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HomeMy WebLinkAboutLot Certifications - 07/23/2003STEWAU&ASSOCIATES . - Consulting Engineers and Surveyors July 14, 2003 GRADING CERTIFICATION This is to verify that on June 20, 2003 the "AS -BUILT" elevations of the lot grading building floors and lowest openings (top of window wells) of the newly constructed residence on Lot 5, Block 5, Fossil Lake P.U.D. Second Filing, which is 3321 Wild View Drive were surveyed under my supervision. The grades and drainage patterns are in substantial compliance with the approved grading plan. Richard A. Rutherford, P.E. & L.S.tz(a. n502 Stewart & Associates, Inc.8 ,. t w RAR/meh S RECEIVED R JUL 2 3 2001 James H. Stewart and Associates, Inc. 103 S. Meldrum Street • P.O. Box 429 • Ft. Collins, CO 80522 FOSSIL LAKE 2nd LL5 B15 a b grad ce Um 970/482-9331 • Fax 970/482-9382 PLOT PLAN OF LOT 5, BLOCK 5, FOSSIL LAKE P. U.D. SECOND FILING LARIMER COUNTY, COLORADO 10.7 40 c/ A o ' h,0, ���/ 1, ••, ,\rye At ti O p :p y 9� S .h^ry d R o oe o� si 'c L e it �ryA i2 o G �� • c' r. yet .3 /a �ryy � KWr D ,a,a ' _ 5028 1 �t'cy k �'° f. � �SOe ago �O• 'fit � ✓ AS BoltTu 5ojev6y6P6,eav,,` 73.# JTULy ZZ, Z003 220sS� G COLONY CONSTRUCTION, INC. Lot Area = 7,440 sf Top of Foundation = 13.3 1,23 'o•1 prepared by Stewcrt & Associates, Inc. • 13.7 I N 4 Cr__ 12.3 FG= 14.6 TF= 15.3 1 ` ; FG= 12.8 1i / 13 i \ 1 1 \ n \ a 7F= 113.5 � i FG= 11.6 r o , cm FG= 14.4 I ' 1 9 j 09 al > W6i / 13.9 • TF= 15.1 1 1 / 12.6 FG= 13.1 FG= 14.6 1 / • TF= )3 8 \ 1 O / TF= 15.3 ` 1 Y\ A14 / •14.5 / i O i 1 1 O\ \ _ i FG= 10.8 1 1 / `---_. / \ 1\ TF= 11.5 11 /14.4• - 14 / 12 / a' OF / 1 FG= 14.9 1 / FG= 12 0 / / of 10 1 TF= 15.6 1 / 11.50 TF= 12.7 / } �o I 115 f" r ! TF= 12-2 14.8 i � / / FG= 814.1 � 7 •` �/ 3 \ �. � f \ � 2. \ TF= 15.5% TF= 14.8 i FG= 13.6 O FG= 11.7 i TF= 14.3 i TF= 12.4 13.1 / rLl= 13.2 / i�i • O / /� 32 �`� /09.1 ri 1% I TF= 13.9j / 12.6 �. w\ FG= 09.6 FG= 12 6 j , V \ \ i TF= 10.2 i fTF= 13.3,/ l .` © i T 11.8 s12. A �\ oe I / if TF= 12.7 9 • FG= ,2.3 ;OJ �1 /� 11.5 O p�6 / 3 TF= 1310 / FG= 11.3 / \ / A � TF= 12.0 � r" Ip FG= 11.2 , 10.8 A O 1 TF= 11.9 G= 12.7 r / \ O FG= 10.6 TF= 1 3.5�/ / \ A A s r FG 0.5 r / 10.10 \ O , , �� / / FG= 09-9 , FG----�'09.8 ,/ • 08.6 f 09.4� / 24 0 / / ` 08.1 / TF= 12.0 % \e � FG-U9.1 `�. / / W / f I 23 / \T \ TF A 9 8 Fc--o8.6 / /% / \ 10.6• TF= /i2.0 i : ._ �9 \ pad ,`` TF= 09:3� r r r