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HomeMy WebLinkAboutLot Certifications - 12/15/2004 11/2- /2004 13:51 FAX 0 006/011 Home Ouyers Warranty 1417 West Arkansas Lane Arlington, TX 76013 (817) 266-1100 (800) 488�8844 Nome Buyers Warranty® FINAL GRADE CERTIFICATE PLEASE TYPE OR PRINT Address of Home Enrolled: . -7 f IS (::kul-r-r C-r. FT ��uNS �o Lot S 4-- Block : Filing 71�4 r�� Subdivision Builder. LENNAR HOMES Builder Number hereby certify that I have Inspected the above referenced home site/building lot and have fouled that lot has been fine graded and gredes and drainage pattems, 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 andlor 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 a( the time of this inspection, and certify that surface drainage: (Check One) (D Meets or exceeds HBW Special Drainage Guidelines ❑ Does not meet HBW Special Drainage Guidelines Where home site/building lot can not be graded-lo 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.4forn-h Date; I l--wo c, Signature: - - Print Name: 8 *,J;% oo. 1A 126286 `Company: d�i��� �>�Nos rtta. 'y.J7cAj) -No Final Orzade7 Certifcate Is to be submWed prior to posltivo outfall away from structure being obtained. HOW reserves the right, In Its sole discretion, to audit and reject any enrollment where HOW Skelal Drainage Guidelines are not not HBW Use Only + Enrollment Number._ ' 11/24/2004 13:50 FAX 0 003/011 IMPROVEMENT SURVEY PLAT - 20' AND SCALE, - /\ Carroll & Lange = DRAINAGE CERTIFICATE. JOB NO: 2665 ProlessionaI Engineers 8 land Surveyors DRAWN BY: CZ \, 165 South Union Blvd_,Suite 156 11-5-04 Lakewood,Colorado 80228 DATE DRAWN: (303) 980-0200 FAX(303) 980-0917 REVISED ISP: REVISED ISP: LEGEND •=FOUND #5 REBAR REGRADE: WITH PLASTIC CAP Q=FOUND NAIL & DISK R=PROPERTY LINE 4' SPLIT RAIL BOW=BACK OF WALK a FENCE (TYP.) TRACT B r? BOC=BACK of CURB 54.52' S49 49'12"E PLS# 16847 FOW=FRONT OF WALK MAILBOX �' FL FLOW LINE KIOSK 17 0.0't IrQ=PEDESTAL 6'UE&DE 7 =SERVICE PROPOSED TGB=76.7 / / LOT 154 AS-BUILT TGB= 76.7 / � 1� 0 10 20 / X.7) �A 3B.0' 12.0' Au I 4 2 STORY to �� o FRAME 711/ 5 PRUITT rq COURT Ln j FF=11? N / 16,0' 7.0 10 - INLET / 14.0' COVO / 20.0' �� n 9'UE B O W 97,59' S50'0654"E FL PRUITT CT. BEARINGS ARE BASED ON THE N.E, LINE OF LOT 154 OF THE RECORDED PLAT REGISTRY RIDGE P.U.D. THIRD FILING BEARING S49'49'12"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 1ST _DAY OF NOV ,2004.— OF THE PROPERTY DESCRIBED AS: LOT 154, FLOOD INFORMATION: REGISTRY RIDGE P.U.D. THIRD FILING, BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP CITY OF FORT COLLINS, COMMUNITY PANEL NO. D80102 0013, EFFECTIVE DATE MARCH 1BTH, 1996, REGISTRY RIDGE P.U.D., THIRD COUNTY OF LARIMER, FILING IS NOT WITHIN THE 100—YEAR FLO PLAIN. STATE OF COLORADO AND THAT THE LOCATION AND DIMENSIONS OF L BUILDING IMPROVEMENTS; EASEMENT S--OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCRO �r ,OR ON THE PREMI2E$-ARE OWN. I ATTEST THAT TO THE BEST OF MY KNO0�' J f _� THE AS-BUILT ARADIMC C C �r 'a ' t�IdDOe~;�D BY: THE DRAINAGE INTENT OF E WrR i AREA GRAbINC PLAN. : "+{ 4 _/ , # DATE: DAT 1 4,.2-7 S• RECERTIFIED c DATE: THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER!' - SF SHOWN ON j4' *ED PLAT NOTED HEREON. NO ift&CQVMITMTT4T WAS PROVIDED TO THE SURVEYOR. NOTICE: ACCORDING TO COLORADO LAW YOU MUST C C�����tEaaEOAA,l1�1"['tl'�ltl(S=BA"0 UPON ANY DEFECT IN THIS SURVEY MTHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED VPON ANY OE 7HI .6IJRV,F,Iy COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 11/6?3/2004 12:21 FAX lz 009 OF I � 75.5If I 152 J J 148 FG= 76.7 76..4 TF= 77.4 1 7A .�` FG= 76. 0-� > / 8 , ` FG= 76.5 \ TF= 77.2 \ / 17 .3 5.0 )? \ FG= 75.0 71. . \ \ w 7 5.5 TF= 76.7 7 .0 \ \( n 75.5 N 7 S I 6172") - CULVERT 47 �- � � FG= 73.3 � 7 74.0- } `73.3 6 I FG= 73.8 • 4,.1 59 TF= 74.5 68. - � / J \ FG= 74.6 / A / 58 / ! TF= 75-3, ` 69.31 _.N r / TF 7 i �' -OP o 6�Y.4 62 /© 7 E / 3.8 . ,Fc= 1TF�. a 2.0 / .l I �/ / t \ as 1 XF= 77.2 1 SF SF'� \ 71 ' S AL F a 1• f SWALE 51 4 145.4'LF 01.447 56 \ 60.5 r 1 / sot i ` FG= 76.2 o i -,� 1 TF 76.9 ^ v � STORM DRAIN © i ffiI LINE 45 7 75.3 55 f J G= 5-5 / J \ / DROP 9TRUEF`1ft� J i1 (SEE!)[TAIL SHT. 38) T/ss BEGIN `• 3 m/ ;�� MATCH STORM/DRAIN LINE 44 / / 1 /