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HomeMy WebLinkAboutATLAS ROOFING PUD - FINAL - 32-96A - CORRESPONDENCE - REVISIONS (5)MONUMENT RECORD RDPM ONE WOMJ NXT ONLY ON MS FORM REPROOtIt. rM OF TM FORM 6 AUn*VtV" All Rams to be filled in by the Land Surveyor wing perrnkumt black lettering and lines which can be reproduced. (Except)* N 1. TYPE OF MONUMENT © SeoUon Comer ❑ Bench Mark (Check one) ❑ Quarter Comer ❑ Other 2. DESCRIPTION OF MONUMENT FOUND. #6 REBAR 3. DESCRIPTION OF MONUMENT ESTABLISHED IiY YOU TO PERPETUATE THE LOCATION OF THIS POINT. THREE-INCH ALUMINUM MONUMENT LS #20123 RA. BRADSHAV MONUMENT SET IN CONCRETE. 4. SKETCH SHOWING RELATr a LOCATION OF MONUMENT ACCESSORIES AND REFERENCE POINTS STATING WEATHER FOUND OR SET. SHOT SUPPORTING AND/OR CONTRADICTORY EVIDENCE WHERE APPLICABLE. LARDER COUNTY T7N R69V 3' ALUMINUM MONUMENT NO SCALE 9 10 L.S. #20123 R.A. BRADSHAV 16 15 MONUMENT BOX SET IN SECTION CORNER CONCRETE. PK NAIL SET IN SE CDR. PK NAIL SET IN SW CDR. OF CONCRETE BASE o OF CONCRETE BASE FOR FOR SIGNAL SIGNAL AND BOX 65.07 63.83 PR-H1L711_i999U It MULBERRY ST , CO� RBb•OFREQ. 55,46 CY- 62.96 J LS CAP #13278 ` n PK NAIL NU CDR. OF NAILED IN ASPHALT 2 CONCRETE BASE FOR SIGNAL lL Q 13-R Date of Field Work Q-?n_ 19fi9 5. CERTIFICATION This is to certify that I was in responsible charge of the surveying work described in tbie record and that to the best of my knowledge the f9yrmn on pre anted a in is true and correct. _�tca�✓ Q JCC Signature �/ ��j Firm Name _f_Y_OV FORT C()T.T.rNS Data _�_- ! Phone _221�i5 • (Do not fill in) Accepted for Filling State Board of Registration for Professional Engineers anti Land Surveyors: 137 Date / MAY -4 9 194A RECEIVED AT OFFICE OF THE COUNTY CLERK: (.� COUNTY By Date f'lAi1 �I f3 f991 Record to be filed by Index Reference Number, numerically, than alphabetically, under appro- priate Township, Range, and Meridian 8. LOCAT-0T' DIAGRAM 1' - I UP 3 Location of Monument \\\1t11 t I I I I I 111141� /\\\coo��p0 RF�� ��t,F flEp d 0 20123 N � �0 16064.601 LAND Surveyor's Seal 7. SEC. 15 T 7 R 69 , 8th P.M. COUNTY LARRM INDEX REF. NO. 1,9-R D�pari+went o Rs / enol lROIiJIQ0i1i IJD oP /f�ag/t LLD SE9JT RT BMtD sm !ti terms swuma wits A.r Arw{ None ti "W"& aces 8. SEC. T R , 8th P.Y. COUNTY TARDQ$ , INDEX REF. NO. Revised 1990 COLORADO LAND SURVEY MONUMENT RECORD REPORT ONE MONUMENT ONLY ON THIS FORM REPRODUCTION OF THIS FORM IS AUTHORIZED All items to be filled in by the Land Surveyor using perminent block lettering and lines which con be reproduced. (Except)o TYPE OF MONUMENT (Check one) 10. Section Corner X❑ Quarter Corner Bench Mark Other 2. DESCRIPTION OF MONUMENT FOUND AND MONUMENT MARKINGS. A PK NAIL ON SECTION LINE 6.25 FEET NORTH OF A CONCRETE PATCH WITH A RANGE BOX SLEEVE IN PLACE WHERE THE 04 REBAR WHICH I FILED ON INCORRECTLY IN 1987 WAS LOCATED. A SUBSEQUENT SURVEY VERIFIED THAT THE PK NAIL WAS AT THE ORIGINAL LOCATION OF THE CORNER. 3. DESCRIPTION OF MONUMENT AND MONUMENT MARKINGS ESTABLISHED BY YOU TO PERPETUATE THE LOCATION OF THIS POINT.I SET A 3-1/4' ALUMINUM MONUMENT ON A 2'X12' ALUMINUM PIPE FLUSH WITH THE ROAD AND STAMPED, 1/4 COR..15/16-T7N-R69W, CITY OF FORT COLLINS, LS 17497, DATED 1993. A MONUMENT BOX COULD NOT BE SET DUE TO THE LOCATION OF AN ELECTRIC DUCT BANK BENEATH THE PAVEMENT AT THIS CORNER. 4. Date SKETCH SHOWING RELATIVE LOCATION OF MONUMENT ACCESSORIES AND REFERENCE POINTS SPATING WEATHER FOUND OR SET. SHOW SUPPORTING AND/OR CONTRADICTORY EVIDENCE WHERE APPLICABLE. CHISLED 'X' ON N-E CORNER OF CONCRETE BASE FOR SIGNAL POLE 46.63' CONCRETE PATCH WITH RANGE BOX SLEEVE, PREVIOUS LOCATION OF M4 REBAR HILTI NAIL PLACED ON _ N-E CORNER OF CONCRETE BASE FOR SIGNAL POLE F 95.12' HILTI NAIL PLACED ON S-W CORNER CIF CONCRETE 6.25' BASE FOR SIGNAL POLE ❑ �— 30.18' 90.25' W. ELIZABETII ST Q'(A x HILTI NAIL PLACED ON H N-W CORNER OF CONCRETE U. BASE FOR SIGNAL POLE Dale of Field Work OCT 14,1991 N NTS CERTIFICATION This is to certify that I was in responsible charge of the surveying work described in Lhis record and that. to the best of my knowledge Lhe information presented herein is true and correct. l ��� n - - Signature �II0I(S ' / ,�^ l `AA Firm Name: CITY OF FORT COLLINS j 1 _ / _ 'QG)� Firm Address: P•O.R. 580• FORT COLLINS, CO 80521 t; CP 1 1 Phone; _ 303 221-Gf05 X7335 • (Do not fill In) Accepted for Filling State Board of Reglst.raLion for Professional Engineers" d Land Surveyors: By / Data F E E 1 4 1994 RECEIVED AT OFFICE OF THE COUNTY CLERK; COUNTY Date f Record to be filed by Index Reference Number, numerically, then alphabetically, under appro- priate Township. Range, and Meridian. Deppm artent o nn// ReggulafoAgencies PROI'ESSIONAL EX INEPKS AND PROPES3fONAL LAND SURVEYORS BOARD 6. LOCATION DIAGRAM C = 1 Mile #EC 1A N 15 �- -+ Location of Monument 41 I^* : 1749 \�N•tf lvo URVe \���iil�CF CO�Oe.•�`. Surveyor's Seal 7. SEC. 15 T 7N R 69W 8th P.M. COUNTY lAR1MER INDEX REF. NO. 13-P B. SEC. — .T R alh. P.M. COUNTY ARIA Eli , INDEX REF. N0. 1560 B"adu.ay. Svi1• 1970. Dmva Colorado 80202 (309)894-7788 June 3, 1997 Michael Ludwig, Project Planner Current Planning City of Fort Collins P.O. Box 580 Fort Collins, CO 80522-0580 Re: Atlas Roofing P. U.D. Project No. 10-868-000 Dear Mike: We have reviewed the City's comments and changes concerning the Atlas Roofing P.U.D. and have made changes as follows: 3. We have referenced the NE & E 1/4 Corners of Section 6 and have included a copy of the current monument records. 7. We have revised our plans as requested per the Engineering Department's redlines. A cover sheet is being submitted which includes the necessary general notes. 8. We have revised our plans as requested per Water & Wastewater's comments. The proposed 3/4" water service with a new tap has been changed to eliminate the tap and second meter pit. This line will now tee off of the existing water service. The existing manhole that was noted to be vacated is not a sanitary sewer manhole. It is an abandoned manhole/vault that was related to the previous gasoline operations of the site. 10. We have addressed the Stormwater Utility's comments in the attached letter to Glen Schlueter. The standard erosion control notes have been added to the cover sheet and revisions to the plans have been made as requested. We hope that these revisions will finalize our submittal. If there are any questions about this submittal and the changes made, please don't hesitate to call. Sincerely, TST, INC. CONSULTING ENGINEERS Eric M.Fuhrman EMF/lr cc: Ed Schnieder TST, INC.IS A h.A111 W11 8uildin_, D ours. fcrcwe V Pulp I��illiu.. C(� 805'S Sun" IUD Consultim, Fiwinerrs 0-01 I npl.. ....d. t u ani l' .NI'll, Denver 311'v 59L `11114 1303-92-0;- h, ("-0) '26-1120 f 1'a, f30I''1'- 14N�1