Loading...
HomeMy WebLinkAboutSite Certifications - 01/04/2016 (2)NORTHERN ENGINEERING Mr. Wes Lamarque City of Fort Collins Stormwater Utility 700 Wood St. Fort Collins, CO December 11, 2015 RE: Drainage Certification for Fort Collins Discovery Museum Dear Mr. Schlueter, ?�`ftoved 1-4+-1L w1_ This drainage certification letter is provided to verify as -constructed conditions for Fort Collins Discovery Museum. Northern Engineering completed survey work November 17, 2015 to verify general compliance with the Final Utility Plans for Fort Collins Discovery Museum, dated 9/2/10 by Northern Engineering. Included in this drainage certification submittal are the following: Attachment 1- City of Fort Collins Drainage Certification Form. Attachment 2 - As -constructed pond volume calculations. Attachment 3 - As -constructed record drawings for Grading and Storm Drain Plan and Profile Sheets. Based on the calculations shown in Attachment 2, the as -built north water quality and extended detention pond provides the required design volume of 0.049 acre-feet of storage below the as -built elevation of 4960.98. The original pond design achieved the required volume at elevation of 4960.0; thus, the as -built pond has been constructed slightly in excess of the required volume. Based on the calculations shown in Attachment 2, the as -built south water quality pond provides the required design volume of 0.027 acre-feet of storage at an elevation of 4971.55. The original pond design achieved the required volume at elevation of 4971.55; thus, the as - built pond has been constructed to provide the required volume. We have concluded, based on the attached information and personal site inspection, that the drainage features for the project site have been constructed in substantial compliance with the above referenced Final Utility Plans, with the following exceptions: • The approved Utility Plans dated 9/2/10 called for a temporary 8" Nyloplast drain inlet to be installed for interim conditions at the north end of the curb and gutter along the 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com east property boundary to drain nuisance flows and minimize drainage onto the Union Pacific Railroad. The original interim design was for the temporary 8" Nyloplast inlet to be removed when the future curb and gutter was eventually extended to the north towards the turnaround. The original final design intent was for the future curb/gutter to drain north and eventually discharge into the proposed detention/water quality pond. However per COFC Facilities Department, some additional curb and gutter was constructed/extended approximately 65 feet to the north beyond the temporary 8" Nyloplast drain inlet without removing the inlet and creating a low-point/sump condition at the inlet. The temporary inlet was not designed and doesn't have the capacity to function as a permanent storm inlet. As a result during certain storm invents storm water may pond at the under sized/designed inlet possibly causing future drainage problems. COFC Storm Water Department and COFC Facilities Department are aware of this issue. See attached exhibit for clarification. • The approved Utility Plans dated 9/2/10 called for an interim design where the curb and gutter was to end at the curb return at the last northern parking stall and allow the landscape island to drain towards the east and away from the adjacent sidewalk/building. However, per COFC Facilities Department, some additional curb and gutter was constructed/extended along the remaining perimeter of the landscape island at incorrect vertical elevations. This alters the original drainage intent because the curb/gutter was constructed too high, and therefore the landscape island was constructed too high. This forces the drainage from the landscape island to drain west towards and onto the sidewalk (sidewalk between building and Landscape Island) which eventually drains north and northeast. This may cause future drainage problems because of poor drainage and ice build-up in the winter months. COFC Storm Water Department and COFC Facilities Department are aware of this issue. See attached exhibit for clarification. • Storm Line A from the Outlet to Storm Manhole Al, shown on the storm drain profile sheet (Sheet C402), has been constructed with a slope below the design of 0.40% (a slope of 0.2% was constructed). Given the short length of this pipe, and that it is the last storm line segment in this system we do not feel that this should create any hydraulic capacity issues. Additionally we have re -analyzed this storm line and compared hydraulic grade line. As shown below, there is minimal change to 100-year HGL. • Storm Line A from Storm Manhole Al to Storm Manhole A2, shown on the storm drain profile sheet (Sheet C402), has been constructed with a slope below the design of 0.40% (a slope of 0.25% was constructed). Given the pipe is the second to last storm line segment in this system, we do not feel that this should create any hydraulic capacity issues. Additionally we have re -analyzed this storm line and compared hydraulic grade line. As shown below, there is minimal change to 100-year HGL. � M r ft Please feel free to contact me with any questions you may have. Thank you, NORTHERN ENGINEERING Frederick S. Wegert, PE Project Engineer Attachment 1 Frt of COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION FORM & CHECKLIST (Overall Site Drainage) Fort Collins Discovery Museum (Project Name) 12/11/2015 (Date) (For Commercial or Multi -family, please list any applicable building permit numbers) Please fill in all applicable items in this Certification Form for Commercial, 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) 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: 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. — Ok. (See attached computations.) Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) — Ok. — Positive Fall to Pan (if applicable) — N/A. — General Pond Grading including all Side -Slopes — Ok. — Invert Elevation—Ok. — Forebay Construction and Elevation —Ok. — Spillway Weir (Location, Elevation, Height, Opening Width) —Ok. — Placement and size of riprap or alternative permanent erosion control measures — Ok. — Orifice Plate and/or Water Quality Outlet Structure Installation — Ok. — Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) — Ok. — Berm and Embankment Compaction Level —Ok. — Subsurface Media for Water Quality Ponds and Swales —Unable to verify. 12/12/2014 Revision — Page 1 of 6 Fort Collins 2. Swales — Location (are they within easement?) — N/A. — Dimension and Cross -Section Verification — N/A. — Longitudinal Slopes and Side -Slopes — Ok. — Spot Elevations — Ok. — Permanent Erosion Control Measures (drop structures, riprap, lining) —Ok. — Tie-in to Storm Lines, Pans, Curbs, or other appurtenances — Ok. — Required Minimum Freeboard, Provided Freeboard — N/A. — Landscaping Infringement on Flow Line? —Ok. 3. ELM — Size and Type — Ok. — Slopes (As -Built and comparison to 0.4% Minimum) — Ok. — Pipe Capacity Calculations (if slopes are significantly altered from design) — Ok. — Invert Elevations —Ok. — Installation and Backfill — Ok. — Cover — Ok. — Encasement and Clearance from other nearby utility lines — Ok. — Joints Type and construction — Ok per Hansel Phelps. 4. Concrete Pan Channels — Size — N/A. — Slope — N/A. — Cross Section — N/A. — Thickness — N/A. — Elevations — N/A. 12/12/2014 Revision — Page 2 of 6 Fort Collins 5. Inlets — SizeanclType—Ok. — Size of Opening (or name of Standard Detail used) —Ok. — Grate Elevation —Ok. — Invert Elevation —Ok. — Box Size — Ok. 6. Street Cross -Pans — Size — N/A. — Type — N/A. — Grade — N/A. — Elevations — N/A. — Cross -Sectional Depth — N/A. — Tie-in to Curb and Gutter — N/A. 7. Culverts — Size — N/A. — Type — N/A. — Invert Elevations— N/A. — Headwalls or Wing Walls — N/A. 8. Sub -Drains — Size — Ok per Hansel Phelps. — Type (Perforated/Solid) —Ok per Hansel Phelps. — Cover — Ok. — Backfill —Ok per Hansel Phelps. 12/12/2014 Revision — Page 3 of 6 Fort Collins — Geo-Textile Liners —Ok per Hansel Phelps. — Clean-Outs—Ok. 9. Curb Cuts — Size —Ok. — Tie-in to Swale, Pipe or other appurtenances — Ok. 10. Common Oven Spaces — Overall grading contours of open spaces — N/A. — Spot elevations adjacent to private lots (property corners) — N/A. B. Low Impact Development (LID) Certification 1. LID Technique Specific Checklists (see attached) — Permeable Interlocking Concrete Pavers (complete if technique utilized on site) — N/A. — Bioretention Cells (complete if technique utilized on site) —See attached checklist. C. Grading Certification 1. Certification of Grade Elevations — Minimum Opening Elevations—Ok. — Top of Foundation Elevations—Ok. — Comparison to 100-year Water Service Elevations—Ok. — Comparison to Freeboard Elevations and Base Floodplain Elevations— BFE —Ok. 2. Verification of Site Grading — Engineer to evaluate site grading compliance with the approved grading plan. —Ok. As -built elevations are to be redlined onto the approved grading plan sheet showing the as -built spot elevations next to the design spot elevations so compliance can be verified and documented. —Ok. 12/12/2014 Revision — Page 4 of 6 r Fort Collins D. Post -Construction Site Cleanup 1. Permanent BMP Measures — Construction Debris Clean -Up (In particular debris affecting the drainage) —Ok. — Smoothing of Ruts in all Construction Areas — Ok. 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) — Ok. 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 Engineer's contact information: FeeJno-:C.k S. +yez!1coot (Name) TfCJ@ Ke.fl�ac•,�;,.evCwy,ctyy (Email address) gZo) 5(.8 - No (Telephone number) 90-44Cr.4 &&.,i ZACCANl (Company Name) Sal N. Howes St., 5L. 4c lQo (Company Address) Fo:-f eo U., 5 . c° $052.1 �uzuuc 45018 s � r3k/ONA<_ EN PE STAMP 12/12/2014 Revision — Page 5 of 6 L Ly+ 6> L a 0 CIO O C4 A z z a Z Z Z Z z z z z y z z z z z z z z z z p w u O z> e � q o bq u y > 3 a� 3 ,��I! y y 00 �1 VJ b 4+ VJ by 4.w U Cd Piz �•. � U CL cd y i". U 0 N 9f". y 3•. CIO. y0 y� O93 •.;. y .b \/ O �.. N N N i-i O . _UCdw 00 (C 110. o •o o c E� m �, �♦ •� � -1 o 0 .� a) � H W 7�Cd /'-'1 O Q% O 0 Vi v i••I "o s .� i .. S) U O i. U .� 0 U U k .� a`�i ac°i a`�i A a c° _ rn o o Y GCL > >% G5> b W 4) -O -C -O 10 � Q-0O �N �Ny [n a U U �� y0� W W I O I _G F��I F� 1� @ � a x � ■ � a / § §� E % g . a\ ƒ �\ f � % § \ t § � ( \ § § \ƒ/ \ § $ § - k// \ 2 a ° / § &§u °> .3 E § \ � �E5 §b �a/ °E \ $m �2 a .§ E » .§ u O O O O C s Ch En 3 bbb 0 0 oo � N U it U U ,vU 3 3 a a cn U) o '� � 0 0 0 � � � •3 •3 •3 •3 0 0 � 0 °c . 3 3 3 � a� a� bbbbbbb > > > �bbbbbb � A as A c A m A co Z o O Z O Z O Z O Z O Z O Z O Z O Z O Z O Z 3 0 z z z z z Szzz 2ZZZZZZ4 �z C Z o ce >06 a d a a � D 0 9 �, > o c 0 3 a� &� p •� U ... U O tF. y v, a •� 'G U .� rl •cd �" � O RS � i". cd U ,p .�.I •.. y � ,� •O C>ll U .1••I i-1 •V +5 rti U C, S". w 3 c' N� cC > O U 'b N 'b E y C O 0 U b .b ,� O U ,n ,� .b Q CAa ° o v �, o o lb b Q) � °' c b d k •,7 O bcd a� b C v }vy 3 > i �.�. o [„d.4 Zw ai U � U c c ~ 0 ... U a a O V 4� O CU O N += > .4 � N N P. {�* OL xbaa m° w V� °w° w O �QUU��� vUi N � %1 uLL k . \ ( - ( § ( \ \ @ m 2 § ( ( \ g \ ® \ \« \ , ) ( ( ) \ \ ¥ ± § 9 3 » � � > > > a 2 0 Q 2 2\ 2 \ \ \ E a \ R \ // /D 8 , 4 z x§ 2 x 4 z x 0 2 t 2 a e a C Ws « 2 � \ 3 % c / � \ \ ) 2 \ to r. \$ ƒ c.§ k •R x g 8 � 2 c a c § ) \ ( k © B ® _ # § cpt ] '" § .2 2§ t% e \ / b § 1-4 7 $ kg k \ 5 Q/// f 7 QL>m»w / § Q.§ Attachment 2 NORTHERN ENGINEERING x North-NWtionPo"nd St-'-b1Storage Curve: Project Number: Project Location: Calculations By: Pond No.: 532-002 'Fort Collins, Colorado F. Wegert North Detention Pond Project: [Discove Museum Date: ;12/11/2015 Pond[Outlet andlV.o'lume Data Outlet Elevation: WQCV Elevation: Crest of Pond Elev.: 4958.17 4960.98 4962 WQCV Design Volume: Provided WQCV: Elev at Design Volume: 0.049 acre ft 0.090 acre ft 4960.5 Existin Pond Sta a Stora a Curve Contour Contour Surface Area ftz Depth Incremental Volume Cummalitive Volume Maximum Elevation Minimum Elevation sq. ft. acre ft sq. ft. acre ft 4958.2 N/A 0.0 0 0.0 0.00 0.0 0.00 4958.5 4958.2 37.8 0.3 6.2 0.00 6.2 0.00 4959.0 4958.5 265.4 0.5 75.8 0.00 82.0 0.00 4959.5 4959.0 962.7 0.5 307.0 0.01 389.0 0.01 4960.0 4959.5 1,781.8 0.5 686.1 0.02 1,075.2 0.02 4960.5 4960.0 2,852.5 0.5 1,158.6 0.03 2,233.8 0.05 4961.01 4960.51 4,123.41 0.51 1,744.0 0.04 3,977-71 0.09 4961.51 4961.01 5,257.41 0.51 2,345.21 0.05 6,322.91 0.15 4962.01 4961.51 6,717.51 0.51 2,993.71 0.071 9,316.71 0.21 D: I Projectsl532-0021 Drainage I DrngCertl 12/11/2015 8:54 AM 532-002_Pond_Stage-Storage.xlsxlNorth Pond ■r '� I NORTHERN ENGINEERING StorageSCurve3_ z'SouthDetentiontPond��Stage �t Project Number: 15321002 Project:riscove Museum Project Location: Fort Collins, Colorado Calculations By: F. Wegert Date:.12/i M2015 Pond No.: 'North Detention Pond P.o'ndl0'utlet and►V'.olume Data Outlet Elevation: 4971.55 WQCV Design Volume: 0.027 acre ft WQCV Elevation: 4971.55 Provided WQCV: 0.032 acre ft Crest of Pond Elev.: 4971.64 Elev at Design Volume: 4971.55 Ezistin Pond�Sta"'�Stora a Curve Contour our Surface Area Depth Incremental Volume Cummalitive Volume Maximum Minimum sq. ft. acre ft sq. ft. acre ft Elevation Elevation ft2 4970.6 N/A 201.1 0 0.0 0.00 0.0 0.00 4971.0 4970.6 988.7 0.4 255.8 0.01 255.8 0.01 4971.5 4971.0 2,150.3 0.5 784.7 0.02 1,040.5 0.02 4972.0 4971.5 3,804.7 0.51 1,488.7 0.03 2,529.3 0.06 D: I Projectsl532-0021 Drainage l DrngCertl 12/11/2015 8:54 AM 532-002_Pond Stage-Storage.xlsxlSouth Pond Attachment 3 z 00 Qto zILU w ZIN 0 W UpmIN OI LL H 1........................................... UNION PACIFIC KAILRUAL) LIIII IIIIII IIIIIIIIIIIIIII IIIII IIII-IT I`"---'- � TEMPORARY .INLET EXCEPTION , 1 � Iwl. �raEer.. eamsa eIQ� N. COLLEGE AVENUE LEGEND nvorB sTval ETEa AIO'64O SWTNtY EEA PNapgp r .ATEN Y.N —� r— N+GPosa uFOENma.D nrcTrc �— PNaOSEp Gaz Ism wws wnl) NO —� NlmAan srwY Nln rE r,a� sE Ua(11Y. Ism WTE e) • a- � WW` . GUTlf11 FN�`O9m A[AWOWT NTaOra srNE NPNU..E WTS a GEw.wE2IT - ... - r M6A8D {SLOT I= FpE PNGPceEn a-rooT snm rol¢ } ----do- EASING &EPIC EASING NO(T-m-Mr EASING EAEIEIR 01 NIO.OR ------- - EYSTN. Tf( w p my "STNG BTU. EEa EASING SMITHY EY4A �1 EM1NG UNgWTUMO ElECT1eC —i EASING (ACTIN: AID Fm+ --�-- anc wcT .ArN E0 EASING YOU Dune EASTNC GEE 1pEV51(N E]vSTNG EASING nEFS EASING E[4 6 11Q6 V \ /�_J\/ YOI-ArLLGTTp(K IERND/SE/OG. U.A. - URIrY M1P.E21T UA GNA.A¢ Nq.EI(r A UM1ITT A OW11AE AUr.E:iT ". - Eernm..i ACQSS Fuo.nlr '1 `1 � f cvE uru:r w.r�u. nx rv(laoF K F1 NOR IH 10 0 A w YO Fs1 M (£r ) ]0 a NOTES FASIMC I.OBpgUD NO O1EaEFD NE)C Af. UR2ES A0. r10M FIE THE FD USIEIIG TO ro nE ESTT NFr.urw AVAwe ro1HE U(OQH. mF UIaEEA GEs MOl rAMNIIFE M FmlII{A0" 7T K K TIOE SIN AS YIrITY Y W NO EIINRS WAY wl E SIXNliT 116 QI AS MnURp OI A[E pM�IGS nE Wf1RACrp1 b11NL E � m GA Fn UNTr c (PIAi1G Mo IrVA10 Pr011 m Nrc owsTlAlcna(,Dro YF16I isAcr M1utt Inu 1 .E r.nD mxrN.crm SNNE rElOrU1E uTUTr umuts s' aTSE a rEUD IIIm wrm anENrE. Doer IuwMp (IgaxallK wo rnTlFx) eF Fu ululY WICCIIU� Nm nE PM'1A80 WNL E mUd1ATfD ON N4.OSfD MUIwTECTNK Nuns ]. M1p1 EIINII] IINL E I'RE N W4n{. INIq YNIS AD FIE 116 rlNi E AAA L-0.W P5C {. Fu sAllTun 0MU] rU1l. E .11-M nc n YNITw 10-i00T Ilr,MTK MD 141- ( tF1rr11GK I EPAMTNN ETSEDI NL f MT ¢ WA E OAM t sE.aara e. ME dS1NG 12-NOI wTFEIE Y/3 11M =An!) w NEW .AEWS F N ATKM PNooEn er T1E 1m a FIT WIA2 TE COnA1C1O1 9141 COf101 TE IlICA1KI1 MD nEYATIrI P10U1 ro cormmOTlal ro FrslE w Ls.lxrs E11Sf ON PNaoED raoE2olTs. F. IEipl M ECnOI 1..1(E) Ei W lND us CVE FU1 N1pEA1L UES M A MAlU1K 1GTUE NiiFA lPE. 11E A rUE R 0 A Af M MEA m nE NATUIM. FTArTIE rARFB I1E AID 1NE EASIIIG EIL.IIDS MD/ON IK lP1NE 111K AS YAY.1 p1 TIEY OU.OS a .ETA ro srt EN:CIINUL NAPS rw Au ESIDUR F{D PoIEN IlE wINwC F➢11 ETE tg11NG 0. nE W1rlXN F OY GARE EUr( ql � MY URI1E5 AT 9Or1 (M AIDS AW MMiIITK 4Y.EIfT3 OET NNE Ns.OA.IED IIIK 000FS E Uo' UlAfrS 4 E R1.Le.EO n nE API.O.AE U1NY EQPANY. IC. 11pP0lfD UiL AS ND.I p TR CIU.Y Iql M or.I[cTIG. MIT TO 1K r 0 ruLL IIGFDE GEE TB1VO.'N No I r N1D.ET (UE 2- wouln AID . 9AE CUwT (OA 2-wl GUwn EOM COU.15 9WL E EOEO WUNF M WJEI. /11 PN6OSm vwETs sou WE AT aFa vAMMUTs 11. we rTMR ro E FNO�OFD n mNwsr. oolcAsr s(NE IIFeE TE wrIEellv(ro ME tncAE 1E1A1( IEEEOOI TIE BE[ um YMrI oOIA(T AND PIAL ALL GrE rn. TE 091WT. 1K COSR 6 lE WE. IISTN1Alg1 a nE IIIaOrD YYILT, .ID .OM 1�101 SOEOUIE Ml PK GOPIIS P.W 1K GOIECiMI PENT ro 11E V.LLT AT LE BENDING rWl. E 1K IESPOI�FIY 611E OErf1ANA. li iHA aw SfAMfE m E NgTRD EY 11E nTY U" FONT OUIM 11E OT1 EASE my YAE 1K WIT w I ro 11E L0Ill IE1gS( (AIPNOWAMLY 2W-iRT A . nECIRC/i WE( alle T. TH ND rWl Pull ML GEE r Tm ATE p1 mm r1E WSR NL FEFII WIIL CASE NSfMIAMN 6 E TOD v11E PN ' AND 2�IP( RIEDE W PAC eODUT Elml lr) YIL15 SNNL TIE RE9'4120)fY or tE ESEtarn nE Fan ants WDisT 9W1 E FA.PFD rM A ENE PIAL TAPE ND lE TTE)IU( SIWI. E tutTaum rM rEA Fu ro TE Ta 6 1E rnIDUT. la Fu caauT FEw® er TE ouITNAGIax FnN cAEE ND nm( aM3 91NL E ElIN4D rM PIAL TNS ND IINI.TE IrE WI nE HS6IGTNM 6 F/Oi UIEIIY EOIPNIT. 1{. EIECAC ENMS m E RI[nrEO EY UTY OF fbtT CUINS THE aTr r1N1 NSTNL ME 1NNIrl1YF11 ND N.Mr IAE F1tDY TIE XLIIFtniOx PGIIr AT TIE FU15rNt IIFr(m 1NE 1NMfINER TE WSf 6 TIE MIMY {N TNMaI)..E NO NSTNIAIYM 611E YCOtOMY 1lE faW M TnNIrU.EN ro M rED01G solo E TIE IE9'MSl1Y a TE ETf1aFR w(TNAGIUI a E9•WS.r FpE SELUDMY uE F1DY 1..IIISp.EA ro 11E ..DIK. Is. aAs r1Eaa ro E FwvaEn Er lag ErmG7. 21L1 sou 1mL.l 1K .OE uan YASOI COUIi. XSTALL ALL 2-Iql Gs r.w¢ ADO 11E rE1vE nE wsT of Au t1E sn.¢ Ntf/ll/.1YN sYil E TIE r9YN$11Y a 11E E1r169L CiLy Of Fort Collins. Colorado UTILITY PLAN APPROVAL MuIn 94dL r _ . 1. CHEUED BY. r r CKp EV By C Y Pru 10 & �t.. E'IEEKEO BY. _AOL _..T` nEEY(FD BY: TTTrrriii Ele' ror - - REViSr� 1 AflCHIIECIUHE 1805 29th Street Suite 2054 Moulder, Colorado 803 Phone 303.449.8900 N NORTHERN ENGINEERING 200 S WY.E AgNe. 5Wr 100 FN( "IM r:NSrb w524 PHONE 920.221.41 M FAX 920221.e15) Hensel Phelps Construction Co. O W > Z O J J U O EC LLJ LL Z W OD 5D J L O O o INI— Q LJ� O 00 LL o 1q* mod PROD. NO. 809001 00 DRAWN KRB CHECKED RKP APPROVED RKP DATE OSM5110 REVISIONS UPDATED CONSTRL DOCUMENTSET 02/0An 1 10 OZ ARCHITECTURE DISCOVERY MUSEUM Nst1ED FOR FINAL CONSTRUCTION DOCUMENTS MEET TIRE ITr1LNY PUN SCAIE SHEET NUMBER C300 ZjrF Q1u ZIW Z B) UIW L D1 N O u. TINE —� epxECT ro EXIsn swDAxr' ` s2Wm MAWwe rM PRmoWn . F%IFIWK CNm ta4RIwS SxIIL , INVIX UNION PACIFIC RAILROAD ` "E aACID WINED ' IX 0' IXV. IX•LLP BY T. INS HE AS xV SX.AtxPRR��Jp`ea 1 p}TOy B' SS INV. IN-♦E1B.#}}[1 J6 I — ... _ ... (SEE WE Mx DE-.P �J J J woswcrM IFS FORARY MEET sMItARr xv-t»T. BURNED - NB n \ 1 ' (WE (BUILDING PVH) " r Y iY. r \ 1 PR69tn BWXDARr ELECIR (SHE \ �... PRODUCED .mac GSED FW D i Ca 1 (SEE GRADING P uN) P E,ICI,s - Ll / .RiO(OWD RC6 OPNN ^ `. (WE LRMANG PLAN) " BONDTB, • BOB IIMR t E 194570,97 sEYA aFAXWr '\ alum CMMECnas x BA3ie.3•>an / S 0 REDUCER W/ I (WE NEW: Y) E 191BW.YS RS.p! ' { i s Nw CANE VALVE oFPM1YCUT CO NEcna xv-N•E•.Y t {, I (SEE Mal/11ECH aUWMaSJ CORRECT TO A -INCH ( { HYDRANT UNE WATER CCNNECTONs CARE m S IxM YRNQ WATER PAP) G (YE MOTE 2) INw16611JIMS ppOPpWp' R(nNWa (FEE IpIE 2) (SEE 1 , A SENT INET �? 1 1 �`.b, aoDP TRAY mrI (DES I M����n (m alRpq xAM) Cm I -L ilm�N•6t =14 — PROPOSED �v i ( mao' I E IYEWIBYeR _- __ BUILDING EI 1 {/RfR ORBS PlR I SYY2YYIRlO r-- WPPIR NETT R RRGRO RAN' I/.W ESQ AT O/P IS' /MY YRCR t I F E Sm AREA RA L\$r roPR OPWRB A-♦`A,W� ��(SEE tlUMO Rom) AND sTMIM WWFR GO nk' t NR NRl/GroR PONT) (YF GRADING ^ .. �A, . , RRRo OUrim WN 8 WWATR YAM I ' (BEE / ' EE WAIIX PAR ) _ I I \ PRWOWD EAA papNOE AL ERROR VAULT - Em X48 OPTCE (w-.♦NNCTOR w W. IF GABLE CM PENCE) � (WE xIDTEs BOYI) PROWDE AT IRAEE GAIN ♦ '— _______ SAW NM ccucA AT (u1aM'nC(D)) \ P ' NA'lRILTJe RAINY p r/ACJNow ~Ec" RUINS, Ix N WIYY erwYfAR = mom WA! ♦ WxEGP Y SERVICE i roN 1DtB. NAME E IGEM♦. OAM ` ♦ ♦ ♦ ♦ i ♦ (4F NOTE B) _ -- BUf}�/ ♦�\ 1 r ♦ + s �♦� ♦ ♦ { EXISTING WATER •\ 1 i ♦ ♦ ♦ ♦ ♦ a ♦ ♦ WAUTY STRUCTURE wM T,>- \ .\ ♦ Sk EEECiWiK WM RAN El.a- wo, J ..�. I. RaiPo TONNRE11- / I \ / I 1 / I / I N. COLLEGE AVENUE LEGEND: ® NORTH 'wiln ca BE PER asMAR I 1` I I 1,• I I I 1 I I I I TES STOWAATE (SEE naw veal I I I I .. I tWD BE.. \\aR(p J 00. - IF 1 \\ I I I I \ �� J• II\J PROPOSED STORM EERW PROPOSED SPRITARY SEINER DO 0 ,AS GO Sp Not PROPOSES OWESEE SERVICE PRCPBYO B" WATER MAIN y11NN FEET ) ao E PROPOSED UNDERGROUND ELECTRIC �{— PROPMED CABLE (WE NOTES BUILD) --GET'— NOTES: PROPOSED GAS ME o Ex5nES AS ARE AND CAT D ACCORDINGAORG Axo PRIVATE vROPosED sraRY w1fT r� NFORWA AS SNOW INDICATED M ro ME BEST vA HE ACID Y OF SUCH ME MURDEROCES PROPOSED 41E COMBING (FLEE xOrE 9) B Q• rvoi TY MAINSAVAILABLE £ THE fs ACCURACY OF STRAIGHTCLIN Snits UTILITY D`CATEDP Xs Es r NOT BE STRAIGHT LATE E PROPOSED AURA E cuirta LE THEM D THE COMPARES SHALL BE PROPOSED AUCxY[xr PEIVATE) A n r TIOYPPN Es VERIFY LIC EXACT P -- -- PRIVATE) PRI i0 CONSTRUCTION m \£Mry Ex/.cr unLn ; � \ PROPOSED SWALF =- = DUE BUIUs. APPROXIMATE LIMITS OF DEVELOPMENT 2 THE D IOING LDING CHORUNLESS SHALL TERMINATE UPU EX LATERALS 5 WCATIO OF KARZON AL MIND NOTED VERTICAL) OF ISEALL ILAGr PPCPMED A_ROOr ,0.00 RACE UMCOMO (HOC O THE RHO SDBOILCi ALL D, BE CMNECnd15 KIM ME PROPOSED BENDING L DATA BE PROPOSED 6-FOOT BALD fEHCE Der WATERCOORDSERVIATEDCES ES ALL BEET AS A ARCHITECTURAL WATER M$ IF EXISTING BUILDING J. FIREFLI SERVICES SHALL BE TYPE X CMRfl, WATER MAIMS AND gltE LINER SMALL BE ANIMA C-900 PVC. EXISTING RICNi-0hwV e. ALL SANITARY YFNCES SLATE BE ,MR-M PYC. EXISTING EASEMENT OR ADORNMENT - 1 -F r HORIZMr0. AND IB-INCH VERTICAL MINIMUM 5. SUICIDES 0 CO EXISTING PROPERTY BOUNDARY YPARA➢W BETWEEN ALL SANITARY SEWER. WATER MAINS I SEANCES. EXISTING STORY SEWER c B. ME EXISTING I2-NCH WATERLINE HAS BEEN LOCATED W THESE Fgma1T' BJIMDMY EXISTING SANITARY SEWER - F SPEKSAWARDS THE INFORMATION HAW CONPROVIDED ME LOSE TI FOPS cLWus. PRIOR TORAANON CONFIRM ENLO Could EXISTING UNKRWWHO D£L1RIL EXIST MN PR r0 IMPROVEMENTS r0 ENSURE 0 CONFLICTS \ ens wM PROPOSED uPRovEMEINrs. EXISTING ANG MD FIRER ONTODUCTCT BANK ) REELER i0 USES INJA NATUOF RA THE MATURE USE CODE NIX( ALLOWABLE CAWS L fEANRF BUFFER EWE. I FpSGNC INSET NTWE Fn BEATER ZSUF s ONE AND AS E EXISTING E MEP BETVEEN S A NATURAL Fg511HG GBf IDFNA:H c v PWDREFEATURE TRIALLAASUSHORN ON MERL DRAWINGSNA . NDs AND ME \ EXISTING GAS ME RE ASTER 70 SITE ELECTRICAL PLAN FOR ALL CONDu TS AND POWER EASING TRIBES NE ROUTING FOR STE IGHTNI & ME LOCATIONE OF PROPOSED RIZ TAIL ALI As SNOW ONLY THIS EASTH6 EDGE LF TREES DPPWNG ARE SXOrA FOR ENS OF TRY UMOTS WILL L BE AND ARE YA.A �J PERFORMEDPED B OE4GN5 CE TRY UnCOMP NY, BE By NNE STREWNR DIE HIS TTYDR COMPANY. \ ,uWmcnau WEn.MD/uEAooW 1 I \\ 1 �191\ N0H- rJF Bo. vacvascp CABLE AS sxoW ON Ms oRAwxc mou ME /-\ .W9.WLnP1.LL CONNECTION PUNT i0 MEBUILDING .SMALLXLwOE CABLE WEnAD AAND HIGH SPEED INTERNET (IV 2-INCH CMOD) AND A SPARECONDUCT (USE 2-INGST CONOOBOON CONDUITS rs EMFSr TEIVHD NLOWPLUN STATE BE BORED UNDERNEATH ASO COURT ALL PROPOSED VAULTS sxnu BE AT MADE VAULTS \ EAQALMT AB MATIM`: 11 CABr LE SERVES r0 BE PROMMM D BY CCAsr. COMCAsr SHAD 'HOE A# GRPLE v T \ \ UM A. TRULY ALIGNMENT MAKE E CONNEcnM To ME LOCAL NETWORK.PERFORM ME FIBER OPTGi E.A. DRAINAGE AUMENT BORE UNDERMT MASON COURT AND PULL ALL CABLE w N E EVRIM B'(0)) UI - UIDTY I DRAINAGE ALIGNMENT CONDUIT NE COSTS OF ME BORE STPLLAEON OF ME \ \ EA.A. WONDERER ACCESS ALIDLWENT PROPOSED VAULT AND BOTH 2-INCH SCHEDULE 40 PVC CONDUIP, FROM THE CONNECTION POINT i0 THE VAULT AT THE BUILDING \ xQ x%F TSI SHALL BE ME PUMIGNaBIL n OF ME DEVELOPER (. \ AN a)ATRIfr/R FIBER OPEC SERVICE TO BE PROVIDED BY ME ANY O NLAr II } * COLLINS ME GUY BEALL MAKE ME CONNECTOR To ME LOCA. �rtKWLM: \ Ay II' I. NETWORKU(APPROXIMATELY TOD FF£L EAST OF ME ELE BEv TSTNNELUNDI)LBERLAERXAIMONH` CO IEOSTS OF FARTCCBLr1n0N`: \ \ �_ W I PROPOSEDVEAULHLM AND M SCHEDULE PVC \ \ CM TWEE Ts SHALL BE ME RESPMS'BL r O¢D ON E DEVELOPER. OPTIC CONDUIT ME ISUALLL BE .Ace \ X EQUIPPED XEWFO R SPARE L TO MPULL E TOP OF ME CONDENGH u TALL PF y \\ \ I I13 ALL CONDUIT PLACED ME CONTRACTOR FOR CABLE AND EBER \\\ \ W BE JUSUPPED MIT PULL TAPE AND LOCATE "RE BIHC ELEOIRILK PER E SRLACAMMs OF EACH UTILITY COMPANY \\\ AH FENNN ICS I' `I \\( T NS W i B DI I A II IA ME TRICCITY SERVISxALLLINSTALLLL MROVIDED BY CITY EE TRANSFORMER AANND PRIMENT ARY LINE 1 \\ S M \ FROM ME SUNNETMIEM PANT AT ME EXISTING MAI N TO MEIN \1, I EwsnNG ` TRANSFORMER MT OF ME PRIMARY LUXE SFORER \I\ iRRY I C D TPllAnM BE ME SECONDARY LINE MOM ME \ I A-xMl TRANSFORMER t0 \1` ME BUILDING CRATE BE ME RESPDXSBUTY OF \ UIE gMYD ME DEVELOPER. TRACTOR S RESPPY9BLE FOR SECONDARY )I\ \ \ \ \ LINE FROM TRANSFORMER i0 ME BUILDING. E. GAS SERVICE TO BE PROVIDES BY XCEL ENERGY, XCEL SHALL \ \ \ \ 2 PERFORM CE BORE E MEP MASON COURT, STALL ALL 2 4A5 SEANCE MO THE METER ME OUST OF F ME D SEANCE ®' I \ n4 \ 9MM I1lF A \ u SGLLATpI SHALL BE E RESPONSIBILITY OF E DEVELOPER n L \ \\ II (IIE BTERM PM)\ I To qlt� II \V I \ \\ (ME WCEPPAN) t I Q1� �IWE tl1ADENC PLAN) 1 *A EIIIISRIn -3 AT RECORD DRAWING ie By ME FIT 4 ° ... 1� Y rALLenm RATwxrsxrm OF KAaW MXf EEIDW. MMHAS WW ANNE CaIE I WENGI FEW FEW THE City of Fort Collins, Colorado UTILITY PLAN APPROVAL MR OHD' l r CHECKED BY- IF Wr CHECKED BY: _ T CHECKED EVC CHECKED By'. CHECKED BPINK, rMMMI Y: i "No" L TdLt rnr-e AUUH1111UHE® 1805 29th Smet Soice 2054 Bouldu, Colorado 80301 PhoEle 303.449.8900 m NORTHERN ENGINEERING pW EcuN WIIMPA Avenue, BEAR TOO PRO CdIIm. ColCKI W524 PHONE: 970,223A1W FAX 970.221 4159 W✓.v rcMem✓glmalnLFAn O W z O J U U) CC U G ~ (n L IJ ILL. EN LO Z � 00 D J OU O O DO O III - LL WI 808001.00 DRAWN: IRS CHECKED: RKP APPROVED:RKP DATE: 05105110 REVISIONS UPDATED CONSTRUCTION DOCUMENTSET 021WIl 0 OZ ARCHITECTURE ISSUED FOR: FINAL CONSTRUCTION DOCUMENTS SHEET TITLE: UTILITY PLAN SCALE: SHEET NUNSER C300 N. COLLEGE AVE �EXBTNG STORE WALL I IN FEET ) 1 WANT - 30 2 LEGEND: PROPOsm STORM SENOR PROPOSED SANITARY SEWER PROPOSED DOMESTIC SEBAGO PROPOSED BY WATER MAIN W PRCGOSED UNDERGROUND ELECTRIC �— PROPOSED CABLE --OIV— PROPOSED GAS LINE —<— PROPOSED STORM INLET PROPOSED STE LGHTNO ® [} PROPOSED CURB k CUTTER PROPOSED ALIGNMENT --------- PROPOSED SWALE - — PROPOSED BIOSWg APPROXIMATE LIMITS BE DEALWMENT ANN III III PROPOSED a -FOOT %0M FENCE PROPOSED S-FOOT xCCO FENCE ❑ o- EXISTING BUILDING EXISTING RIGHT-M-WAY — EXISTING GBp1ENT AN ALWMENi EXISTING PRSERTY BOUNDARY EXISTING SIREN SEMR EXISTING SANITARY SEWER —... SS EXISTING UNDERGROUND ELECTED �— EXISTING FIBER GETS 0— DABBED CABLE IELEW9aN EXISTING GAS MINE �- 0.5-FOOT FLttOWAV PEMA IOU-AAR ROWPLAIx I�I� PEMA 5001 ELOMPLAN V . ....v. NATURAL FEATURE BUFFER LOPE EXISTING FREES EXISDNG EDGE BE TREES xM-LMSgCTpIA XEMIB/YFAOOW .WISDICMMA WEMnB FOREST WTLAIO ROCDRAW CASEMENT D.n. DRAINAGE - ALIGNMENT D.A. - J7LT` uliawEENNTS NOTES L IMSDNG UNDERGROUND AND OWMEAD PUBLIC AND PRIVATE XIX TES AS SHOWN ME INDICATED ACCORDING TOTHE BEST FORMADpI AVAILABLE N THE ENGINEER. ME ENGINEER ONES NOT GUARANTEE ME ACCURACY BE SUCH IHFORMADCN. EXISTING UttITY MAINS AND ;RACES MAY NOT BE STRAIGHT LINES OR AS gCATED M THEY DRAWINGS. ME CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UDUTY COMPANIES (PUBLIC AND PRIVATE) PRIM TO ANY CONSTRUCTION TO ABNEY EXACT UTILITY OCATMB. 2. THE EXISTING 12-INC4 WATERLINE HAS DUN LOCATED M THEY MANNED FROM INFORMATION PRONGED BY THE CITY M EMT COLLINS. THE CONTRACTOR SHALL CONFIRM TIRE LOCATION ME ELEVATOR PRICK TO CONSTRUCTION TO ENSURE NO CONFLICTS EXIST WM PROPOSED IMPROVEMENTS. J. REFER TO SECTOR 1AI(E) BE ME LAND USE CODE EM ALLOWABLE USES IN A NATURAL FEATURE ALI FAR THE BUFFER ZONE IS OPENED AS ME AREA BETWEEN TIE NATURAL FEATURE BUFFER LINE AND EXISRNE WM DS AND/M THE PWME MAL MS SLOAN M MEY DRAWINGS. mWV o WHIMURE 1905 29th Street Suite 2054 Boulder, Colorado 80301 Phone 303.449.8900 N NORTHERN ENGINEERING 2W YNII COIIere ALmme, Suft IM FAIR WIIm, CNI EXCI PHONE: 970.221AINT FAX: 9) 1. 4159 wW.m111N^erl®vdPEam Hensel Phelps Construction Co. i 0 Of 0 W 1n > z_ O J J / U� 0 U) S L r 0 0 V U) LU LL � z 00 J J 0 O o N� Q DO LL O CD DO LL PROJ.NO. 805001 00 DRAWN: KRB CHECKED: RKP APPROVED: RKP DATE: 05105/10 REVISIONS UPDATED CONSTRUCTION DOCUMENT SET 07/W/11 Q'. 0 02 ARCHITECTURE FORT COLLINS DISCOVERY MUSEUM ISSUEDFOR: FINAL CONSTRUCTION DOCUMENTS SHEET TIRE: UTILITY PLAN SCALE: SHEET NUMBER C301 zli- 00 0 FI6 71W ZLU =IU) UIW 0,IN 0E --- UN10NPACIRC F 11•.I 11 I I I I I I I 11Lid _ _ I I _____I I N V I YJJIILI 111 1___ PROPERTY BDUxOARI ( I ( 1\ JLROAB--===' - ----_ IIII.I.JI fill III ----------------- 110PE I. / �t / 10• xME'a sX a INURE �Or MPE0S - •n i \ / SEE OHApxG OCTAL C ON ' . SWEET` CAN MINT ' Jam EX IT ANTE FINISHED FLOWN \ \ I DE WADING (SEE ARCHITECTURAL MAMHGS) 1 1 i WTAIL 9 OR SHEET Cl,0 \ FFE=49:6.9 hj 4 E %PORE BAN O BARRIER WMOx \ I PROPOSED ••+•APiAs�SHOWN BUILDING /\ FFE=4973:87z s> MOIMIIIWIE LOCATION OF FM9m NqR BaP ANtlTECNML ONIMRS) IS• 1\ 4 v \\ `F 1\ (\1 'N m _ � -� 83 6NUM SibE \InAEa AEON 1 ` S � ,,. _ S6IExT Mm MAWIFF SMUCIAME OIIPNL HOMES SET A NEA 1 :EY: ® NORTH e' FEs w/ ImxAv vAB 1 Q TIME xs•16' rz'-4s ax0 ® CORRECT tr E ROMAN TO SO m NO GET^ °' XSFE OETMLSI ISSJ9626 x ,SSZSa ]0 IT POE AT MAZING .1REI E 19"14.M E 19461297 IHV-497250 (IN ELET ) F 191655.24 010,4DO89.17 Rs B) 1 YM ]0 A. xv-w6ABie0n O r xnG%AST INURj %,ONCE 1xAmc RATED 1• M1XE z OR ARPRD� CWOEARWT uPswEw a Boo ® W NT-2ST NONE DRAW LEGEND: x I.xwB4.s] Iw9i14 RODE VAIN/6- snminxr w IPPROVEo EQUAL Xb916WOR; E 19162796 3ANCE CNO59NG x,SSSJB. 1966.61 (AAIF-wiNF>P 9RNF OPAIN INV-,969 R6 E 194444,38 PPCPoSF➢ SttPY SEYRA NV- w8].91 _ GRATE-w6tiB6P 16 O CONNECT TO C EWMAINN 6 SANITARY INV-4966 ]I NW w6699 099 PROPOSED STONY MIST MAN AT BIMdIG (SEE NOW ]) 1 wT.O X 13 54.65 1® I2'-W MINE 1 -22 HH PROPOSED CURB f BITTER O 49B.M -32NW 5- SURE) -E 19455].1] E 19N41.S 10 PFCPoSEp .WBIYEHi ErvJN]0]5 INWw]0.16 RV- 4980.89 94615.04 1® CONNECT ro IT ROCIF WAIN ® PRVJ4� ➢ swAlE -4968.N AT WILLING SEE NOW ] CLE O TRAFFIC RAZED � AD 6'-z25-,BEND 14 PROYLE f TRAFFIC RATED INLR E INV-496951 ( ) CLEAXWi UPB,RENI a Ei,NO x 1 µn.14 CLEM T WSIR LAW O SEGU 15.6' WE E 19 6s PROPOSED 4-FOOT WCCO FENCE 11 „51B' WE H ISSIBI.16 PROPOSED a-iD]i MW fEHCE O Hs -AP TEF 1112118M E 194400.81 _ _ _ _ _ D 62 E 19w1}48 OA1LIOli B' OIAH E 19 14." NV-MG&QG Ixv-w]212 ro POO APPROXIMATE uYlls CE DE9t1CA1FNT 4966.56 FRONCE 1511r REDUCER 1© COIIECI 8' BCO MAIN TO H 1}.MI54I PROACE 18-Ar IELVCER UPSTKMW O' IS.B' WE 6' %PE Al BJILnHp 1 E. 1;12B 4 EXISTING WALLING DOWNSTREAM O I6.B' WE _ INWwn.10 NW w6B16eau CONNECT TO B FROM MAN (5EE NOTES ]BB) LM APE WALL EXISTING RIGHT-O-WAY O CORRECT TO r RODE MAN AT BUMNG (SEE NOTE ]) WM NfICxT 1p' XT WLJMNG (SEE NOW SITIHV-4WOS1 12--90' BEND ( ) EXISTING EASEMENT TON ALIGNMENT V- 9663] H IMIS.16 (SEE LANDSCAPE MANROS) J - _ E 1908776 EXISTING PROPERTY BOUNDARY .28 ]S_-� S` i JO / \ t PROS e C EMOUT EXISTING STORM SEWER / UPSWFIL O &HD EXISTING SANITARY SEAM 59 (X°- EXISTING vrvceRcxouxD EIECIPoc � \\ }v EXISTING ELECTRIC ME FIBER \ TIP 5 \ \ LIACRIME \ / 1 BE= EXACT BANK -TO- THAT OYAWBOUSE_ EXISTING HOER WTC EXISTING CABLE T%ENSM \ A �V 1 MUPFIIIY 1 R V I MS➢HO GAS UHF Ds-FODT 110DOWAY - OxOE a eETNM / AT 2zA \ \\ 6P- )) y• \ I FEMA NCO -YEAR hO]OPUIN m1m1m1=1w iFYA W]-YEAR ROGOPLAIN \' XIµ PAD MEW. A t NATURAL FEATURE BUFFER LINE - V A ) A Ewsnxc FREES EXISTING ma OF VMS / 1 (; \\ \\\t\ I; NON-LAIRIWNG11I WETONOMEADOw 4 jvv Mw V A A S \ \ s F- JJPoSgCTMAI WERINO V A V J ���� OI] \ \\ LjM1TN pEINp t11 / fO29i NEARING hOUWIUN \ \ mryAp AT I �I� �MLNDpFAppn �Ylw / AV / U PBOPDGED murouas _76 fP \ \ \ \\ \ } I PRRRAELEVATOR �. RAMP AYP - -RAMM P N\qry\ \\ \a \\ V`j` SPOUT - SPOT EEV LIJBRAD - CURB T \\ \\ \ \\ 1 2 I+ WALL OR DOOR IR GR \ \ \ J 'I ,N PRaI05FD pRYi NE U I rW - BOTTOM O STAR w/ 4-NM UgIgINI 1 HWINOC DAM O STAR CARD �N) I HOC BALK O CURB N ¢ MEgN I SG SPOT EIEVAna (I DO //CRyE AYBAO(V LV0'A S7VTHG MINE (N new axm v I \ C11MB w'] \ g HAMSE(4 YdM ro FOE O v \ PROPOSAL) TRACE P SPNODgD MaeDE Y aML1E ! AT SIX Al R4M \ OF V NOTES: MCPC® \ \ / 1. EMSMG UNDERGROUND AND O^ NNEAD PUBLIC AND PRIVATE / sTd81 WAFT �\ ro M PoII \ .I \\ \\ gFpqunnON AVALABLEE TO THE ENGINEER. THETHNGIINEERST (\ DOES NOT CUMMTEE ME ACCURACY OF wcx INFORMATION. `y EXISTING GUILTY MANS AND SER AGES MAY NOT BE STRAIGHT %IT 1 ( LINES M As INDICATED ON THESE MAMN4s. ME `Y \\) I I • CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UnuTY �\ t 1 I Aw\ \\ \ 11 \\\ \ I wsmNTOWEw FYETuMTDnCUCCTOEXACT UnTY LDCAans rC !' sRONOE Y LEMI A A A AI z SPOT ELEVATORS SHOW AGE FLOWAGE OR EDGE OFWALB / AT 5%AS 910N PIICP03L 'I ; I UNLESS NOTED OTHERWISE T ONI T ° } ME CONTRACTOR SHALL USE EXTREME MOTOR WEN _ - AT MM WARNING IN THE MONITO OF ME EXISTING ELECTRICAL DUCT E IO INS ,N ' W/ WEN pxp OE=]I) µ / N 0: UTI DURING GRADING AND TOWN CONSTRUCTOR _ p ACTIN IEs AND SHALL CCLNUINATE AS REWIRED NM ALL '•(N . i� �' 1 7 -UTILITY PRONDENs �• bS 9 ) 1 I 1. i A ME FINISHED FLOOD ESEVAnws SHMIN ARE ME YNIMUM L EEAIIONS WOURED FOR PROTECTION FRCP ME ICtrKAR s 4 LDISTURBED AREAS STT u BE RMEMETATEn PER ME I ail LANDSCAPE PLANS. \\ "` - i • I / ' 6. REFER TO SECT 31 W THE LAND USE COM FOR ABLE USES N A MAWR& FEATURE BUFFER ZMc THE 1R • '..•� I 1 l6' /z' e 3 w J-Y ` BUFFER ZONE IS DECIDED AS ME MCA BETWEEN ME NATURAL FEATURE BUFFER UNE AHD EXISTING WETLANDS D/W THE PWME TNAIL As SOW ON AREA DRAWINGS. Wyt\ ] THECONTRACTOR M PAUL TERMINATE E ROOF MAN 1 _ III 6I y. L E _ ( , I I FEET COMES OF BALING EXACT LOCATIONS (HOR\ ' / PROPOSEDAL Me WRTICAL) BUILDING s MJL BEOCORDxATEDTHE C MIN! THE ME PROPERTY BOUNDARY cwrzcnNAL DNAWIrvcs. B. ROOF MAN CONNECTIONS TO BE MILE TO THE SCHEDULE 40 _ PPW EXTAD THE BUILDING NM PW TO HOPE ADAPTER. = i a. ALSO OURT MC IM2PT OF 111E MKME S TO BE BE WATCCHEAT D f 9uI Axc \ II _ // Nj INMATE �•� 9. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADACEHT TO ,E "yy(r� 7 / P O OEYIIO6FNF - BUILdHGS SHALL BE PLACED SUCH THAT THE TOP O SCA 15 Il. • / Y l • AT THE E EJUMATION AS ADJACENT SIOEWIL( TO ALL" FOR PROPERMANAGE. 1 I I I \/ sme cemirm�rroN II 141 I I I !w X I I I \ F UGGRRvVmRY6. /A17 AABNED PNI/MO Br ROM®'EV l.W/MffR/AC wvnw oN APwc n mN. E III I i i I \I i /A6s/OT fLUFFAUGIOMY AGI O///dN YRO f FM9TXI! 06/LAI ffLATIORN NAVR MEN PNY/DUCO ON TAUS III III 1\ I I 11 I\ ICI rl II u •/ Il 1- 1 1 I) - OulmnYxDnGmxOxlela xw W . Y,ma N�mmos Lev vwTn City of Fort Collins, Colorado UTILITY PLAN APPROVAL IKD-E�lrie Fwor / Y Y ED BY'. ED BY', FdfEF�amm EO BY: Inner M"J e AAEUITEETUUE 1805 29th Street Suite 2054 Boulder, Colorado 80301 Phone 303.449.8900 m NORTHERN ENGINEERING m LE_ O \W Z / J O O U U Oqj. U) W LLC\I Z U) F-(D J 0 O O 00 I.L 0 LL V PROD. NO. 809001.00 DRAWN: NRB CHECKED: RKP APPROVED'. RKP DATE. 0S•O5/10 REVISIONS UPDATED CONSTRUCTION DOCUMENTSET 0P/69/11 N" DRUFfAICT bThjTr Wr F8 IS 0 OZARCHfTECRIRE IISBUED FOR FINAL CONSTRUCTION DOCUMENTS SHEET TIRE: GRADING PLAN SHEET NUMBER C400 > I � I ED W �E%ISDXG SidtY INI£i Z W COLLEGE AVENUE NORTHEAST COINER OF ORION 11 T]u-REBW � JI `EXISTING SERUM INLET I I TOP OF P/L ELEV AT RMIIOIO Q091p OF I I I IM MNR N'.ER I IIII IIIII_ �Q e I COLLEGE AVENUE AND RAILROAD ELEVATIONS scup. 1--Arc \t I I 1511 ABOUT�// `\\ \PEDESIIMAx ■aE_o NJ ` I 1`L 1 APP'IDAIAM PMENT 6OEMiLBIplT� OR Awl / \'LtIE B (BOB sTml v.v) $ / RIEN-I NEGIOHMAU WATEw GLBAuiv _ QIGNMEIT \ee elllll��,� mil OF ANSURRIPD IMTAN PAN R,GCRS /NSTALLPO ON TOP OF CtlACRdT6 PAN ■, ■ a _ ° r__— p 3 _ C/ REFER TO THE LANDSCAPE / DRAWINGS FOR WAIL DETAILS l a GRADING DETAIL A SHE aN PACIFJC-%MLR9AB \ ____ FAA -------------------- I \ V£4tA3 FIC IxM ` I PAD EUDE-40152.75 OMYYS)AR PACE SIMICNR.LL L , 0 Y I \ is I / gg t IRE, p. i ♦ ) - --- �`\ ♦ \I PRWOIID IO CWOIEIF T /r1RK 1RK£ BE D AT F / "BRING 4AME (SEE xD1E / :�.w'a11 1° NlOiETE M.VUC \ SEAR OAPs lD "ATION OF ■` sy OIO2P ■ \\___� R6IXmIlE`LYOSCxE ■ , ONI■Nw mR ALn■11fAtFn DETAIIn LS, \ sa \ ,` YY- 'Y■■i■u%■u■■ouu■r�'i ■E GRADING DETAIL B SCARE: I'-10' ■ ■■■■■E.■■.■ o zo 00y Q U ® NORTH D O W 3O 0 30 Bo BD DOE W FEET ) I NT - .LI R. 0w 0 LEGEND: N PROPOSED STORY SERER — PROPOSED STORM INLET IN LLiI PROPOSED CURB A GOTTEN 11 PROPOSED ��ALIGNMENT — PRossS swuE PROPOSED A FEET Rp'q FENCE _ Y PROPOSED 5-FOOT MO:O FENCE —Q—� APPROXIMATE LWIS CID LE`h1WYEHi ME OR IIIIII ON EXISTING WILNxG — EXISTED MKHT-CID-WAY = EXISTED EASEMENT OR MERRIMENT / ■ EYISTNG PPCPEPIY BOUNDARY ( I EXISTED s]OMER EXISTING 54NRARY YKR R EXISTED ELECTRIC �P \/ EXISTINC FIND fIBEP OPEC WTC EXISNIG C4BIE TELEASON EXISTING CASE LOW �l DaFNT FLCODWAY FFLA NCO -WAR RGliIAIN AM i ■ FEMA SXFTTAR FT➢ttV WX RR� W M .....s ■ NATURAL FEATURE @IFFEN IME EMSNNG NEEDS EXISTING EDGE OF TREES . NON-AHMSOCTKNAL REMAND/MEADOW uRI501LnDEµ REMARK) 4 4\ FOREST REMAND nCWPUN \ PROPOSED caxiaXs \ ]B.5 PRCPoSED ELEVATORNAME 2"n—• RSPOT AMP - SPOT SPOT 8EV V WHO ELEVATION OF GROUND AT EXTERIOR OR DOOR TOP TOP OF STAR I Bn BOTTOM OF STAR ' AD, EXISTING SPOT EMOTION EXISTING GRACE UOD Ap µ �$ Gs PROPOSED GRAM \ BEOII EASING NRGV3U IO '/— _ _ _ \ CONCRETE TMA. AT EI.OG 4i\ GALE AT MLS ONEND1IROOM . 4 \ tF f NOTES: EXISTING UNDERGROUND AND OKRXEM PUBLIC PRIVATE �_H \ T `N'■ NFOIMAREN AVAILABLE TO ACCORDING TO TO THE ENGINEER.THEENCUMBER UTUTIES AS SHORN ARE THE Si \ \ DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. \�\ A, \ I , EX57NG UnuTY Muxs AND SExNCEs MAY NOTTM STRAIGHT \\ LINES OR As INDICATED ON THESE DRAMHG4 E CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTL Y COMPANIES (PUBUC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO WHEY EXACT UTILITY LOCATORS. SPOT ELEVATORS OXIDE LOPrFGATLON "T", A S4RVll, % ARYIP/OM PAR V% SD SY AORTtlSRY SAC% Fluum SlRV2'6, rK RAP RQ6NL'O ON APR/L M,, Dlll AND IX]OB(R M. "M ! S➢RVryIO SNOT lL(VAT/ONS TEST D/FFIER MOODY THAN 0 I' FARM TNl O mh, fl1VAT/ONS RAYS RADIO IWORLdSD ON r" ONA%K RECORD DRAWING THIN BIGGER) ORAMNUS, PPfdm ,CBy x BOARDROOM SERIOUS. MS. AN EASED ON FRED ANDRAI GAOTHERS. NORTHERN DINEEMING SONDE; NO ASSUME W UAOUMTv gmiHETIMACY O COMP ETIENESS OL GRADING DETAIL C ICAO 1'n0' cuL iIGNmBGa caoRAm • MpMWNT.bBbN. z. o sxoMN ARE nORLrvE G ECQ O WAIN UNLESS NOTED OTHERWISE, 3. Au DISTURBED AREAS SHALE, BE REIECLTAMD PER THE LANDSCAPE AAHS A MLAND TO SECTOR SHOE) OF E D USE CODE FOR NLOWABLE USES IN A NATURAL FEATURE BUFFER ZOME. THE HEUFFFER ZONSDEMED As THE AREA BETMEFH THE BUFFER UHE AND EXISTING NERANDs AND/OR THE POUND MAIL AS SHORN ON THESE DRAWINGs. THE 2-FOOT CONCRETE PAN fIOR THE MRNAROUND TO TILE FIRST DROP STRUCTURE SMALL µ PLACED E-IXGIEs BILLOW TILE GRADES INDICATED. P L BE COYFRED MEN x Es OF CDBSIE. SEE THE LANDSCAPE DRAMNGs FOR COBBLE INFORMATION. THE PAN SHAM KSO HAYS A z-FOOT ODE BY 2-FORT DEEP OUTSIDE WALL LOCATED AT THE EAM END. SEE DETAILS FOR MORE WOMAnOM. & REFTIR TO THE LANDSCAPE DRAWINGS FOR DETAIL INFORMATION ON THE DROP STRUCTURE. ]. CONSTRUCT THE PROPOSED Io-FOOT CONCRETE MAIL MTHw THE NATURAL FEATURE BUTTER ZONE AT EXISTED GAGES. HOTS THAT THE PROPOSED TRAIL WITHIN THE FELA D.S' FICODWAY TELL REWIRE A Cltt NOI CFATXCATG. CONTRACTOR S4ALL CONTACT THE CITY O FOR CODERS RQFPON ADMINISTRATOR NOOK TO CONSTRUCTION TO GTMN ALL REQUIREMENTS FOR DEMWTON/CWSRNCTKKR ATHIH THE FEAR OS -FOOT FL0]DWAY ONCE THE 10-FOCT DRE AL AIL Is CONSTRUCIES A POST-CONSTNVCnON SURVEY SMALL BE COUNETED M ENSURE THAT THE ELEVATORS ALONG THE MAIL HALE NOT INCREASED BY ROME THAN Ow-RET (T/2 INCH). rMan Rli BY. 0 ROAD III BY mrA Wml. ARCRIiECiURE Suite 2054 BouldeE, Colomdo 80301 Phone 303,449,8900 NOR• T�HC ERN ENGINEERING 200 STEM CcMw Awnue, Suile 1N EM Collins. Coloado W524 PHONE: 970221.4158 FAX 970.221.4159 w'x.mNrertwq'F�inLONn L 1_ O W z O J U ° F- ly /0 Z) 0, V) LLI LL � z 00 J O0 O o Q O CD CD LL v PROI. NO. 809001 00 DRAWN: KRB CHECKED: RKP APPROVED: CHIP DATE: 05/05/10 REVISIONS UPDATED CONSTRUCTION DOCUMENTSET 02/ W11 QN^M^AIT9FTIr/OM ■ OZ AitCHITECNRE FORT COUINS DISCOVERY MUSEUM ISSUEDFOR: FINAL CONSTRUCTION DOCUMENTS SHEET TIRE: GRADING PLAN SHEET NUMBER C401 r)m/!Cry MrWE Wm�I:I-i�:TT=��� •� ®fir"—ILP' �.�• ���_ 1=® )WM'�C�S 1 •rB�. III 1 �/?JR.P.t�t.�w��•GV=�L�����I 1 1 11 11 _ xl 1 1 1 ' �\ • I T I �+ �� • y \ M mA,M1IrcN 1• INLET A2.L E: Mmwm wam \ R 1t90NY _ i E:IpgLry / __ f R pia I$' .41 HERRY STREE RR INN C� C MESSINESS— �• �� ���Ii® ne 1 1 111 11 1 I I R •+'/�R�vma_d4_ — °_yg6pyPACIFJC-ftIML-R6A9-% AR, • _ �I�r�i ' �1 1 � ' �\ M FES Imo/ 1 \ POND 2 eAIII nMMx 1� 1 I ,s I � \ 1 I \r> IF `BY RECORD DRAWIN1 FACES RECUM G9OPROW® Maz Mc. SPxSS NC AryAIS ACCURACY BY DOINLh1l4THIS � cmW 15 RI WI✓FEBWN. C•Ilm.xwuM ]0 0 30 BO 90 FIX (W ERS ) I inch - 3]R LEGEND: PRCPSYSED STOWING SEWER WAI PROPOSED SARTARY SEWER PROPOSED DOMESnC SEFUCE PROPOSED STATES MAN —I M RAMMED UNDERGROUND ELECTRIC r PROPOSED CABLE PP� SEo LUP"IDLE, .. PROPOSED CURB X SUPPER PROPOSED ALIGNMENT ----- PROPOSED SWALE PROX ICD X-ECOT M FENCE —X— FRCPOEED G FCOT MBDO FENCE Der APFROXMAR WITS CP DEVELOPMENT METRIC gJ1AxG — EXISTING RIdP OF WAY — — — — EX9XGCASEMENT ORAUGNMEXT ---- ExSTXG PROPERTY BOUNDARY EXISTING STORM SERER Ex SING SANITARY SEWER ss Ex snxc GxvwwWxo ELECTRIC EXISTING ELECTRIC AND FIRER OPTCWCT BALK EXISTING USER 0I �U EXISTING CABLE RIENSM �ry EXI GAS UNE —01 OS -FOOT FLOCDWAY FERIA I00_YEAR RCWPLAN .I_1_1_I_ FEMA lL0.YEAR ELPA-PLAN —••F—••X� NATURAL FEATURE BUFFER LINE EXISTING R2ES MISSING EDGE a TRIBES / NON-LMSENCLONAL W HIANO/MEADow LNEdC NGRAL WEMNO FOREST WETLAND FLOMPLAIN PROPOED CONTOURS �)F� —tIRS— \[a]W 1. upSnNG LWCERGROUNO AND CAMPEAU gIWC MO PRIVATE FUMES AS SHOWN ARE INDICATED ACCORDING TO ME BEST INFORMATION AVAILABLE TO ME ENGINEER. THE ENGINEER DOES NOT GUARANTEE TIE ACCURACY OF SUCH INFORMARM. EXISTING UTUTY MAINS AND SERNCES MAY NOT SE STRAIGHT USES OR AS INDICATED ON EYEING DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIM TO ANY CONSTRUCTION TO WRPY EXACT UTILITY LOCATIONS z. STORM SEWER MANE SHOW ON THEY ORAWINGq AS RENEGADES CES CONCRETE PPE SBE Cuss OP, SIMON SEWER PIPING SHOWN ON THEY DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE xATFATOHT ADS x 1z M AWROYF➢ EWAL STORM SEWER PIPING SHOWN ON THESE E RRAWI CGS AS DUCTILE RCN PPE (UP) SNAP CONFg1M TO 51. THICKNESS CLASS 52 WIM GAS(ETED PUSH -ON TYPE FITTINGS. s. THE W INCH PIPE CONNECTION TO THE EXISTNG E.10BOX CULVERT WALL HBE MADE AT TILE NAME LOCATOR OF THE PAULUSPIPE C NEcnOH. E CONTRACTOR SHALL REMOVE THE EXIsn RICH CREATED CONNECTION PLACE THE W MINIMUM CPNEW NCHMPE AND ONWT YA THE CONNECTION USING IS NON -SHRINK WONT, 1. THE "KING IXATHwN XLL UOf nHEEXMSIING ILLEETMCAL WGT cTOH St SUPPORT THE DUCT BANK DURING ME CONSTRUCTOR. s. INLET Az.I SMALL BE A Ho-INW SYLWUST BRAN BASIN MTH OPEN BOTTOM (OR APROIED OWN). THE BUT SHALL HAW A MINIMUM OF A z-FONT SURGE. G. THE DUAL I2-INCH dP PIPES AS SHOWN ON THESE DRAWINGS SHALL BE PLACED WITH 12-INCHES OF HCWXZMTA- SEPARAnW BETWEEN THE OUTSIDE WALL BE MKS TO ALLOW FOR TPE REWIRED COMPACTION BETWEEN PIPES TO BE m rWwmF AACUITIVURI 1805 29th Street Suite 2054 B Uuldet,Colorado 80301 Phone 303.449.8900 m NORTHERN ENGINEERING 2N SWN GAlge RwnLa. Suice tCO m _ O L.1 W Z O J U U U Z) Oa W LL � Z� Ix 00 Z) J 0 O o FIRM < w 2 O0D LL NI PROJ.NOW. 809001.00 DRAWN: KRB CHECKED: RKP APPROVED: RKP DATE: ow5/10 REVISIONS UPDATED CONSTRUCTION DOCUMENTSET OVD11/11 Mee ra�TY I 0 02 PACHRECM2E ISSUED FOR: iw y of Fort Collins, Colorado FINAL CONSTRUCTION UTILITY PLAN APPROVAL. DOCUMENTS A vRD to SHEET TIRE: y STORM SEWER PLAN AND dNEDNED BY: PROFILES y (NECKED BY. =����� _ R I y LE SHEET 42 Ci AAA--� s�! / L ONEIXm er:.k � SHEET NUMBER A ro ° B. "& C402 mm fMCXEO BT:A �°OW El/IS�n A 0 p A A (NRUDE) eonMlM�'FmGRAVE. MATIALUDC MRCTUFNK \ ravcoricRETew CRIEDIE RE=1BTR o / mlroFLEABANE seDSWAL W -VAW� AFTER IN EXIeTNGR.wI`\ 4R SECTION AA 2' CUTOFF WALL I ` 7 i IMSTING GRAVEL. -` �.. TURNAROUND vti FRAPPE - .0 I - r `EAEA•.. I J A-EABIM•DNRPAM 1 I L • O O.ST ION% L FHR°M1CIS9URDXDi PE �GDE WABIIEDPFp " cwvauvENAtsxam WAFPR(R/EDLWUSCAPE nuR • o BYRIREYDE9131. z Haab BE STu DErTm GTHER RGANu O O O SHOWN zNH J TO�IUOCKAf£aPERFbNTIMS,P NMWID o O BEVMSPEDINMENGIXEERAPPRWFOGEOEEM•ESWGIL r EXKEVNGIC • O S1C•W REDEEM R" 0 o y B EM M4NNV. I1FF.11IWf EX. STAND PIPE PERFORATION SCHEDULE mne sEm 0� SIDEWALK CULVERT 0 3�q!\\ \s- -; wMvOm CG EXIBENG CURB CUT EXISTING U,. EYrE.D"12 \ NANDI Wl PROTECT O.) EXISTING LGxT (RE uuoswE nxNTEOf) ) RE GROUND 1 *^ PROPOSE �sERVEMD WD EUsTNG SIATI BRIDGED CURICCgkUT pE�PS --ETREi STAND DUMB aow.Lwoscerz INCEcEx14rW TEE , maFlMcauRSl � 1 mOPC�aHaL•AcoaHpYR.. \ 1 TECT RR A.rAOIVPo AMERRI , \ EXISTNG LION ov Exm�pR wEs �ELLVgIOAMAPW A9 PiELLO(SEECETNLCC)M'GYA.W�p1p R I a ovEDF<O 1 _ t. OINCINED (RE . omrar� RICPoBEEDD COE N:RET� FERRIDAY AT EXISTING- ELSAIN CURBCUTBYIDOOTTOMEWEVST. 1 E I 'w FUDMINEE uATKIN rireinVAN I CURBANDCLFEMFk 1 Info mr ` EONfA�TO L1 I 1 1 \F 1 J %1 PLAN VIEW OF PARKING LOT ISLAND �d o z LEGEND: APPRowMAX UI OF CONSTRUCTION �11=1 AS et• z EOSTMG MAJOR FORMER -- 5015, - -- EASTNGMINORCONTOUR _- 503- PREFIXED COMERS In HRCFODED SPOT ElEVI �-• t4A I Sg PREFOSED diuX/.Q "Alf E51snNG SPOT ElENUO ON "BID EAST DRAW: IT" Z (•i 4 Z PI 2 FIELD SURVEY BY: W E[ ORIGINAL FIELD SURVEY I— Z Af[ NORTHERN ENGINETFING ��S INC PRO.ECT NUMBER 1N-U11_ P DAM OCTOBER 2014 O CD a P Z NOTES: Z W THEE BM TYPE AND LOCATION CE ALL KNOW UNDERGROUND UTIITES ARE APPROXIMATE WHOM 4DW ON THESE DRAWINGS. IT SI BE THE A RESPONSIBILITY BE THE CCNTRACip TO VERIFY THE EXISTENCE OF ALL €R UNDERGROUND UNMS IN THE AREA OF THE WEAK BEFORE COMMEHONG �y NEW CONSTRUCTION, THE CONTRACTOR 9ULL BE REYEBIBIE FOR BB LLXA ryNC ALL UNDERGROUND LEI AND SHALL BE RE;PON9BLE OW UNDERGROUND UTUTES } 2. SPOT ELEVATORS STOW AAE ROMIINE UNUE S NOTED OTHERWISE. 8{ ]. All DISTURBED AREAS SHALL BE REVEOETATED PEN THE APPROVED Ay WROSCAPE PUNS. s t m ~5 b •BD+e w/l fsiW `OIONRL EALLUTL NIaFIUTINCENTERGF ORADO isRnov INNPbeIDDE. Call eefow rE Die. V) Z W 2 W 0 a LU 0 Q Z_ NQN I1� c) snBBt C403 Of 1 Sheets I♦ TOP VIEW A ROPER i0 ME LANDSCAPE PUNS FOR MEHPID DDI OUDA-497 OEI Or MAo B'plW plExnON -- IA SA CHANNCI TOW- FLON PERFORATE" �ORMN S) H(nr asx SEW�Y�M AIrt# EA rvL CDoi N COARSE 1 � ALLRFLNE 3EORCAMMI. IN. S' PEA fRASEL LAITR moms 1, "TO THE BICRETENTCN SAND MEDA SPECPICATM EDA III EOM TM M ME EDL MIX. L BICNETENTM SAND MEDIA WUL BE PRONDEO BY HADEMAN EARTH CYCLE M APPROVED EWAL J. THE PLO SOL BECTON AS SHOWN M THIS CETAL Si SE MCn Au LOCATDNs OF THE POND BELOW THE TM OF TIE DUTIES ST U AT EIEVATM 4971.55. /-�T ECT1 N A -A ! POROUS LANDSCAPE DETENTION (PL v SHALE INFORM TO QU ITY MOTET SIRVCTURE Ceruls L 12-INCH WTET PIPES TIP. NL 9C6 C PERFgfAIED ORUN OUTLET STRUCTURE DETAIL I AST 6. W INFORMED LAMESS NOTED �B9 O ASTIMe DDT UAFIOSNICTEDOTHERANE gn»� NssFOB OWNGUCLOWNED B.MBHN.II.PINNACE) NOW ,EELLALSS SHOWN 7nAOFMftAE ON LANNON ^rHQN 00 APAP SMALLER NA]WWF-I IN BEN PM'.4➢ M WEATHER NOW CASTRAW AND wPnB. FN11N'. IE.NB AND Cd..K-IIN OEDEPARBE IN « VIRM No 301 SIXODON .NOD a HOLES BIDrdP B.II BE IN VI®I M DAPM ETHER MATTE AWYEA!IE. " �D�RMDID � MFOR STANDARD CONCRETE NOTES CITY OF FONT COLONS STORMWATER Ate: MAL LID -I CONSTRUCTION DETAILS °•'h' D-41 9 NtAWx In. me go C 0 Eli l33, N�zm MY SWUNG AXIS TMORP I i�-7 � ;7? 9 9 ; n c� u9nl,IlnmoeBNn n sssssss'sson •Issommossop ss"sx p ..ssssssD I� �l 1 IIsI1l.sss nuun X 9.111' sl r..lu lssss uwn IIL99:X� sI R I\-Irlar m mm A B I¢PLAI•! D NnsaminSiWl INwME¢e® IBEIG OMsAMID— I r— SLi:00N OD AD km�m WAVE DOWN Ir MY BBOL X]HE wa18OaS:.� IIOMOINN.®NE.M. RIN Mmlxly TE OYLWO IN lO0.WWWWNW MY BY DAMPING SECTION GC CITY OF FORT COLLINS UTILITIES STORIIrtATER UTILITY P.D. Box SBO, So" Coui ce. some (WO) 221-am .MDno WHEONEW"I ANOMAXw:TPA E IiDN mnIn RATE SECTION B-B Lai LJTONSS WE WI M PC WON, I M, r`� OA s w 19! Aw"naw WON 65 AI WATER QUALITY OUTLET STRUCTURE DETAILS(NORTH POND) IIIIIIIIIIIIIIIIIN DEREAL D-46 r BEND WNH CURVED DEFLECTOR DIRECTLY OPPOSED LATERAL WITH DEFLECTOR WTI T6 H.! H.40ILT ���E BMfMMIHIV AApElNW K1HnA roosLEcIaBSIErm BEND WITH STRAIGHT DERLECTOR INLINE UPSTREAM MAIN IS 9R LATERAL WITH DEFLECTOR cM OF Fdrt COLONS $TgtAM'ATER an: 11/a/DD VnL� CONSTRUCRON DETAILS D-5 DIAMI BY. NEW WATER QUALITY OUTLET WINGWALL DETAIL MOT M FcvE City of Fort Collins, Colorado UTILITY PLAN APPROVAL AP%ioVED Y �! I r 9 n.X¢ Y: WEIXED B CNEIXED BY: _� CHECKED BY: �% AcreaLion } ! CHIDO ED BY. N e�hrEngineer // OHECKED III NA ARERITEETURE 1805 29th Street Suite 2054 Boulder, Colorado 803 Phone 303.449.8900 M NORTHERN ENGINEERING 200 SPNR QBI1%W Arenu¢, SuiOS IOD Fart Cdllns, ColarMo W524 PHONE. 970,2214158 FM 97022/4/59 Hensel Phelps Construction Co. O w Z J O U C) U _ � H QV U) w LLLli N Z De W J O0 0 O 0 v PROD. NO, 809001 00 DRAWN: KRS CHECKED: RKP APPROVED: RKP DATE: 05/05110 REVISIONS UPDATED CONSTRUCTION DOCUMENTSET 02/01/11 0 OZ IR Is aN ARCHITECTURE FORT COLLINS DISCOVERY MUSEUM ISSUED FOR'. FINAL CONSTRUCTION DOCUMENTS SHEET TRUE. CONSTRUCTION DETAILS SCALE. 42 SHEETNUMBER l REVISED C - 3