Loading...
HomeMy WebLinkAboutLot Certifications - 03/13/2000 (3)0.2 Home Buyers Warranty® Home Buyers Warranty 1417 West Arkansas Lane Arlington, TX 76013 (817) 265-1100 (800) 488-8844 FINAL GRADE CERTIFICATE PLEASE TYPE OR PRINT J/�� Address of Home Enrolled: �Z LYFVH 2�EIET AA . ( ',D�C) (-, Lot Block --Filin ST Subdivision Builder. U. S. HOME Builder Number. 6100 - 9008 hereby certify that I have inspected the above referenced home site/building lot and have found that lot has been fine graded and grades and drainage patterns, including fall away from the foundation, are In conformance with overall subdivision grading plan, individual lot grading recommendations, and/or, soil report. The down spouts, extensions and/or splash blocks as required, are in place and functioning properly. I am familiar with the Special Drainage Guidelines found in Section 3 of the Home Buyers Warranty Program Risk Management Manual in effect at the time of this inspection, and certify that surface drainage: (Check One) "Bets or exceeds HBW Special Drainage Guidelines ❑ Does not meet HBW Special Drainage Guidelines Where home site/building lot can not be graded to meet HBW Special Drainage Guidelines, I have noted. this on an attached grading survey, and have included copies of design and/or description of method that was used to obtain positive drainage way from home. Date: 2�M4P Signature: Print Name: Company: No Final Grade Certificate is to be submitted prior to positive outfall away from structure being obtained. HBW reserves the right, In Its sole discretion, to audit and reject any enrothmnt where HBW Special Drainage Guidelines are not met. HBW Use Only Enrollment Number. IMPROVEMENT SURVEY AND Carroll &Lange = DRAINAGE CERTIFICATE Professional Engineers & Land Survet°n 165 South Union Blvd. Suite 156 Lake"sod, Colorado Ba228 (303) 980-0200 5, 72.07' 6'UE&DE 0 w rn PLAT y SCALE: „ = 20' JOB NO: 2000 DRAWN BY: EES DATE DRAWN:1-11-00 =FND. 05 REBAR W/ PLASTIC CAP O =FND. NAIL & DISK Q =PROPERTY LINE BOW=BACK OF WALK IL -FLOW LINE PROPOSED TGB- 72.8 AS -BUILT TGB- 73.0 S90000'00"E LS#17662 LOT 8 o �10 161 0 6 2 STORY ' BRICK & FRAME 4.1' 226 LYFKA STREET I a 6.0' K PORCH 114 c o i N Oz 11, f� 24.0' / W. 11? o N N 9'UE 1p2 ><I o O ) O TD 00 O 57.07' N90'00'00"E to.' LYFKA STREET E Ln BOWr ldb� E 4 6 BEARINGS ARE BASED ON THE NORTH LINE OF LOT-04 BLOCK =OF THE RECORDED PLAT SHENANDOAH P,U:D. 1ST FLG.. BEARING S90'00'00"E .MATH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 6TH DAY OF JANUARY 2000 OF THE PROPERTY DESCRIBED AS: LOT 84 , FLOOD INFORMATION: SHENANDOAH P.U.D., FIRST FILING BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP CITY OF FORT COLLINS COMMUNITY PANEL NO. 080101 0001-0278. PANEL NOT COUNTY OF LARIMER PRINTED, MAP REVISED MARCH 18. 1996, SHENANDOAH P.U.D. FIL. NO. 1 IS NOT WITHIN THE 100-YEAR , STATE OF COLORADO FLOODPLAIN. ���,111n�11!rrr�fr^rr/G AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENT SSUM �ORy/HTS-OF-WAY N EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMISFS��� HO I ATTEST TNAT TO THE BEST TBE AS-BULT GRADr O BY: AREAOAAOINq �Ihlle ° 0 4� ' DATE: aY ; !XV1 o° C RECERTIFIED DIY%ri-n°;Q]iN7 � THIS SURVEY DOES NOT ADDRESS E§ S ORE THOSFti° � ON THE RECORDED PLAT.NOTED HEREON. fN�; E�tCQMyiITR1ENf. W S PROVIDED TO THE SURVEYOR NOTICE: ACCOROINO TO COLptAD aMUST COWMEN[ �" AC11011 BAWD UPON ANY DEFECT IN THIS SURVEY VA Nf4iikkhrl iln5 AfiER YOU fRtsT wsco`cRED s1CN DEFECT. IN NO EVENT WAY ANY ACTIQM1GIJ )��BN ANY DE°F SURVEY 8E COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 1 , ; _ A- F.G.= ' F.- 73. j �' I 75 76 =89. OO I .=71. T. 70.2 F. 72.4 I e7.2 t7 { I I Z I;� 1 72.4 ; 6.0 o 1 A © I i . • F .=73.8 P. 1 •I ii i, .. I 73.3 T. = 74.5 ----- 69.r ' 79 A4- 72.6 A t 71 rax706 ' { 73.3 • F. I t I T.F. 74.5 e,�A r �;k j. 83 A A"c g?;+� ,^ 71 F.G.=7t. 1 7, F.= 7 I t' I 72.3fil 72 1 co`, 1 15 A F 7•.1 1 J 7 0 t I 1.2 72.4 85 A S6 A t F.G.=72.1 F.G.= 1.3 I 1 4 A I 1 I I F.= 72.8 T.F.= 2.0 I i i I • G.=74.0 /1 1 69.0 % I { 73.5 : 74.7 I I .6 070.8 fill )I I is it I i it 11 it I I - I I . - -- I t. 73.1 70.3 i i ico I 3 A t- --- -- - t to 74. t t f l I I T7 _ 6• r 3.0 H.P. 1.171 I 1 - _ 93 A A r , t 71 J 12 ' I F.G. 72.. FF - 7 .0 F.G.-7 72 i i ' 1 .0 su I T.F.=- 711 70. 6 . - ,tt - C p RA Iz I.. 7'3.4 w - o I I 70. _ 7in LL i 5 A j 96 `- I F. .=72.8 111 F.G.-7 .0 ' I - A = 73.5 T.F.= 7 I 1 o 1 cn 7 .0 T.F.= 75 , 1 172 • 71 71.5• J