Loading...
HomeMy WebLinkAboutSite Certifications - 06/13/2014I S 4 Rej C24*x C;.de_ S .3 (Date) ( For Commercial or Multi -family Please list any applicable Fort Collins COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION FORM & CHECKLIST (Overall Site Drainage) (Project Name) i W firms co Please fill in all applicable items in this Certification Form fo ommercial Multi -Family and Overall Single Family sites. A copy of the approved grading plan must be submitted with the as - built grading plan. (It is preferred to have the as-built'elevations written in red next to the approved elevations) f Use "OK" for items checked or actual numbers for items verified/surveyed in the field. Use "N/A" for items that are not applicable to -the site,that is;being certified. Please provide an As -Built Redlined or Mylar drawing showing the following: I, A. Detention, Drainage Facilities, and Common Open Spaces 1. Pond Certification Provide Topographic Records,(grading certification with as —built spot elevations) and Volume Verification.Calculations. Show both the proposed and as -built elevations on the same plan sheet., QK % Provide'Pond`Cross-Sections and Spot Elevations (especially @ Pond Embankment and .Pond Flow Line) 0Y — Positive Fall;to Pan (if applicable) General Pond Grading including all Side -Slopes invert Elevation — Forebay Construction and Elevation — Spillway Weir (Location, Elevation, Height, Opening Width) Fort Collins Q!(,— Placement and size of riprap or alternative permanent erosion control measures Q1, — Orifice Plate and/or Water Quality Outlet Structure Installation Water Quality Capture Volume (Volume Required, Volume Provided and Water F Surface Elevation) OIL, — Berm and Embankment Compaction Level NA_ — Subsurface Media for Water Quality Ponds and Swales 2. Swales 44 N�- �TT NA N� — Location (are they within easement?) >' — Dimension and Cross -Section Verification — Longitudinal Slopes and Side -Slopes ^1 / — Spot Elevations — Permanent Erosion Control Measures (drop structures, riprap, lining) — Tie-in to Storm. Lines, Pans, Curbs, or other appurtenances — Required.. Minimum Freeboard, Provided Freeboard NA —;' /Landscaping Infringement on Flow Line? 3. Pipes, n 04 — J ; Size and Type Slopes (As -Built and comparison to 0.4% Minimum) �j�,o�� G� • o N-. — Pipe Capacity Calculations (if slopes are significantly altered from design) 014- — Invert Elevations N� — Installation and Backfill 1) Fort Collins OK — Cover NA — Encasement and Clearance from other nearby utility lines NA — Joints Type and construction ra � 1 Y \ 4. Concrete Pan Channels ` f � — Size l NAr Slope N — Cross Section l Thickness H — Elevations '.��,'i' ✓- `' 1 }r 5. Inlets •Size and Type �,. Size of Opening (or name of Standard Detail used) N — "Grate Elevation INA - Invert Elevation NA— Box Size 1 c Fort Collins 6. Street"Cross-Pans NA- — Size U NAr — Type NA- — Grade Elevations ok — Cross -Sectional Depth \ NA- Tie-in to Curb and Gutter /� 7. Culverts 0k- Size � N — Type Invert Elevation's Headwalls or Wing Walls 8. Sub:-Drains,�`.�� Size`v�� `T.ype'(Perforated/Solid) NA — .% Cover — Backfill Geo-Textile Liners — Clean -Outs Fort of F6Collins 9. Curb Cuts NPR _. Size NA — Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces 0 Overall grading contours of open spaces OK Spot elevations adjacent to private lots (property corners) B. Grading certification 1. Certification of Grade Elevations: 0 Minimum Opening Elevations M Top of Foundation Elevations OIL Comparison to 100-year Water S ervice" Elevations M -Comparison to,Freeboard-Elevatio'ns and Base Floodplain Elevations — BFE 2. Verification of site grading:' Engineer to evaluate site grading compliance with the approved grading plan. e As-built'elevations/are to be redlined onto the approved grading plan sheet showing theas-built spot elevations next to the design spot elevations so compliancecan be verified and documented. 614. — Sediment Basins f; /X NA —Water quality ponds/Sand NAAA 1� D. 09- oK Fort Collins C. Certification of Erosion Control Measures: 1. Permanent BMP Measures: — Permanent Vegetation (no more than 6" bare spots and weeds under control) — Riprap or alternative permanent erosion material — Riprap Bedding — Cut -Off Walls or Channel Drop Structures Cross -Sections j4 C yst- Filter/Bio Retention,Construction�and,liners — Permanent Netting Mats or Blankets — Mulching and Seeding v" Post -Construction Site Cleanup:'./' 1 — Construction Debris Clean `Up On-part"Iar debris affecting the drainage) — Smoothing of Ruts in all Construction Areas ►1� — Reseeding of all Areas Affected by Construction Activities (Usually enforced by the City's Erosion Control Inspector but the engineer Certifying the site needs to notify the contractor if areas are not seeded) 4 �i Fort Collins E. Statement of Compliance: This certification is signed and stamped and by signing this form the Engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the As -Built plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit`holds,on Building Permits and/or Certificates of Occupancy within this development. F. Signature and Stamp by a Colorado Registered Professional, Engineer. �T ,r Engineer's contact information:' \ \, yIAt AX-< (Name) (Company Name) (Email address) \(Company Address) (Telephone number) \ v \ l/ / i/ PE STAMP Construction verification photos For Toy Shed Storage Gravel Sediment Pit Fort Collins, Colorado 80524 May 21, 2014 Prepared by: Forbes Engineering 2908 Cherly Street Fort Collins, CO 80524 Office: (970) 295-4874 Cell: (970) 232-6014 Excavation 4' Deep Hole \� ��� �\ % `4k Af ',V­ e7 1� Finished Product _:_:am 4°kr}`_pul!-7jrra!?a'lv+X aces . G'GbainLink +�uc� LOf- �% I ?OD3y �P� fig. i o (Q' t n - d�ca� 72 l2ao 4o'r /a'.: TaIIT/�ru �erkaxr/ 5�w.cs r(/� r, yuall51,AV,,W _ 77 �� -- 2-b'�,,�adBase. h �e F 1Q J 'Al 40�/Zoxlie yP, `�LNa ,S:+' HRH¢ �o-se-H•iehf 1Z0 — _.� — — ,ZS — 57Ypeal wr9/h and lenr/fl7 /grkrn L3 I I I I I I 7?• s 1 n a` 2---- 5me T7an ;Y�d Lnno'Sr4� I Z Z Legal Pcx"?pHon 9ua/e �I^�ze//° 'eLK¢ Lor5. rs-9rvn?ork- LAeccvr VvcA f:HcD Lott Qmuran Molarle W¢ldi� diet\ 9, &l 4r �; 64m bn Pricy -fn_2xils.}_Tn 6w ma%ft6:nrck fu C;t re(4;"mGn{5.. ../ 4nyr / Wv-Sf- Er<vatron $P441% �0#a I ' iv&,rn / 7oat4 tJtawtlDn 7eare vo, r /" KmFrxy OW 67wr P:,4/�1" �iaeE/r R 8/Ilfe e`CP7P�n`rn S/�' X 70.9 B,t'cr�o9 .s��e/r�a�ia7 /area-/vOye>r f�/vG Glyn LIAIP r5ence, NDSCaP � UI F y/TlVi:4/�Z W6kAd le n%k- zlVev ke14 d.&a'r1&- rrr afros- Drip _4stern 7 DETENTION POND HIGH WATER LINE _ ORIFICE SIZING .re, orv= m /ajy MY xis VERT CWCULAfl PLATE h°"� aAe»� ,Y VERT SOUAHE PLATE �r167 ev ' asa 6rsrias y'dp oe/%fy�p. � zslne/ro.. Z+7l�4yS CAA/OyY %i6Ck/Nq 6,OW SF j p1lLL.-7FI,Y// P/i IA(q /3 &A — ff£/A P �A)rk/F/!f 30AA• /.iiA�c'sfid/L�C/._ - zS00SFd%% ZONIrVCj= Z Czti�/usfrra/hfs�� ,GfsEX/MUN/ �!/lL�fk f1�/ .NT �f�f. 7y 5K6b 5>wt*4c "As &,wr" %khollhilc # 4MbA44 Plo J gY ecoli fv�RBcs MAY 10 ! Zola --l'r ja,�f J�ev�/cp,nurt Pjan / �na/ l'7as, Lo y S ENEPG2E8.v 100we ADDITION TOTNETOY )Hr D 131�} KM"O Cl rc �t �l r COU.I NS, co IZA\./IJ v_ ; /I-TI/TAI FVAA/tn. 7IxllaT