Loading...
HomeMy WebLinkAboutSite Certifications - 04/22/2005April 13, 2005 SHEAR Project No: 1090-24-02 Jay Barber City of Fort Collins Stormwater Utility P.O. Box 580 Ft. Collins, Colorado 80522 Re:Lots 71-72 & 114-115, Harmony Ridge P.U.D., First Replat :4727 Dusty Sage Loop; Fort Collins, Colorado -, Dear Jay, This letter serves as final certification for the above referenced address (4727 Dusty Sage Loop) according to the requirements of the Stormwater Utility in the Stormwater Building Permit Notice dated 12/29/2003. An interim certification was previously provided on Friday, April 1, 2005 in e-mail format with digital pictures indicating status of completion. The final grading for Lots 71-72 and 114-115 (4727 Dusty Sage Loop) has now been completed. Certifications include the items noted on the Stormwater Building Permit Notice and are as follows: • Grading certification • Swale certification • Finished floor elevation certification • Corner lot elevation certification • Lowest building opening elevation certification We have visited the site and find that all final grading is complete, functions properly and meets the intent of the original subdivision grading and drainage design according to the Utility Plans for Harmony Ridge P.U.D., First Replat by Northern Engineering Services, Inc.; N.E.S. Project No: 01-036-1 City of Fort Collins Director of Engineering approval date April 28, 2003. Also in conformance with the site specific grading plan for this site, prepared by Shear Engineering Corporation and dated December, 2003; Shear Project No: 1090-24-02. A copy of the site - specific grading plan with field shot documentation is attached for your immediate reference. If you have any questions, please call (970) 226-5334. Brian W. Shear, RED Shear Engineering Corporation BWS / rdw STORMWATER RECEIVED APR 13 2005 cc: Mark Rutt; Rutt Construct, Inc. 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 www.shearengineering.com �A&P 4Jz7_(65- X(24.1) 22.7) FG= 21.6 TF= 22.3 TW=2t. \ Oew=1B. FG= 21.6 11v - • • TF= 22.3 '- O HPP_ FG= 21.6 �� \ NP �� TF- 22.3' S= 15.2 O FG= 24.7 TF= 25.4 OW `- �/� 20 3 TF= 22.3 � 0 O 1w FG= 13.3 2 chi TF= 24.0 ot� � �/ly'LQ/ O \ .. FG= 23.3 .1 0 " + Gl \. Tf, 24.0 e5= 12.4 ,^ ''.\ �1Q S= 1: FG= 21.9 2 3 �, FG= 21 >t30 w TF= 22.6 HP t1,� �� 20.5 TF= 2. Tqq.to.o QW 20.9 E Nq =B o \ _ �\o ^ . - 9. S= 12.2 \\ FG= 21.8 _ TF= 2.5 9.0 ri 2.5=e.5 es= TW=8.0 BS? 11.619 `\2p 2 FG= -; =5 FG 21.1 Q \ O �j TF= SF 9s •\ TF- 21:8, Op 9 �. '6 �q•i �Q. r TW=t0.5 WO Ck /N 5 = 11.6 %%% FG= 21.1 20 O '. TF= 21.8 G `2 ry. ? FG= 1`o =7.0 TF= 21..� 8 �'�,tiQ6 =4.0 W O �Q SF ' Tw=3.5 O' rd2 - - - - - 9C BW=0.5\ , TW=10.5 TF= 21. BW=7.5 BS= 11.5 /•� Q r BS= 10. FG= 21.0 FG= 20.3 TF= 21.7 BS= 10.8 RETAINING WALLS `O FF= = 21.0 j.. (SEE DETAIL SHT. 8) ` �� � WO �= 2 V. TFh 15 N00 0 SF '�03 )MME PRA/R/E S09 o. AL AREA PROPOSED 50' WIDE GREENFIX 1 AMERICAN EROSION CONTROL BLANKET MAT TYPE CFO72RR -\� Sa (APPROXIMATELY 2500 SO. FT) RETAINING WALLS (SEE DETAIL SHT. 8) �- SF SF ©</ NOTE: ANY v OF DITCH CROS'. REQUIRE DITCH TO CONSTRUCTI; EI- ,n.PRO% LOCARON WS11NG GAS LINE DUSTY SAGE LOOP ^e;a ./P� o ' ,9 ORAPNI5 scl10 20 nZio \ 4d� / AnR' \ \ S \ '%6' Vault - T `"t - ` fl D / 7 NI 1 �e - to n. 0 \ � \ M1. � - ♦ � // p � ' . - D � 1.KY. \a / fF 31DW It1.i0 `\ 112 8' by 6' Ito L�gmi.� /'a \e�� p lu.'D• �-a7r - .aD_ -- zcit— w.et — a. e'lee .(pw 1Z - �.\ � �y Y � N � FP rir.7o •� Izr.K — a� / / TDIV to. ii � 9M1 °,p �"'�:, 2, p� _ q oG' `iD. � •a.,� tD !P � — — — _ IN' Z � o e- — — —71 72 N 4.237,50 SF- 3090.00 F.F. 10.71 '/ 60 " - 114 N 3,229.5 1 S.F. \� /°�- ��o• 4a °" IJems' / I R ofOaf .� '?W 2.70 IN 537:7& 8DW t0,3,L. 76 b"41 F.F. 120.70 1--1EW- a 12171E'0 W120.70 / 1'4pR•°1yPDl R I ^ —_ -- O O \ G 1�1r IZLI .OD _ / // 9W IFDD. •7y/n ° •�,,\ elvpDs �I „ 3 Ip.9h ��, .40. 1 +;jr, � 'rs<n A¢ •� �. .S to -- � \\_ � / / / SS. \ 00 /0 A I IN OD pytT.S •tl �°j NF 11W 111.03 � \ y°6(, iIAV IIL/! P •(pW 111.93 � / \ S I1Ii.OD'. / ., a3 7o1L nz p" INK to 01 \ "SONS En. om.. out CUM - SHEAR ENGINEERING CORPORATION a"E GRADING SITE PLAN for PROJECT NO. SHEET NO. shins �: - M— N�+R•' — ERy God CINIbR S.W.S. RUTT CONSTRUCf, INC. 4eM SO. COLLEGE AW. SORE 12, FORT GOWNS, COLD W DOM LOTS 114,115,72,71 HAR6i RIDGE P.U.D., FIRST REPLAY 1090-24-02 bpmmd B W S. PHONE: (970) 226-5334 (970) 226-4451 FAX: (970) 2e2-0311 FORT OUMS, COLORADO 1 1