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Lot Certifications - 08/22/2005
Z004" & 04644c. 190M 1630 S. 6Wege AcAm re P 0, Sux 270952 576at &&aa, e0 90527 (970) 493-2909 7i4x (970) 495- 9735 August 15, 2005 City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, CO 80526 STORMWATER RECEIVED AUG 16 2005 J RE: Drainage Certification for Lot 13, Block 9, Fossil Lake P.U.D. Second Filing, City of Fort Collins, County of Larimer, State of Colorado (aka 3538 Long Creek Drive). Dear Sirs: On August 15, 2005, we observed the site located at 3538 Long Creek Drive. The site had been final graded. In addition to our observation, Absolute Surveying obtained spot elevations at numerous spots throughout the site. Please refer to the attached elevation sheet. Based on our observation and the attached survey information, the site appeared to drain away from the building.. In general, the west side of the house drains westerly towards Long Creek Drive and the east side of the house drains easterly to Outlot I. The south side of the house drains southerly to the small swale between the two lots. The north side of the house drains northerly to the small swale between the two lots. For the south side of the house, the high point elevation is in the middle of the southwest comer and southeast corner of the house. For the north side of the house, the high point is near the northwest corner of the house. At the high points, there is a gradual change in grade, as the design contours show. The finished floor elevation given by Absolute Surveying is 98.60 feet, which is approximately 0.9 feet higher than the design elevation (97.7 feet). Based on the southwest property corner, all lot corners are within 0.8 feet of design elevation, assuming the southwest property corner has a design elevation of 95.6 and assuming the northeast and northwest surveyed spot elevations are similar to the designed property corners. The site generally appears to conform to the Drainage Plan — Sheet 14 & 16 of 58 — of Fossil Lake P.U.D., Second Filing — prepared by Northern Engineering Services, Inc., dated 4/30/01. Also, the site generally appears to conform to the Grading and Erosion Control Plan — Sheets 8 & 10 of 58 — of Fossil Lake P.U.D., Second Filing — prepared by Northern Engineering Services, Inc., dated 4/30/01. Our certifications were based on our observation on the date noted above. The geotechnical report was not provided to us for this site. We therefore cannot determine if the site has been graded according to the geotechnical report. If you have any questions, please contact me at the above addre, \a Hf kRumber. �\`\`PO IiAR'��`/s�F Sincerely, 191 5 Lindsey Smith .E. Am STORMWATEIR RECEIVED AUG 16 2005 GRADING ICA TE Lot 13, Block 9, Fossil LakePUD Second Filing 3538 Long Creek, Drive, Fort Collins, Col&odo STORMWATER RECEIVED x 96.7 DENOTES TYPICAL SPOT ELEVATION W.W. DENOTES TOP OF WINDOW . WE I LL . ELEVATION AUG 16 2005 R = 235.50' A = 13*51'47." CH = 64, 08' e. 4 . :9 5 gle LJ 0 C • 4 • tK F.F. MAIN = 99.90' F.F. GARAGE = 98.02' T.O.F. = 98.60' �0- 00, BENCHMARK Elevations are based on the back —of —walk near the Southwest corner of Lot 13 as having an elevation of 95.6 feet per Site Plan by Plaza Engineering. DATE OF FIELD WORK: 8-11-05 S Q:) *5,?'14"& 00 Q) 11 0A CIS ce lb A I 4Z> 4 4 1 Cb .4 4 4. CP + + tK lb- Cp' ABSOLUTE SURVEYING, INCORPORATED. Z/ Professiondl Land Suirveyors Ph -one (970) 2-03-115521135 North Lincoln Avenue, Loveland, Colorado 80537 Project: m GRADING CER TIFICA.Z.0 > Client: LIBERTY' W®ES OF Drawn By: LDO Approved By: MFC Revisions: Project No. 05-2627 Date: 8-11 —05 Scale: 1 heet No. 1 of 1 rA \ \ f MOE- 91. .7IN / FG.` 94/ / .� 8 / Ab t0E g41.0 fG- 95.0 TF. 95.7 , 0 \N A � MoE- 91.0 FG- 95.3 IF- 96.0 JI � 7 i FG- 96.8 \` IF- 97.5 0 fA ,. \ 96.3*`j \ \ 4 11 FG-g97.3 \ l IF- 98.0 1 \ 1 ® 1 \ 96.8,FG / 97.40 �/ TF-4 97.9 / �98.6 / AOE -91.0 \\ \ \ FG- 95.6 TF- 96.3 i 1 MOE- 91.0 1 FG- 95.9 \ \ 1IF- 96.6 t 'B 1 95.4 — 12 MOE- 91.0 FG- 96.2 IF— 96.9 !06 91.0 FG = 7.0 TF- 97\7 �Q \ GRAPHIC SCALE WENT OF PHASE 3, McCLELLAND MENTS SM.L BE INSTALLED. LL OCCUR PRIOR TO COMMENCEMENT ID DRAINAGE WAY CHANNEL 50 IENT OF PHASE 3. OFFSfTE 0 50 100 200Feet OUALITY POND /3 IMPROVEMENTS ( IN FEET ) ,N AND EASEMENT ACOUISITIONS 1 EE SHEET 8me 1 • \ � i 96.3 \ \MC 97�3 96.8 egg /MCEa97 .6 f L 1\ l TF 6.4 FG 00.3 / /� FG 47.3 TF- 01.0 i / i TF- A98f0If / 3 r A r 1 ,1 96.2� `O eZ`•� 1 f FG- 96.3 - - .L W- 97.0 / 10 A 1 FG T=' 95.4 If If 9sg 9s.6' , j I Il I i /00. !I II i / �0s ! i f i 99.3 / I j f l TF- 01y3 A 2 11 f A ` ` , r TF000.s / • 99.4, q j 1 FG- 97.7 11 ; FG- 1 TF= FG 00.3-- 01.27! 6 W W 0 i Q GRAPHIC SCALE \ /l , ©� .� s `� � �' �� - f i� :>° � � �� �t ��, / 1�� ' \ \ � � ' / � ` �� �' ��� �_' / ♦ . � :ic: •.: 3�i1 .. ,t , �► ` `.� � •;� ,� � � 'r _ • « �- �� �; � �. i � � � ��'• , • �' •A� _y5�t � �� 1 '_ ► � � J: ` / � � J �� -�( f �= i •w� �, f�+ ��1: �� __ �_ i ��_ r ! i. � r E•