Loading...
HomeMy WebLinkAboutLot Certifications - 06/08/2005 IMPROVEMENT SURVEY PLAT AND SCALE: 1 = 20' �\ Carroll & Lange �_2 DRAINAGE CERTIFICATE JOB NO: 2665 DRAWN BY: PH II Suulh lhilon HNcI Suitt 1`iB 0 ouU)H(1 f12O0 Cnlo uto lsOl78 DATE DRAWN: 5-4-05 _ (iC) ) REVISED ISP: S 2Q-OS LJ REVISED ISP: oU u ° 0 w L5#16847 REGRADE: ��,30- 72' NO 1 24 26"E LEGEND _ •=FOUND #5 REBAR 6'UE&•DE REBAR, WITH PLASTIC CAP U NO CAP O=FOUND NAIL & DISK F=PROPERTY LINE BOW=BACK OF WALK BOC=BACK OF CURB FOW=FRONT OF WALK LOT 103 FL=FLOW LINE 0=PEDESTAL 1 coI =SERVICE — }I cli PROPOSED TGB=75.9 tn AS—BUILT TGB 76.0 LQ 0) I 0 10 20 .0 32.0' �g x Ln 2 STORY O BRICK&FRAME I 7032 SCULPIN CT. 1 NN ^0 k #x 11.000 COVD, -7' A" N a ^ < ^K 1'0.o' GF70 o� 9.7'h 6.0' 1�Q Al 1 '9 \ �08� 2 � P B 0 W Sou�p,N co � OR r BEARINGS ARE BASED ON THE EAST LINE OF LOT 103 OF THE RECORDED PLAT REGISTRY RIDGE P.U.D. THIRD FILING BEARING NO1'24'26"E WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 72 TH DAY OF APRIL 9005 OF THE PROPERTY DESCRIBED AS: LOT 103, FLOOD INFORMATION: REGISTRY RIDGE P.U.D. THIRD FILING, BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP CITY OF FORT COLLINS, COMMUNITY PANEL NO. 080102 0013, EFFEC DATE COUNTY OF LARIMER, MARCH 18TH, 1996, REGISTRY RIDGE\���tll!+��#f�(It���1ej� FILING IS NOT WITHIN THE 100--Y ®� " 0 STATE OF COLORADO ` �,.P•.••••.° AND THAT THE LOCATION AND DIMENSIONS OF ILL BUILDING IMPROVEMENTS, EAS TS, �d} 4�f`S=�Ft•A Iti EVIDENCE OR KNOWN TO ME AND ENCR © ` Y OR ON THE PREMISES AD C P Z7908 : 'Yti•� I ATTEST THAT TO THE BEST F Y KNOW LE GE 0�•••••'•• AS—BUILT GRADING CON01 ONS CO PLY �' ' �' wO�•��� BY: m• DRAINAGE INTENT OF THE AP 0 A i L O0 O 28127 • • DATE: 4 7M BY: • DATE: - - . •••goes••°•• �\ ?� �� RECERTIFIED BY: � / S THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER 5G SHOWI�X 1 'ORDED PLAT NOTED HEREON. NO TITLE COMMI ENT 1'�t SURVEYOR. •.• .1 NOTICE: ACCORDING TO COLORADO LAW YOU MUST c ( `pFJA ASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE ARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY D W13 BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. � t i Homo Buyers Warranty 1.417 West Arkansas Lane Arlington, TX 76013 (817) 265-1100 (800) 488-8844 Home Buyers Waarrante FINAL. GRADE CERTIFICATE PLEASE TYPE OR PRINT Address of Home Enrolled: Lot 103 Block —' Filing I D Subdivision Builder. LENNAR HOMES - Builder Number:. . 1 hereby certify that I have inspected the above referenced home site/building lot and have found ° lot has been fine graded and grades and drainage pattems, including fall away from the'foundation, In conformance with overall subdivision grading plan, individual lot grading recommendations, and/ soil report. The down spouts, extensions and/or splash blocks as required, are in place and functioning properly. 1 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) ❑ Meets 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 Sped uidelines, I have noted thi s on an attached grading survey, and have included cople 3s ' •° .ctgc,�-description of ° ,y� >�. �, method that was used to obtain positive drainage way from home. `p2Y�0 r`w61Q 79 m.0 f Date: ��¢-D� Signature. • lj ° Print Name: JONATHAN R. LAN E 11 IImIt B111�,��� Company: CAML. AND GE IN . 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 enrollment where HBW Special Drainage Guidelines are not met. HBW Use Only Enrollment Number: F v r 74.4� / 112 ^ � 72. ._ \ 8.1 TF= 75.6 /�Q / 106 / �4.2 \� /er / \ 2. G= 72 8 qw. ro .4 113� �C f � 4.8 FG= 75 3 6 �/ 105 68.3 \� TF= 76. 4 / �•� FG="73.7 \� �O /' (� ♦ / TF= 74.4 73.2 / 6�.9 FG�= 75.7, / / 104 69. 4( TF6 76.4 g FG= 74.0 / f ® / TF= 74.7 3 6. V / \ 69.5 103 6 /4 FG= 7fxt 1 / TF= 176A I TF= 75.1; / ' 74.6 70. " - - 67.8 1 �6 I 1 74 �p _ _ '� 72 76i9 102 101 �- 1 FG= 77.3 � � - fG=75,4 � 100 TF=+7&Q L, TF= 76.1- FG= 75:; '? I FG=I \73.7 TF= 74.4 75 -74. 7 _ 76 F%77 ///8 79 80 81 TF= .7 I'TF= 78.1 I I TF= 77.8 , TF= 77.4 !`I FG= 76.1 FG= F ` TF= 76.$ I TF= �74,8 75.5 77. L 7614 • 76.0 76.2 a � 75. 11 * J 73 +75.5 f 4.1 74.3 7 { 78 ! ys :lg.7. - - 9.0 TRACT A _ i