING 7,333 SQUARE FEET, 0.168 ACRES, MORE OR LESS. NOTES' 1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS OF RECORD. 20 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS. 5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89°41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN. 6. NOTICE: ACCORDING TO COLORADO STATE 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. 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S. 8. THE ZONING OF THIS PROPERTY IS C-1 9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS: A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 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 HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION; 5471.62 FEET. 10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998). SURVEYOR'S CERTIFICATION: I, CURTIS M. LANDRY, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY TO DANNY BUSCARELLO THAT A FIELD SURVEY OF THE ABOVE DESCRIBED PARCEL, AND AS SHOWN ON THIS PLAT, WAS MADE BY ME ON 12/16/20, AND THAT THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID PARCEL AND THE SURVEY THEREOF. oRNDO Lice, `g M. (4 0 28275 `? a CURTIS M. LANDRY, PLS 28275 ' C FOR AND ON BEHALF OF CJ SURVEYING, L.L.0 J ,,,: S�H4 L L00 FILING CERTIFICATION: DEPOSITED THIS DAY OF AT IN BOOK _ OF THE COUNTY SURVEYOR'S LAND SURVEY / RIGHT-OF-WAY SURVEYS AT PAGE --------- RECEPTION NUMBER ______________________ WO#: 1407 DATE: 12/16/20 DRFT: CML __. M CJ Surveying, LLC. 8879 Miners Drive Highlands Ranch, CO 80126 303-928-0769