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HomeMy WebLinkAboutLot Certifications - 01/12/2006 10/?7/2005 10:57 FAX Z 003/003 Home Buyers Warranty 1417 West Arkansas Lane Arlington, TX 76013 (817) 266-1100 (800)488-8844 }.tome Buyers Wsrrsnty® FINAL GRADE CERTIFICATE PLEASE TYPE OR PRINT �p0� Co u a r Address of Home Enrolled: 5 I/ d oRT Ca�LI�S ov,, of [ T T o� COL02 00 Lot 1 !� Block-Filln � Subdivision L� o �? D Builder: LENNAR HOMES - Builder Number: foLwd 1 hereby certify that I have inspected the above refere ahem snce includihome ng la9 lot m the and foundation tare hat lot has been fine graded and grades and drainage p 9 fall away fro in conformance with overall subdivision grading plan, individual lot grading recommendations, and/or blocks as oning soil report. The down spouts, extension' and/Drainageplash Guidelines found in�r Section ed, are 13pof the Home B and uyers properly. I am familiar with the Specie 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 graded to meet HBW Sped, ti 1,.,,,. l r� "Quidelines, I have Where home site/building lot can not be k g�� 0 , and have included cop x � r description of . noted this on an attached grading survey ie.��b� � �? method that was used to obtain positive drainage way from home. 4`v•° C ,�`:' 7 e 8 m0 Signature: Date: 7 o D ss' e JONATHAN R. LA E I m Print Name: �anuui►u��"`` Company: CARROLL AND LANGE INC. 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 NOW Special Drainage Guidelines are not met HBW Use Only Enrollment Number. i 10/27/2005 10:56 FAX [M001/003 w IMPROVEMENT SURVEY PLAT AND SCALE: 1" = 20' Carroll 6 Lange= DRAINAGE CERTIFICATE JOB NO. 2665 P.le3sioml Enain..rs IS L.RO Sun yo P H • 165 Soulh Union Bowl Sulle 156 Is DRAWN BY: L,k wood.C0R0nuo 80228 S—25—OS (303)980-0200 DATE DRAWN: REVISED ISP REVISED ISP: REGRADE: L_F_QF_u •-FOUND /5 REBAR WITH PLASTIC CAP LS#16847(TYP,) 90.33 RACT A O=FOUND NAIL & DISK N587855'tc E=PROPERTY LINE 6'UEdcOE BOW-BACK OF WALK �� BOW=BACK OF CURB FOW=FRONT OF WALK E=FLOW LINE I LOT 710 ©-PEDESTAL f=SERVICE PROPOSED TGB-74.9 �! AS—BUILT TGB- 75.0 o 35.0' ��7 '! 71� �0lb ~ L+ 2 STORY CD 0 10 20 D OD FRAME � 1 �0 NsI 7009 SCULPIN CT.'14h ► A�6 ai o 9 7.0'� -Cow. 46 41'I 6F=7Af_f . 6.1 14'- 21.0' � sIN . Vvae �1C�24.9 p Rc4¢00 1A•; BO d.32�S2.J" •lam. W SCULPIN COURT BEARINGS ARE BASED ON THE N.W. LINE OF LOT 110 OF THE RECORDED PLAT REGISTRY RIDGE P.U.D. THIRD FILING BEARING N58'18'55"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 24TH DAY OF MAY OF THE PROPERTY DESCRIBED AS: LOT 110, FLOOD INFORMATION: REGISTRY RIDGE P.U.D. THIRD FILING, BASED UPON REVIEW OF FLOOD INSURANCE RATE MAP CITY OF FORT COLLINS, COMMUNITY PANEL I`t9 000102 0013 IIVE DATE MAR ,COUNTY OF LARIMER, FILING ISBTH NOT I996 YATHINREGISTRY THE 1 I RI •.,IE"ni�y STATE OF COLORADO AND THAT THE LOCATION AND D Of ALL BUILDING IMPROVEMENTS, EAS �llfG1�T5 0 -WAY IN EVIDENCE OR KNOWN TO ME O�.�.. �Il lTS BY OR ON THE PREMISES A A SH aT1EST THAT TO THE BEST lHtv(j• Y',T1` 7 L �i ; GRADING CONDITI S E VJ:•� • BY; ?'AAiAOE INTENT OF THE B er: DATE: F OF DATE: r' t RECERTIFIED BY: gy : >, rt- , TNiS SURVEY DOES NOT ADDRESS EASELlEN IFt 'd((>g� ON THE RECORDED PLAT NOTED HEREON, NO TITLE CgAAIITMEPfPYHlB11WON�1' THE SURVEYOR. NOTICE: ACCORDING TO COLDRADO LAW you RIIUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY MINN THREE YEARS 410i YOU FIRST DISCOVERED SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOW HEREON. 10/27/2005 10:56 FAX � 2 002/003 T , 68 \67 STORM DRAIN l 1 � / / \ 110 6 _ 73.1 - \ \ T 73. 74 8• FG= 74.. / I \\ vF= 74.9 B 108 { EMER v / rG- '72.1 .1 74.4 72_8 \ \ SWAL • CFG= 74 9 TF= 75.6 , h �G= 72.6 1 GF ♦71 TF= 73.3 00 7 O / 112 \ ^N , �' v /77 \ 8.1 \ ' • / ` \ FG= 7,,4.9 j �\ t 06 3 TF= 75.6/ / 72. \ fi � f. 113 / 64.7 \ 75.3 / 2. q .6 \,� 105 68.3 = 76.0 �.' FG= - 73.7 TF= 74.4 , f/73,2 ♦ / / 104 FG= 74.0 � � \'�FG= 1 TF= 74.7 .5 / © / 6�.3 6. 69.5 / 68.0 / 103 6 /4 / �� 9fi FG= 75.1 / (_ ZF- 75.8 ' O / + TF= i L 2 74.6 70. 67.8 69.0 r. 1 - _ • _ _ _.. .. ...- - _ _ ._ ....._ _._. - ..-,.,. ., „ . v,r, vivvn wii wren vlIVl`i, 1