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Home My WebLink AboutLot Certifications - 09/16/2015Utilities CI}" electric stormwater. wastewater. water Of Fort 700WoOn PO Box 580 Collins Fort Collins., CO 80522 970.221.6700 970.221.6619619 fax . 970.224.6003 TDD utilities(a)fCgoy,cOm . logov,com/utilifies CERTIFICATION OF LOT GRADING Pursuant to City Code 26 6-544 and City Land Use Code 4 3.2.2 (e Date: September 16, 2015 Awl Permit Application No. BP1501250 CO fltaoStC 'A-1 S Address: 2426 Copper Crest lane Lot: 7 Block: 12 Subdivision: Kechter Crossing Planned Land Division (,(Print) Steven M. Stricklino , a Colorado registered professional engineer, verify that the above referenced property in the City of Fort Collins, Colorado, has been inspected by me or an appropriately qualified professional under my direct supervision, and verify that construction of all stormwater facilities and grading is complete, and that the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date): Auaust 19, 2015 , accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one): ❑ The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. xThe elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a manner consistent with the approved drainage plan. SEE NOTE. bk By: 31237' O�sS/ONAt �G � (signature, PE stamp) For and On Behalf of CIVAS Engineering, LLC 10056 Brisbane Lane, Littleton, CO 80130 (address of signing party) NOTE: A COMPLETE certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy for the lot/site, Including but not limited to drawings of the lot/site showing the approved design and as -built surveyed elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot corners), written Information/explanation of discrepancies, and other Information necessary to confirm the above certification to: Fort Collins Utilities 700 Wood Street Fort Collins, CO 80521 (970)221-6700 Rev. V27/12 At least Two Weeks Prior To Requesting A Certification Of Occupancy For The Property civas engineering civil engine nng solutions September 16, 2015 FORT COLLINS UTILITIES 700 Wood Street Fort Collins, Colorado 80521 Re: Lot 7, Block 12, Kechter Crossing Planned Land Division Certification of Lot Grading The lot grading for Lot 7, Block 12, Kechter Crossing Planned Land Division is in general conformance with the City approved Final Grading Plan for Kechter Crossing Planned Land Division. An earth drainage swale is indicated in Common Area A, Kechter Crossing Planned Land Division, as shown on the Final Grading Plan — 30 Scale (sheet 21 of 55), in order to convey runoff from the rear yards of Lots 5, 6, 7 and 8, Block 12, Kechter Crossing Planned Land Division and the side yard and portions of the rear yard of Lot 1, Block 12, Kechter Crossing Planned Land Division and Lots 1 and 8, Block 11, Kechter Crossing Planned Land Division to a public storm sewer system in Crossview Drive. At the time the Grading Certification for Lot 7, Block 12, was prepared, it appears that the earth drainage swale on the north side of Lots 7 and 8, Block 12 (the south side of Lot 1, Block 11) was not constructed properly and drainage is not being adequately conveyed to the west to the earthen drainage swale that was constructed properly. We have spoken with Meritage Homes about this issue and understand that they are working with the developer of Kechter Crossing to get this issue resolved. It is our professional opinion tha Sincerely, CIVAS Engineering, LLC. JUJ/' 0 �0 '9 70NAL;av Gx Steven M. Strickling, P.E. t 10056 Brisbane Lane • Littleton • Colorado • 80130 tel 720-240-5882 0 lax 720-223-6092 0 w .civas-eng.conn N 1 O� i I rna ! rnoi DRAINAGE _ v u f SWALE 0 4a m I ~a DRAINAGE SWALE FL 41.1` 5 (ASSUMED •I NO ELEVATIONS OR GRADES ARE SHOWN FOR THE DRAINAGE SWALE. BASED ON THE CONTOURS, IT IS — — ASSUMED THAT IT IS r INTENDED TO SLOPE AT 1 % �I I DRAINAGE SWALE FL 40.40 (ASSUMED) �++J DRAINAGE % , 4 00 J m I� �I OM I m m Il p ~a sf tph� SWAB LE DRAINAGE SWALE FL 40.00 5' SOFT PATH SEE ETAIL SHT 47 TYP / V.a- 4\' — I � Mo I J (o. �m I N aQ m �a I ■ ni m1 C - 1 2261 8I1-L1 14, F 1 Bn-LJ 9 Y A Y �Y dAo i 7� y�B i` 1 • � 1 I� 1 911-LI I i I tx I _ + ij 9 -A li 1 FI: LS 9, -L6 BI^-LJ r l T I 3 B B 1 I I 1 •4' 9wv 1 ��3'F COPPER CREST LANE IT 83 LB } u + BJ L5 B]-La BJ-U B e - il+Fi I a04 t pp yy pp p �tFP6AAF�1�F37i; 33Af£gAt" F �� 6 Y I � N A � � �' � —__ � ��a�$➢§$E�„$�OFCgFf� @��I� ' - - A its y 5 11 p S-¢E 1 3 i VIA L u $ IS /(ECMTER CROSSING 3 3iii IN�� Q FINAL GRADING p� q y I S j PLAN-30 SCALE! y�j i C `L 9]9LIQCBR�LLC. LANLRA CpAPY, CO ;;,,9 Fi } AND IIR 6841 SOUTH YOSEMITE STREET #100 CENTENNIAL, CO 80172 COMMON AREA da.a a 5' raaL C 0 9 70O rt 5 � dtJ 5 UE 5' 3 atA .E-I 4 w Is 7 N W N in %r%8'1$QT(' 0 ^ 435x p x43.2 .431 x411 42.9x 1 c C Z y �i •� „r r 44 5 e4 6 44 6 xa2.5 42 i 441 SIW�' I eke 1 6 OUTLINE OF EXISTING HOUSE (DRAINAGE CERTIFICATION PASSED ON 02-20-15 .) IIH 8 OUTLINE 3 i EXISTING HOUSE 2.9 '^ 0 (NO ORaNALE PATTERN 1ST; #2426 16x "1 ESTABLISHED YCT) TOF=4945.36 Iox $ Ks�'• CC12R&p ux o PORC�i a ~ f 60 ,�_5 4undJ.Jx 20 ip .1 + 42.4 u ... 70.00'.I' y, a. $ WALK 5.6' TREE/LAWN TOP BACK OF CURB LOW LINE COPPER CREST LANE -_ ., 53' R.O.W. 0 20 40 SCALE. t"�20' PREPARED FOR. MERITAGE HOMES DA II LOT 7, BLOCK 12, KECHTER CROSSING PLANNED LAND DIVISION, COUNTY OF UIRIMER, STATE OF COLORADO, ALSO KNOWN AS'2426 COPPER CREST LANE ELEVATION AND DRAINAGF CERTIFICATE HEREBY CERTIFY THAT THE ELEVATIONS AND DRAINAGE PATTERNS SHOWN WERE DEVELOPED FROM AN SURVEY PERFORMED UNDER NY DIRECT SUPERVISION ON THE DATE SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE GRADING FOR THE LOT SHOWN aEREON WAS MEASURED TO THE NEAREST TENTH OF A FOOT AND ACCURATELY REFLECTS THE DESIGN OF THE APPROVED AREA GRADING PLAN PREPARED BY THE ENGINEER OF RECORD, ELEVATIONS AND PATTERNS MAY CHANGE SUBSEQUENT TO THIS AS A RESULT OF NATURAL AND/OR MAN-MADE OCCURRENCES. THIS DOCUMENT IS NOT AN IMPROVEMENT LOCATION CERTIFICATE OR LAND SURVEY PLAT.