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HomeMy WebLinkAboutLot Certifications - 08/20/2004STEWAKr&ASSOCIATES Consulting En3ineers and Surveyors STORMWATER RECEIVED August 17, 2004 AUG 17 2004 GRADING CERTIFICATION For Lot 10, Swift Addition to Fossil Lake P.U.D., 3708 Wild View Drive This is to verify that on August 12, 2004 the "AS -BUILT" elevations of the lot grading, building floors and lowest openings (top of window wells) of the newly constructed residence on Lot 10 were surveyed under my supervision. The grades and drainage patterns are in substantial compliance with the approved grading plan. a- Richard A. Rutherford, P.E.& L.S. Stewart & Associates, Inc. X RUr" t 5028 James H. Stewart and Associates, Inc. Swift Addition.dot 103 S. Meldrum Street • P.O. Box 429 • Ft. Collins, CO 80522 970/482-9331 9 Fax 970/482-9382 �lZla� V -- � ------------ . -� Ssy L, 06 Q) �G 0 _ 90 2l µ Gq � � 6 o0 '2 t t ,. STORiviWATER RECEIVED AUG 17 2004 4P6.1 c 17 I IAS BUILT" It ScJ 'VEy �� �lzADi,v` AuGvsr 12, Zoo4- o-t lD, Sw► Fr A�Di7-ra,u To F6ss14. L qK4� �i I, BEG SWALE 12A SEES 12 FOR SWALE C -SECTION �e 0• � In c� �Q � a 13 co ^ g6• J/ .�� �� i r 8e9 FG-89.91 ,j A y TF-90.58 ,I 12 G �o 9 0�Q FG=89.61 O 9 r ' FG-88.15 TF=90.28 ' TF-88.82 ^y 10 OB W O FG=88.55 / W TF=89.22 SB HP 1/) 88 14' 1 ALK 3 70 E l FG=89.21 LVERT SEE W TF=89.88 ETAIL ON W ' ` ��. O SHEET 13) 6 \ 6 Z 8 \ J � 8 2 T 't 2' VALLEY PAN SE B CR ^` ON SHEET 13). 2' SIDEWALK \ 3' FROM CULVER \CHASE w/ 2' \tkV RT OPENING. \ 0�. CURB CUT \ (SEE DETAIL99 \\ 98 0�Q at ON SHEET 13) \ \ FG=88.08 \ TF=88.75 FG=88.0$ C11 � TF=88.75 O 97 FG=88.08 TF=888.75 96 � ` \ �. \ FG=88.28 TF=95 \ 0Q \ \ 9 FG 88.55 55 T89.21 51 94 S1 -9 \ FG=88.87 FG=89.25 1/\ TF=89.53 TF=89.91 93 S 82 \ 86 \ FG=89.21 FG_* 20 a \ 6 TF=89.88 TF=89.87 i h �R3 © 83 � F � Fc a, 82 67 FG=87.97 \ TF-81 TF-88.64 \ Q3.57 \ ( \ t O FG=87.81 78 �p g2.32 TF=88.48 O tQ �B6 =88.34 fir, \ g2.03 G \ =89.00 O 85 \ © asp- g1.92 FG=88.16 �\ s TF=88.83 =n _ z k 0 s I N E, © \ �;' 76 FG=86.50 TF-87.17 75 FG=86.50 TF=87.17 0 •r �V "0'87 FG=87.44 TF=88.1 1 0 G 88 FG=85.9 -[\ TF= 86.6