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HomeMy WebLinkAboutSite Certifications - 01/20/2016Incorporated III1rr1 _____ ______"' N%1�%/� (,v L 25 25 Old Town Square Suite 200 Fort Collins, CO 80524 Ph: 970.225.9099 December 31, 2015 Fax: 970.225.6923 Toll Free: 877.444.1951 Mr. Wes Lamarque Web site: 700 Wood Street www.jvajva.com Fort Collins, CO 80521 E-mail: - info@jvajva.com RE: Kechter Farm Subdivision — Phase 4 Site Certification JVA PN: 1844.5c Dear Mr. Lamarque, JVA has completed the review of the as-builts and completed the Certification Form & Checklist for the Overall Site Drainage for the Kechter Farm Subdivision Phase 4 project, located at the intersection of Ziegler Road and Zephyr Road in Fort Collins, CO. Based on our site visit observations and the topographical information received, the overall site drainage characteristics as constructed are in substantial conformance with the approved utility plans and drainage report. The constructed improvements to the site adhere to the design intent in regards to drainage basin limits, inlets, and storm drains as shown in the attached checklist and plans. Please contact us if you have any questions, or need any additional information. Sincerely, JVA, INCORPORATED Brian J. Campbell, RE Regional Manager Enclosures: Executive Summary, City of Fort Collins Overall Site Drainage Checklist, Approved Original and As -built Grading Plans CC: Tim Westbrook, Toll Brothers BOULDER I FORT COLLINS I WINTER PARK �M�%25 Incorporated � � •� `J `J"" 25 Old Town Square Suite 200 Fort Collins, CO 80524 Ph: 970.225.9099 December 31, 2015 Fax: 970.225.6923 Toll Free: 877.444.1951 Mr. Wes Lamarque Web site: 700 Wood Street www.jvajva.com Fort Collins, CO 80521 E-mail: info@jvajva.com Executive Summary: Kechter Farm Subdivision — Phase 4 Site Certification This letter is intended to summarize the design of the Kechter Farm Subdivision Phase 4 grading and drainage improvements and demonstrate that the constructed facilities are in substantial conformance with the approved plans and Final Drainage Report for Kechter Farm Development, dated January 21, 2014. A. Detention, Drainage Facilities, and Common Oven Spaces l . Pond Certification a. N/A 2. Swales a. N/A 3. Pipes a. As -built verification of storm pipes: Topographic records were provided by PLS Group, LLC Surveyors detailing the invert and rim elevations of storm manholes and the as -built elevations of constructed water and sanitary sewer lines crossing the storm system. Size and material type were verified with engineer reviewed and approved product data submittals from the contractor. No pipes were installed below the minimum 0.4% slope or deviated from the design slope significantly. Constructed improvements are within substantial conformance with the approved plans. 4. Concrete Pan Channels a. N/A 5. Inlets a. As -built verification of inlet structures: Topographic records were provided by PLS Group, LLC Surveyors detailing the invert and grate/flowline elevations of all storm inlets. Inlets were built per plan details for CDOT standard Type R inlets. Constructed improvements are within substantial conformance with the approved plans. 6. Street Cross -Pans a. As -built verification of street cross pans: Topographic records were provided by PLS Group, LLC Surveyors detailing the flowline elevations of all street cross pans at intersections. Constructed improvements are within substantial conformance with the approved plans. 7. Culverts a. N/A BOULDER I FORT COLLINS I WINTER PARK Kechter Farm Subdivision Phase 4 December 31, 2015 Page 2 of 2 8. Sub -drains a. As -built verification of subdrains: Topographic records were provided by PLS Group, LLC Surveyors detailing the pipe invert elevations and clean out rims of the median underdrain in Fall Harvest Way. Constructed improvements are within substantial conformance with the approved plans. 9. Curb Cuts a. N/A 10. Common Open Spaces a. N/A B. Low impact Development (LID) Certification 1. N/A C. Grading Certification 1. Certification of Grade Elevations — N/A 2. Verification of Site Grading a. Original approved street grading plans and redlined as -built street grading plans have been provided with this document. Constructed improvements are within substantial conformance with the approved plans. D. Post -Construction Site Cleanup 1. Permanent BMP Measures a. Street sweeping and gutter cleanup has been performed daily. Smoothing of ruts in disturbed areas within the Phase 4 limits has been completed. Reseeding and stabilization will be established upon completion of final site certification. Please contact us if you have any questions, or need any additional information. Sincerely, JVA, INCORPORATED By: _*W Brian J. Campbell, P.E Regional Manager Attachment City of Fort Collins Site Grading and Drainage Certification Checklist Cky of Frt Collins COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION FORM & CHECKLIST (Overall Site Drainage) Kechter Farms Subdivision - Phase 4 (Project Name) December, 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 N/A 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. NLA Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) NL Positive Fall to Pan (if applicable) N/A General Pond Grading including all Side -Slopes N/A Invert Elevation N/A Forebay Construction and Elevation N/A Spillway Weir (Location, Elevation, Height, Opening Width) N/A Placement and size of riprap or alternative permanent erosion control measures NLA Orifice Plate and/or Water Quality Outlet Structure Installation LA Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface Elevation) N/A Berm and Embankment Compaction Level N/A Subsurface Media for Water Quality Ponds and Swales 12/12/2014 Revision — Page 1 of 5 City of rt Collins 2. Swales N/A Location (are they within easement?) NL Dimension and Cross -Section Verification N/A Longitudinal Slopes and Side -Slopes NLA Spot Elevations N/A Permanent Erosion Control Measures (drop structures, riprap, lining) NLA Tie-in to Storm Lines, Pans, Curbs, or other appurtenances NLA Required Minimum Freeboard, Provided Freeboard NLA Landscaping Infringement on Flow Line? 3. Pioes Ok Size and Type per plan 2k Slopes (As -Built and comparison to 0.4% Minimum) N/A Pipe Capacity Calculations (if slopes are significantly altered from design) Ok Invert Elevations N/A Installation and Backfill Not observed at time of construction; assumed as per plan details Ok Cover Ok Encasement and Clearance from other nearby utility lines N/A Joints Type and construction Not observed at time of construction; assumed as per plan details 4. Concrete Pan Channels , N/A Size N/A Slope NLA Cross Section N1A Thickness NLA Elevations 12/12/2014 Revision — Page 2 of 5 5. Inlets 2k Size and Type Per plan Ok Size of Opening (or name of Standard Detail used) Per plan Ok Grate Elevation Ok Invert Elevation Ok Box Size Per plan 6. Street Cross -Pans As -built street grading plans provided. 91 Size Ok Type Ok Grade ak Elevations Qk Cross -Sectional Depth Qk Tie-in to Curb and Gutter 7. Culverts N/A Size N/A Type N/A Invert Elevations NLA Headwalls or Wing Walls 8. Sub -Drains Perplan 4k Size Ok Type (Perforated/Solid) Ok Cover N/A Backfill Not observed at time of construction; assumed as per plan details F,�rt Collins 12/12/2014 Revision — Page 3 of 5 Frt Collins Ok Geo-Textile Liners Ok Clean -Outs 9. Curb Cuts N/A Size N/A Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces �A Overall grading contours of open spaces N/A Spot elevations adjacent to private lots (property corners) B. Low Impact Development (LID) Certification 1. LID Technique Specific Checklists (see attached) LA Permeable Interlocking Concrete Pavers (complete if technique utilized on site) N/A Bioretention Cells (complete if technique utilized on site) C. Grading Certification 1. Certification of Grade Elevations NL Minimum Opening Elevations N/A Top of Foundation Elevations N/A Comparison to 100-year Water Service Elevations N�A Comparison to Freeboard Elevations and Base Floodplain Elevations —BFE 2. Verification of Site Grading Ok Engineer to evaluate site grading compliance with the ap proved 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. Redlined as -built grading plans provided 12/12/2014 Revision — Page 4 of 5 City of .Fort Collins D. Post -Construction Site Cleanup 1. Permanent BMP Measures Ok 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) 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: Brian Campbell P.E. (Name) bcampbeli@jvajva.com (Email address) 970-225-9099 (Telephone number) JVA. Inc. (Company Name) 25 Old Town Square Suite 200 (Company Address) Fort Collins, CO 80524 PE STAMP 12/12/2014 Revision — Page 5 of 5 Attachment 2: Original Approved Street Grading Plans for Phase 4 No Text No Text SEE SHEET 91 ______T r______ 7_______� . K•I _______1_r_____ II 11II Block 2 1 I 1 . IL gf�pgy[ 30.00' I 41 ry 4 1 I III III III II ja .1 I R-R I I li I I q' I I II -----_ I I LOT WE I I PT: IJ+91.1 .L. >. I I I III III III I I ICI y SEE INEEn3 I I I I U3 1111l1 I 6) FOR INTERSECTION DETAIL I I I III III III II III 1 Il. :i 11 i1' 10 I 11 1 12 1 13 I 7 I 8 l 9 1 id III 15 III 16 14 N II PCIR I I L I,. ; I I I ,I I I I 9.oP 7 1 I R ELEV 4934.67- I. 1: 1 I I I III 5.(B' III PCR 1 i I R ELEV 4934.671 1 1 I R ELEV 4935J9 11f 1UEL ESMT r SARWIG CO RT if i c40e d u mai a-2 i4" of I $ 1 l o(Ev5)1 I POR STA IB+ 0.69 III. B 1l i' m ( P) ♦ — A 14934]5 1 4 I 'v I till R ELEV 493598 1r hI 6.06.E ___ _T 'PCR STA L3+57.67____ I __ - - _r_ __ _ry___ g III it �i 10hJ5 _ - R ELEV.. R ELEV 4931.66 _ — _ G- -LE— �� Iii 18+]6.OB 1 �1A00 1 14 W 1400 16 00 �\ ♦ 3+ 6.00 PAN SAPLm STREET I] 18 00 I _. ♦` _., FOR STA 12+87.66 RELEV 49J4.SB- - - -- —�,.-- �I it"" li omen. 'I'llA-2, 18+76.OB= 6 $ _ I C409 PON STAR ELEV 4934�19J7 T iTPE 3 BARRICADE —___ _ _ _ __ _ I __ _ _ _-_ _ _- STA 18+41.4] I �i�I Alignmm! A-1, 22+37.29 R PCR I :III C410 I 1 9A 3+6 ,ByC110N PERI I I I PCR I I _ 8 0 R ELEV 4935.97 FL ELEV 4W4.08 III - II R EELEV 4934.061 1 I I I I R ELEV 19]5.6] III"I w II 5 4 3 2 i 6 I 7 I 6 I 5 1 4 I 3 1 2 I Ilytl:!:I 11'il SEE SHEET 119 FOR SIGHT DISTANCE II IO 1 :1. 1 I II I I I I I I I 1 I1h'Il III II CUL-DE-SAC DETAIL TRIANGLE (lYP) Row l III I I 1 Block 13 I 1 1110:1: l `----- .1. 11I I I I I I I !lU I11i 1 SEE SHEET 91 F.", MEN ME EMEMEM MORE ®�EE EE�®EE EEEEm 00,®E EEE_p�� MMO A EEE= C�U O®_® MOOM. IEEE IEEE ®_rsE���' ��. E_E • ., 'RI ' , EE® ®� F..I :' '' ������� ® ' , :. ' ♦•.I :-. EEEWWEOEEEEEEM EEEEEEEEEEEE :. MENEENE S'D. EEe_E : , „ l E_p_EEBEBEEEEEEE�aBE®' ®MOREEI EEEEE�EEEEEEEEEEE EEEE O® E®EEEEEEEEEEEoEEEEiE��EEEE",. l ESE EE C a Is ME E EJOEl� I ffiffiEE���� 11, TCiE7 NEECEffiEfflo ram 1++00 14+00 15+00 15+50 16+00 16+50 17+00 17+50 18+00 Allgnment A-2 PROFl F SCALE: 1•-50' HORIZ I'=10' VERT CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START (N. E) C408 31.67 20D0 W4404• N45Y14'45•W 28.46 (100585.67, 208352.95) C4o9 31.19 20.00 Bn2'01- NO-917E 2&I3 (IONN.29, 208382.95) C410 31.64 20.00 9P37'59' N45V1'43 W 2&44 (l D07M.19, 208401.42) C411 31.16 20.00 8915'25' NH54'592 2&10 (100735.78, 208333.46) t KEY MAP ws LEGEND O PROPOSED MANHOLE O EXISTING MANHOLE e COMBINATION INLET TYPE R INLET ® TYPE 13 FIELD WIET C HIRED END SECTION O DRIVEWAY LOCATIONS STORM BRAIN ROW LINE - - PROPERTY ME" — EASEMENT ME — — MATCH NE CURB a CUTTER 53 ROW (MIN) 4.5' 7' 7 4.5' WALK PNWf 7' i PKWY WALK (MIN) (MIN) PARK I& ROADWAY pARK (MIN) (MIN) U0L E > 9' Unit. ESMT ESMT 6.5' I FEN( SET89 2OX MW 3.0E MAX CROSS SLOPE ...: ROL -TTR CURBCURBa GUTTER TYPICAL LOCAL RESIDENTIAL SECTION City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: _A✓•A, yf?,jl1y 1 m.e1p�w 1>.n CHECKED BY: DESIGNED BY: JAIA DRAWN BY: WM CHECKED BY: JTC .KB NUMBER: VIAIC DATE: OYJ 14 0 JVA, INC w J Z tL 0 F LL I CL cr LL- z E� w EL LU = W LLI C/) CJ Y h CHECKED BY: Eioxwnnul Dom CHECKED BY: C4Y I La' • r County, Colorado OVeI SNEEi NUMBER SO D SD 00 EYEWEDBY: �W _«R 87 of 141 SCALE W FEET i C-3 23o8 0c C re N M 2J 73- ROW (MIN) 4.5' 7' 7' 4.5' 9' URL WALK PKWY I' 12• 5' S' .2' fie PRWY WALK 9 U1R ESMT .(MIN),. (MIN) _ PARK TRAVYI °muu J. -1- .... (MIN) rmR1 ... ' I PRIXECTED ' GRADE LINE ' 1 I I' VERT , aRe EENa I (ourFALL) �A - 2.01< MIN 2.0% MIN j 3.Of No10%MAX I MOSS SLOPE ON SLOPE ROLL-OVER CURB 4 CUM SEE SHEET 107 SEE SHEET 91 TYPICAL LOCAL RESIDENTIAL SECTION WITH MEDIAN �• / / 1, / , 1 1 ' I IL ELEV 4934.013 I 1 1 I I KEY MAP I6+0 / r I / / SEE SHEET 114 / 5 4 3 2 6 I 7 6 5 R CLEV 49Ji63 111,j 'I 111i1 mf / FOR INTERSECTION OErAIL'`. / I 1 4 I 3 I 2 1 ly T I SEE SHEET 119 FOR J 9CMi DISTANCE 1 I I 1 I L III I I I I I I I it 1: AliglmenLAD.16+0894= �CUL-DE-SAC DETAa $�^ lAIN1(9E(m) LEGEND ZEPHW ROAD, 16+SBJ] e 90� �.°D' I I LF 1 Block 13 1 1 1 I I 1 J II I PCR / / ROWH: O PROPOSED MANHOLE REIEV 4940.32 / / ___ n .. _ __ ______ l__ ____ ___ _ _ __ L 111 / u / , / ,-___ - __ _ _____ _____ II -- I --- -- _ I IIII �� EXISTING MANHOLE _ __ I I I I I I / / 6 II , r g ly __l r A4932.24 113___ 'L' -y-Ir -TIT--{-r---r�,----rlr--- II: 1' II 8 Cp1aNARpl INLET 7 / i �^ ,I1 __-11T __ , r_ ___r� _____.T r______ r,______, y1 1j / I I I M I I I6+ J 1 1 1 11 1 1 1 1 1 1 1 r TYPE R INLET F. STA940.25 I l $ L III 1 III SIGHT - 1 I�::B F. ELEV 1940.25 / I 1DISTANCE I p I 1 FOR INTERTNLi III ® TYPE 1J FlELD INLET IPCR I LOT LINEI R ELEV 493222 I I I I I IC FLARED END SECRON 1 1 (m) 111 III III 111 m 1 11 III9110 m 11 12 13 ..i 12 :11 13 III 14 III 15 III 16) 11Ww 9 I 10 I 11 IDRIKWAY LOCAPONS IPLR I + I ', `�a00' p FL 22 1 I I III III III III III III 1 STORK DRNN '^ __ 1.22 ' i PCR STA 16+70.77 III 1 ' ' FLOW L1NE "F p" 49 FL ElEV {93213 7WE 3 BARRICADE j 1 ii ii iIi PCR S1A1 53. 0Q 7ROW I I DR ESNT I C(m) EL.24 1PROPERTY LINE 1 +______* I__ +_________ __ _ END CONSIRUC90N 111 III III FL f1EV 1933.46 ..111 -----EASEMENT LINE -- 0'PAN 8r____ STA 16+76.10 -__ -__ ____ _______ r - - - -. J ✓_ - - - LI - - -J - - - 1 _ _ _ MATCHLINE Allgnmenl A J 16+35.2CURB & GUITER / /. .\ Ali9nmenl A-5, I]+]4.2-46 -- -- ,-1 00 r19+O0 _ 21400 I'. FL BEV 49J9.6J/ / / -13+00_-_ _ 14+ ___FALL _I WAM WAYWAY _PCR STA 016+01.72 ]+W T _ TF� � �I � PCR STA 10+46 59 i=66.16' SEE SNEE15 R ELFV 4931.92 16+0 fi.00 PAN I I $ 3 �$ aAl'plmenl A r2125+bU J1 ..� _ _I_ _-_ I_- I I I �,//l / �0256024 66899 FOR , II _ ____ 1 PIR SITA ELEV249J3. 79 {5 1 I'y III I , / CURVE AND LINE PCR I PCR STA 16+71.77 P. 1 0; C PCR II I/ % :,:/ 1 `` i i 7 CB=N1J'032.94 DATA R CTEV 4931.45 I I 1 I PCR R. ELEV 4931.84 I I I 1 1 IFL ELEV 493153 I I SIGHT DISTANCE i/ I I fi I I I I FL ETEY 4931.11 1 I 1 1 1 1 , I w III li. I.. .. ....'� t9+o0 EASEMENT ```/ i'; 5 4 I 3 2 1 te+ I 8 I 7 III:'1 I II'I SEE SHEET 107 � .� 1 6 1 5 1 4 I 3 1 2 1 1 II f+ SEE SHEET 91 I MEMMEp ra 1 mid• ..1 _8M���i p_��_����������8�����88� ® M1,01ran � gISM � m�C_C mom ••' b1��OG7om_OEM o C����B -Via°"M��®EMa � ®�E MMMMMM �_ 0FA �����. bbyy ww .I �ME ®lammoms® MEMOMMEMEM ME ME „ ®;. me MEN ®®_ME Em_mo®MEE _0_ MOM _� C1�� Me --�;. �e I :i.• M MINE ml I i MR NOW f41•��WLR:II:fcR. l���lll�.Ell:illilT^- - - -- -- •-•••� •- - ,.1. II+w .1- ,o*W lu+J11 19+00 19+50 ZO+W 21MW II+W 11+J11 221DO 22+25 Alignment A-3 PROFl F 50 a SO 100 SCALE IN FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL ��// APPROVED: CHECKED BY: e_ CHECKED BY: CHECKED BY: vr� ws CHECKED BY: Em,vm,OIPMnY LWM CHECKED BY: °m 5• ?9 ACu yP L OE.SIf•IEU BY: lAU ORANN BY: WDD CNECKFD BY: JTL JDB NUAWER: Ifi41c CUTE: 0.VtYA1{ CA J = LL Q J 0 LL H a w LL QQ ELI 11 i V L LL Y � Lan rGounty, Colorado IKY:EWEa a,: LUMBER prwal 6EEi NP ' CMO141 C-3 2308 40.31 R , V , C452 10+00.94 40.24 <w.16 FL • 40.42 it 39.90 iL -�`'�Y - � 451 / CwS � 45 40.72 R ADD R\ 50 C476 \ 453 453 \ 39.67 R 40.32 R � \ •�40.72 FL R 7-- / ] 41.05 A '41.0l I R ! w N R -------- / --r---------- I -- ----L I I ^ I A I I , ,�41.03 R wJ{ iL1 I I II :454 w.J4 FL ` 'Z4O97 R C�962FL __--__--__ L462 \2+08.833851 'z 40MR R 37.55 - �---(� J- 1 4092 EOA 40.18 R C4 40.32 59 ♦I.90 FL \ C468 40.96 R 39.06 R wR \ w7 40.18 FL R Cw9 , C/58 39.06 R 38.11^R-\I 37.w 9 38.11 R� - N 39.62 R 1` R -- -- _ 37.55 R a ____________-_____. OurALL/sPILL CURB AND GUTIER FOR FALL HARVEST WAY MEDIANS / I / I I I I I I / I I Tract H i utAEUEvv I / I I I / I I I I I I 1 I CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS ORTA CHORD MOM LEN START (N. E) CURVE LENGTH RADIUS DELTA CHORD OIORD LEN START (N, E) C452 30.60 20.00 8739.28- N69-43.09-E 27.70 (100149,O3. 208518.34) C472 4.71 J.00 90V0'00- W42.43'E 4.24 (100516.68, 208655.10) C453 3223 20.00 9220']2' S201fi'Sli 2886 (1001w11, ZOB5725]) G7J 4.71 3.00 90D0'00' N4517*1TE 4.24 (100513.65. 20866209) C454 0.85 10.00 452.12- S2527-19-W 0.85 (100285.78. 208595.41) 0474 4.6B 3,00 n22.01- SM38'17-W 4.22 (100686.23. 20855897) C455 122.88 275.00 2536'08' N13'O5'21'E 121.86 (IOD311179, 200647.07) C475 4.75 3.00 90'37'59' N45'01'43'W 4.27 (1006B3.24; 205565.98) C456 3L64 20-M 90-37-59- N45DI'43'W 21. (100587.37. 2086E%) 0476 0.85 10.00 452'12' S2B19'Jt'W 0.85 (100163.71, 208580.18) C457 31.19 MOO 89-22.01- 54458'17'W 28.13 (1007G8.01, 208705.84) I C458 145.22 325.00 25J6'OB' N13-05-21-E 144.02 (1002M"" 20865205) C459 0.85 10.00 ♦'S2'12' N2819.31-E 0.85 (I W214, 0. i09639.99) C465 0.85 10.00 452'12' N2J27Y9'E O.BS (100176.06, 20B552J9) Cw6 4.81 3.00 9151.59. S21'36'39'E 4.31 (100309.37, 20862d48) C467 4.62 J.00 BB'09'3p' N6822'3fi'E 4.17 (10030183, 2086J3.77) C468 123.75 295.00 24'02'OJ' N121BI8*E 12284 (100309.37. 20862d48) C469 127.81 JO5.00 24T10'34' N121734E 126.88 (100305.37, 208637.65) C470 4.71 J.00 90W'00' S45}71]'W 4.24 (Ip(w3.67, 208657,84) C471 4.71 J.00 90W'00' N4442'45W 4.24 (100460.63, 208664.82) LINE TABLE LINE LENGTH DIRECTION START (N. E) L450 16.51 N25' 53' 25'E (100148.11. 208572.57) L451 19.37 N25' SS 25E (IOD158.63. 20B544,33) L452 116.94 S21' 01' 13'W (100286.00, 208595.07) L453 116.94 N3B 45' 37-E (100163.71. 208580.18) L454 257.89 So 17- IYW (100687.37. 208635.96) L455 258.88 SO'17' 17-W (100688.11, 203685.96) L462 4.00 S6T 32- 39-E (100305.36, 208630.07) L463 31.30 SO' 17' 17-W (IOD460.68, 208654.82) L464 31.30 NO' 17' tYE (10(l 208664.66) L465 4.D0 NN' 42' 43 N (IOO463.65. 208561.84) Lw6 4.00 S89' 42' 43'E (100513,67, 208658.09) L467 166.61 NT 18' 11'E 0OD516.63. 20W5.ID) L468 166.57 SO'IB' 11'W (IOD683.25, 20865598) L09 4.00 SET 39' 17-W (100686.25, 20866197) Block 3 10 ------------ R -- --- I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I J6.13 R 15.62 FL i --------------------- -i 12 I I -35.11 FL 34D6 R L454J 37.30 R C412 FALL HARVEST WAY 37.33 R 36.22 R 37,25 EOA 36.27 R 36.11 FL 35.73 R 34.61 R 14 0 36.18 EOA� IS 36.72 w6 46 65 3822 R 36." R 35.7J R 3t.61 R 37.30 R. NI 1 L455, ]6.13 FL 35.62 R III I I I I I I I I I I I I I I I .I �I I 1 i JB50 L467 J].50 R W I I I I I I 1 I , 1 I I I 1 I II I , 1 III 13 I I I I ' I 1 I I I I , I 1 I I I 3222R .________AR� 12.93 R -32. 3210 FL { C474 S2M R I 3245 F w9 fi100 J1.91 R 3230 E A I 3238 R }2.45 R 3r4.O6 RJ -32-IJ-J---31.92 -------------------- i________________- 4 I 3 I 2 I 1 ! I I III i III I LEGEND 0 PROPOSED MANHOE 0 DOSTNG MANHOLE 8 COMBINATION INLET m TYPE R INLET ® TYPE 13 FIELD INLET RAKED END SECTION DRIVEWAY LOCATIONS STORM DRAIN ROW UNE - - - PROPERTY UNEAGW - - - - - EASEMENT LINE MATCHUNE CURB k CUTTER 20 0 20 40 SCALE IN FEET DESIONE6'13Y ' - JMA DRAWN BY: MD CHECKED BY: JTC JOB NUMBER: IBMc DATE: 6512y2D14 O NA, 91C City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: �) / CHECKED BY: AVQ pp��wm�yye w®/T�/MJuMV oeM CHECKED BY:.�A�TC4!•.1_ aw,�...w, awry oeu CHECKED BY; A1.11. CHECKED BY: PeAf Ntl ReaMbi DPIs CHECKED BY: FnAS.mmmPMmw 0.Y CHECKED BY: °.0 LadW County, Colorado M EET roval . nE Z1 c- 3 l3 08 SEE SHEET 118 FOR CIA -DE -SAC DETAIL SEE SHEET 91 SEE SHEET 91 JJ NV11 IMII./ I 4.5• 7 WALK `KWY 7 T 50 0 50 1W (MIN) (MIN) PARK 11' ROADWAY pAIR SCAIE W : yf iti, y'd t:�� ■� ROLL-OVER �— CDRR:DUFFER TYPICAL LOCAL RESIDENTIAL SECTION Illllle I 111�+ �'s Illi�l II IIII I II�:'' 111'!1 III�I� I ' ^'g III ;; ✓y II ii�i i ail � IIII;; III o o i IIII H II 1 Ahgnmwt A-4, 20419.66m Ilq' Il;q III Alg..t A-1. 28+23.33 I IIII I 81111 II Ili IIII nllll I Illp II III, I Ilq IIII.; I I �I. III I i I IIII. 11 IIII i ma mmmmmme�®_IC�al m®a BEEmm HIS CP7aBCa�CCO_���CB��������C_C '•' ..�Em�8�®�aa®Q���a��aki97 ���C���B���CCa�� MOM._�_ ,db' amMm LS-bl6ila�aa ''� lC�� M '•' EE Eft MEN pa i [C��L71p�ppLp�p�p�pp� �� �bi97aaCCa��C�aCaC pp�ENNp® ��aOa �� �aaa CC_aa�Q�aa�aFj7 m�MEN — INNIZIMMMEM ElEffim PRIME! ME l/fit '--��Ea�®�M1N"�smb2 P-ME F raw ME bye 1 1 Ime ME IM �e��® 9+25 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 /14+50 15+00 15+50 16+00 16+50 17+00 17+50 16+00 18+50 19+00 19+50 20+00 20+50 20+75 ELEV = 4928,420 Alignment A-4 PR}fjOHLF� SCALE 1•=50' HMZ 1'-10' VERT t KEY MAP NT8 LEGEND Q PROPOSED MANHOLE (D EXISTING MANHOLE 9 COMaNADON INLET EB TYPE R INLET ® TYPE 13 FIELD INLET C FLARED END SECDDN 0 DRIVEWAY LOCADONS STDIMDRAM ILOW 1NE — - - — PROPERTY LINE/ROW — — — — — EASEMENT LINE — —MATCHLINE CURB @ GUTTER CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START IN, E) C412 31.64 2000 905759• N45014JY1 28.44 (100689.19, 2089M97) C413 31.19 20.00 8972.01' N4458'17'E 28.13 (1D0689.82, 20891 C414 31.64 20.00 90-3759' N4501.43•W 28.44 (100739.72. 208989.45) C415 31.19 20.00 8972.01• NH5817'E 28.13 (100739.30. 208919.44) C416 174.35 515.00 19-23.48' 497437-W 173.52 (ID0366.28, 208966.58) C417 135.66 48500 I601'33• 5743'30•E I}522 (100537.}I, 20896821) GIB 61.35 175.00 2005'16• S25'46'54•E 61.04 (1D0403.32. 208986.38) City of Fort Collins, Colorado UTILITY PLAN APPROVAL '/'r APPROVED: CHECKED BY: w CHECKED BY:.�AN}JML(N_ 4'%•��4I CHECKEDBY: _ N.A. vA CHECKED BY: ,,' CHECKED BY: EMvn•,o,Mw m CHECKED BY: M Lad CO nty. 00101 800 rDV81 SHEET NUMBER REVIEWED BY. �„El*. MV tr a 90 OF 141 C-3 23n8 NOTE: SEE INTERSECTION OCTAL SHEET 113 FOR PCt CURVE INFGiMARON. r____________il 8 SPRUCE CREEK DRIVE I 1 '- FL ELEV 49". 0_-_ TIE INTO EXISTING (VERIFY) SPRUCE CREEK DRIVE lr., PROPERTY LINE 9 I a WA 9+9D.DB CL ELEV 49M.90 o a STA 10+D0 GL EIEV 4944.50 J8.61 R -RE INTO EXISTING (VERIFY) a X-PT 9+200 w _ TrepA 3y,09 - M _ SPRUCE CREEK DNVE _ . JI FL STA 9+90.08 I]909 Tr I ' -- I Alignment A-1, 14+19.26" '- R ELEV 4944.49 p AIignmmt A-5, II+9.20 PE INTO EXISTING (VERIFY) i- i 1 36671-L)" I I j 10 TYPE 3 BARRICADE END CONSTRUCTION III III SEE SHEET Ill DFORET INTERSECTION OEi AIL - F'-------T1 -r- ipm -t-------+ III Aignment A-2, 13+23.05= I I I 9^�^ NI A- 4 enl 5 1 f/0.21 J8.21 F. 8 I III g i I II 9 34.66 R NIII 13 . i .1 .. I SEE SHEET 85 PM STA: 11+21.91 PM ELEV. 493814 K: 34.B9 LENGTH: IDaDD 7.66 R n 48' 8 B4 R 1 CB=S891 C-1110'E PIII.88 34.75 53' ROW (MIN) LEGEND " 4.5' r 7' 4.5' WAIF PKW City Fort Collins, Colorado (M N) (MIN) PARK 16' ROADWAY PARK (MIN) (N'IN O O PROPOSED MANHOLE EXISTING MANHOLE UTILITYIPLAN APPROVAL H INLET COMTYPE ��//�� --01jpj`` a 9ESNTL E 9' UTIL TYPE F INLET R INLET APPROVED: C(A�I:Aigy.�,�.,� --��t�-- Eger ESMi ® TYPE 13 RELD INLET CHECKED BY. MIN _ FENCE FENCEI G FLARED END $ECRCI CHECKED BY. •�.�_ SEIBAC O DRIVEWAY LOCARONS Ial>mxev M Dw 1 2.OS YIN I STORY DRAW CHECKED BY: Al. i1 _ 3.OS MAX I TE LRO55 SLOPE FLOW LINE CHECKED iq,,'J _. � _- -_ ---� PROPERTY -NE/ROW o.n ,. Rgy_(ryER - - - - - EASEMENT LINE CHECKED BY: I WA - CURB CURB 6 GUTTER - MATCILINE r""'^^'•^ywTM IAs TYPICAL LOCAL RESIDENTIAL SECTION CURB & GUTTER CHBCKBD BY: /tzh i Ma 0 D I SO 100 jj E MAP SCALE IN FFEi ' Lr-----------* III I' I -r_ e N HTs Irn III TYPE J BARRICADE III INIEFSECTIW DETAIL III __ - J u'IL TYPE 3 BARRICADE v� g I l TYPE J BARRICADE iIi 1U I YII 117400 III 10 I I END CONSTRUCTION iIi 10 a ------- I r I END CONSTRUCTION I I I I I T, I II I SEE SHEET IJ FORTYPE 3 1 I I 1 29.54 FL i' I I I h. D CIXIBSTRUCn1MN I-------'t-------+ I DIDCONARRICADE STRUCTION-------rt- -y YII I I- - - - - L__________ SEE SHEET 111-------S �+66.64=I iSVE SHEET 113 FOR FT, I F R INTERSECTION DETAIL I FOR INTERSECT I I n ' 31.84 F. 8 AARgnmmtAA45,1 P0+26.25 I 15+DO j I �,MiFRSECRON DETAIL �( O 9 8 III 9 I I 8 SEE SHEETS ! 9 I 29.Y1 R 34.49 FL 32.13 R 88 R 89 I 28.42 F. III 24.39 FL 2J+00 III FOR CURVE III 29.61 FL ]LO]R lap C-,��-- Migrant A -I, XH43..96• - - - - - - - - - - - - - - - - - - - - - - - - - - I - - TJ_I3+60 I 1]00 ___.571QatgxwE'I -� --- --_Q�i 31.14 C. T1111 r�___________�r__________E T'T ____________ ulgnmenl A-]Ifi35.22• 28.42 R :1N66.6/ 2 A IVMwt A-5, 1]+M.48 JL92 R24.22 FL19 R24 R 16+00 1 18 z9.24 R 19 29.,1 I , 37+00 1 1 SEE SHEET 88 1' I SEE SHEET 90 SEE SHEET 85 Iffl-C�C� � ®C__CCCo of I'D QC�CMBMMMM Mora No NoME I-- Q ME OEM CO CYJ _ � MEMO <SSiICC� �CC'' MEMECCM COEM O===== C�COCE1 C�C �OCC_C�tlSfil ® MENEM 0 MENEM ®MIN WA I MEN Ere INOWN M „.. MEN OEM -no ° DOE ®®�®��®�®®� MEMEM MEE ME®MEMM I. ., IMM r FEE ran C�CIS® s�¢���e�@����JpS�@L+E�")®�Bru_B- C �- MEN a ME (p® e MOM , ,r ���... oue�CCC��I�7�C®`�� E MEMO :,�������������B���d��®�®�� EEMD�C ID+w I0+w IN+w n w zlnw zww n+w 21+0 22+w 22+0 Alionment A-5 PROFILE SCALE: 1'=0' HOR12 I'=vr VERT , REWEw[o Br: 0 DESIGNED BY: JMA DRAWN BY: V= CHECKED BY. JTC JOB NUMB, teak DATE: 5YM w L3J J Z 0 LL � 0 d ]C ofBd W Q 2 W U CL W Lu F = W CC w Gn Y Gn 1 23+75 Colorado SLEET NVNBER 9�p0Yal arty DLs C_3 2308 SPRUCE CREEK 3861 a-Y 3603 a DRIVE 9 � L, _. -_--- 3./8 a 30.58 R l� 78R 00 38.08 Rn -\ 3a26 R, 1" � �37.91 R li MCI ♦ ______________� ♦ W I M67 IT. J I N 1 38.23 R M 1 1 m I I I � I Z CL _NO,4% I 1 --------------------- .oza 1 I I I 1 I I I J9.82 R 81 39.85 2 �L 1 II 1 1 I INTERSECTION DETAIL SPRUCE CREEK DRIVE & SPINDLEBUSH LANE m TYPE 3 BARRICADE `}222 R `3208 R L31.67 R L31.44 R SPRUCE_ CREEK DRIVE nj 32.23 CL _ "�' a 32.62 CL - 32.10 R N 3221 FL� 332.22 R, �7319.66 R. `31.68 �31�M R 32.24R I , I ♦ 3238 R ~ 1 N 31.92 R./ I � I I � r 05 I Q Q 8 I Il X a � 1.95�M 1 I 34.10 0. t� k I INTERSECTION DETAIL SPRUCE CREEK DRIVE & FALL HARVEST WAY 35.68 CL F TYPE 3 BARRICADE N.49 R 1.11 R _ ♦-34.07 R N.66 R N.41 R N.2] R 3445 C. 35 06 0. 31.76 a ' --SPRUCE CREEK --DRIVE 1-34.67 R r3455 R N.42 R �xJB D rN.07 R __.___. .___________ N.70R ♦ � 5.32R 34.75 FL 8 34.53 R 3&06 FL I 34.97 R 1 OU I 1 I I 1 I Z I I 1 J I I I a Q N I 1.9f I I I I I]6.05Q ... I -y I INTERSECTION DETAIL SPRUCE CREEK DRIVE & SAPLING CT 8.J2 -29.99 a 29.50 Q J 0.� ® 29.58 FL,I -28.7 R �28.58 R- •-�- 29.57 ._________� ♦♦ 29.06 R___________ �29.24 FL I 29.05 F. N.68 FL i 8 R I I 30.07 a I I 8 oz I _ I 1 I I sea 1 I I I cm J UJ F W mLLI INTERSECTION DETAIL SPRUCE CREEK DRIVE &MEDLAR PLACE Ui TYPE 3 BARRICADE I 24 78 a 24.78 R 23.82 F. DM1� 2/.78 R 23.84R .. R 21.29 I I 24.09 R 24.36 243.92 R R 1 SPRUCE CREEK DRIVE 5 CL rrZI a xssa ., - - - - - - - - 2A23 0. OAO�RAPSI1f0 I 24.78 I ® 2192 R. 24.28 I 23.82 FL 24.22 R I 1 23.84 F. _� I 124.21 FL 1 I II I I 1 19 1 I I 1 I I I I 1 I I ~ I I � p 1 ------------------------------I I ------------------------------- I I 1 N I 1 I 1 18 'I . I 11 11 ; f INTERSECTION DETAIL SPRUCE CREEK DRIVE & ESPALIER LANE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START IN. E) C201 31.57 20.00 9026'OT N45-30.20-E 28.39 (100738.09, 208050.06) C202 31.26 20.00 89'33'5Y S4429'10-E 28.18 (100757.31. 208100.30) C203 31.26 20.00 e9W5S N4429.40-W 28,18 (1001 208069.95) C204 31.57 20.0D 90.26'OT S45-30'20-1 28.39 (100707.20,'208120.20) C205 31.16 20.00 891525' N"54'59'E 28.10 (100735.78,'208333.46) C206 31.64 20.00 993T59' S451M-47'E 2641 (100756.29. 208383.30) C207 31.67 20.00 9P44OC N45101'45-W 28.46 (10)685.67, 20835295) C208 31.19 20.00 8922'01- S4458Y7-W 28.13 (100706.18. 2084D2.83) C209 31.19 20.00 8922'OP N445WI7-E 28.13 (100737.47, 208616.43) C210 31.64 20.00 91Y3759- N451DI'43-1 28.44 (100738.01, 206706.44) C211 31.64 20.00 90'37'59' N45101'43'W 28,44 (100687.37, 208635.96) C212 31.19 20.00 8922'01' S4458,17 W 28.13 (100708.01. 208705.84) C213 31.19 1 20.00 8922.01' S44'WI7'W 28.13 (100759.20, 208939.32) C214 31.64 20.00 9D37'59' S45V1'43'E 28,44 (100759.82,208969.33) C215 31.64 20.Do 90'37'59' N45101'43'W 2&44 (10D689.19, 2069}897) C216 31.19 2D.00 8922'01' S4458'17'W 28.13 (100709.72 208988P6) C217 31.19 20.00 8922'01' N4458'17E 2617 (10074.00, 2D920246) C218 31.25 20D0 89'3V45- N45'34'S0'W 28,17 (10D(S91.28, 20922211) City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Q6 CHECKED BY: _ CHECKED BY: l N_ �1�� Ham/' een�.er v+p oe "NA. JIAA WDU JTC 644c 4 J H W O Z O U W cy W F- Z W I CHECKED BY: _N_6 � f�i. /�. r_ CHECKED BY: � `I W � N ' v.a/mB ReO�fM a.s CHECKED BY: BMp,AgP P,no, 0s CHEGtED BY: 0• LanTp County, Colo"'d0 10YB1 SHEET NUMBER 20 0 201 M ���`' AEYIEWBDBY: 113 of 141 SCALEOFFEET BAY C-3 2308 00 0 M N IW7 1 V RDAO JK . \41-.11 CL' 1 I I I I I I 1 Is I ' 145.38 R l �c4539 FL. _ 45.35R - - - INTERSECTION DETAIL ZEPHYR ROAD & SPINDLEBUSH LANE 7 1,IIm- I I I I 1 I 1 I ------------------- i I I r- i ...... ZEPHYR - ` B2 R733.6�DAD f FL__ i i I I I I I I �31.80R BID( i -0.14 CL 40.42 FL 37.52 i / / / INTERSECTION DETAIL ZEPHYR ROAD & FALL HARVEST WAY 30 0 30 60 SCALE IN FEET ♦ ♦ 5.39 C, / 25.74 / k646 FS ♦ `\ 26.14 R26.94 CL . +26.46 FS \`• 3R 26.14F. `, ♦\ 26.52 a INTERSECTION DETAIL ZEPHYR ROAD &EAGLE ROOST DRIVE INTERSECTION DETAIL ZEPHYR ROAD & SAKER COURT/SPEARMINT COURT ____ _-- �� --- 3788 R. 3]44 FL W52a I I �.18.20 R 38.19 R Z 8 3].83 - 37.56 R. . --___, ___ 37.94'R- .11 --.37.63 R. _ _ __\ \ 37.65 FL I 1 / L_._ �\ a 37.55 R/� 37.74 a L I 8 I 1 I I (337.10 FL 37.07Fl. I � i I a � I 61 I I I � I I II( = 37.20 a I INTERSECTION DETAIL ZEPHYR ROAD & HAWKS PERCH LANE CURVE TABLE CURVE LENGTH RADIUS I DELTA CHORD CHORD LEN START (N, E) U19 MOO 20.00 9T30'10' NW47*02'E 30.07 (10034016, 20B03273) C220 28.07 20.00 8024'43' S3210'24'E 25.82 (10034203, 208086,13) C221 30.60 20.00 BT3928' N6T43'09'E 2770 (100149.03, 208518.34) C222 32.23 2000 922032' S2016'51i 28.86 (1C0148.11, 208572.57) C223 32.23 20.00 9220'32' S2016'51'E 2&86 (100104.66. 208494.99) C224 30.60 2COD 87'39'32' S69'43'09'W 2770 (100076.67, 20559.22) C225 32.17 20.00 92M'02' 43T 1!23'W 2B.81 (99965.15. 208848.70) . C226 28.39 20.00 8179'52' S4920'04'W 26.07 (99983.99. 208899.10) C227 30.98 1976 89'49'33' N4416'10'W 27.91 (99963.90, 20B134.57) C228 34.33 20.00 98W17" N4990'38'E 30,27 (99958.10, 209164.70) C229 31.40 20.00 BMW N1314'30'PJ 2&27 (99677.45, 209770.80) C231 31.42 20.00 90M'00' N131319'W 2&28 (99693.62. 209839.61) C232 31.43 20.00 9092'22' S76'46530'W 28,29 (99668,11, 209823.83) C259 31.42 20.00 90.00 0' S7646'41'W 28.28 (99736.96. 209807.63) im KEY MAP NTS City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: �i CHECKED BY: �- CHECKEDBY: CJZA CHeCKED BY:y�z3r_ TN E CHECKED BY: . . . . PYp Vq ....... U!b CHECKED BY: ---------A2J4 E,MmmwT4 Rsmw w CHECKED BY: D.0 CHECKED BY, JTC JOB NUMBER: 18 DATE'. OYt 14 (D JVA. INC J H w 0 O U w w Lu - Z H w Lu LL' H Lan County, Colomdo !oval SHEET NUMBER 114 141 C-3 z3or Attachment 3: As -Built Street Grading Plans for Phase 4 4 400 PC: I04 o Tract I 'IEdE.UELE N ♦q 92 R9 ROAD, 11+4].5O 4 Argnr4nt A-1, 10+00.O0 I 11 0+ i/ 7 u 'fl I I SEE SHEET 107 SEE SHEET 91 Tract F A1939.09 p l / rEAELF Rf - �. i' I SEE INTERS 117 lrncl A PORI / i FIEY' 494645 - DET INTERSEC110Nr -- - -- - AIL SEE s III TYP)FL FFORDETANTEMCIKN LOT(LNE 9 6 7 PON STA 10+q3 2 PIX II ELEV 494Sfifi 4su 33 11 n ELEV 493999 6 5 4 3 2 rVi9n t A-1, 4939031 11 1,b PCL ELD IR FIFVI5�'AJIgmr4nt A-S 01ock FOR STA 14+54.53FL F1EV 493 I C 11400� -�� I -I}9�W -I- - i 1 00 I6 00 IB I W C403 90pFH94 WE &00' PAN r W9YE99i LANE c -- - -ZCB-STA II&_52 --3�-TC40ea 3____�__7_-_ POSlA Ip+3993 R-330.00' FLDEv49JA2J C104 mBARI" MTKI I-'s5FL EEV 40 629 4945.25 1-44.61' -__ Ca08 STA ' T=22(TV) 3C FOR 'I j 'II S7A14+58.47 I NG I I� I 9.2 POL .M001.]447 FL ELFV 937.66 FL n1 I TIE POi STA IM54.S3 (TV) EV 4946:ip 4945 30 C8=N040B'3YE 49n 51 l b1 I I B FL ELEV 49AA 21 6 I 5 I q I 3 I 2 I 1 4Rp 44.57 2 1 I �y 0 PON 493A 20 /\7 5 4 3 0Ti F��9Lr 1� i I R ELEV 493767 I I D I o c k 1 2 I I (TYp) u 1 i+w.z7 --- '- - - - - -- ---- 11 30.oG------7_----_ _--_-_-_-i ----I� TI u - Ir-----TT_-____ SEE SWEET 91 FL -Ft, T _ --- r-_-- Block 2�� 11 II u I I I I 1 AA flE = i946.2D0 STA = IN19.97 - 1 49 TA ADE �REA KSTA - 10+65.85. i P7STA -- 1415453, PJV =. 494&04O ELEV = 4938.510 PLR - -5 fn 16+79.72. - nEV = 49S9090 = 4946A10 (1EY = 1149N.6}p AYE aEIK STA 10+97.25 ELEV = 4939.090 49M170 PGE STA 49M.68' - EME 4939.fiB0 _ - _ ERADE BREAK STA = 1N186 ELEV_22J% = 4939.}98 -3.49 1 TO- 2.35x GRADE BREAK VA = 12+91.4 ORA[N BIREAKJ n ELEV = 4939840 I.48x ELEV 45.] -2.62 ' _. - ^ GRADE BREAK STA 13-024 SEEM ELEV 49396M - - OVADE = 49I v Y = .ELEV = 49JflB K -2 J -2,96x w a (BADE BREAK STA = 14+I19.2' . ADE BREAK STA = I.0+97.25 ELEV = 49M EIB IEv = 4944.560 'RAGE BREAK STA = H+054 CURVE TABLE GAME LENGTH RADIUS DELTA CNORD CNORO LEN SIMI (N, E) C40D 28.07 20.00 8024'43- N3210'24•11 2&82 1 (101 208039.88) C401 34.03 M-00 9T 10' N5F47'02-E W07 (IOO14616, 208032.73) C402 46.63 345-00 T44'41- N41DF37-E 45.60 (100407.73. 208095.40) C403 2.SBJGO TN'41' N4D9'37''E 42.55 (10D4IIOz 206065.69) C4D4 315720.009016'07' N4YM'2DE 28.39 (100687.30. 208099.95) C405 3t26 20 5N 28.18 (100708.09, 208050.21)7'S' 3 N44290'W fl18 (I00I3/.21, 8120.OS)1 C407 57 20 9026'07' N45'M'20'E 28.39 (10073&09, 208050.06) j KEY MAP T LEGEND Q PROPOSED MANHOLE EKISTNO MAWKIIL B COMBINATION MET TYPE R MET ® TYPE iJ FIELD NUT FARED END SECTION O DRIVEWAY LOCATIONS STOW DRAM ROW DNE ----PROPERTY LM/ROW EASEMENT LINE - -MATOAIW TT FLOWLINE PRO ILE PV STk Ieiu.9s 'Row (MN) PA 0L 4943.17 _ LS' Y -6 (`bF1 11ON - K: 31.37 - WALK WIRY T r PKNY WALK STA 14+5fl47 LENGTH: 130.00 (YN) (MN) PART( 1fi' ROADWAY pAIA( (WIN) (MWj 4 lB.6l - AD: -4.144 -GRADE BREAK S7A = 4955 16+fi2. - -- - - Ilp qA: tAB6 R3 E7Er = 4�41.3]2 HP 6LEv. 4II4262 ADE (BREAK STA = 7N96.64 - - _ 9' UILL 9' Uik ELEV = 49J&793 1 I FSM7 ESM7 AXE BREAK STA = 1a+9570_. _ _ P I 6.5' I .54; EEV 49MBSO 1.tBx N A� I. - .. �.'.. FEW --'- •-y- - SETE) --4940 - - - - EiN191E0 GRADE - - _ 297; - I Lai Mal _ - 1 OSS MATH L129x _ice _ AGE BREAK STA. 15+06IO_ ___________ _ 1 Oi64 SLOPE I tS; 4935 ELRV 4938.99D _ _. .. .- _ EKiS11NG LRADE ROLL-OVER _ _ _ -. _ _ . _. - 4930 CURB & OITIER CENTERLINE PROFILE PA STA 14943 5 4925 TYPICAL LOCAL RESIDENTIAL SECTION . PO EK 3 494356 - K. JT31 LENc1H'. 130.00 4920 l9nm4nl A-5 HP STA. 11.86.81 TERSECOON HP P1EV: 4.10, ELEV = 49lB.J40 A 4915 IHi926 MADE BREAK STA = 1J+39. ELEV 491J662 EAADE BREAK STA = 16+62.1ooU--��T -1.fi2x ,58% 4945 EILV = 4939.SJ9 - - ADE BWM VIA-- 14133.09 ELEV = 4941.J6 _ _ _ ._ DAA Y 4945 STA 14+W.47 -1.I4 LI6; GRADE EARFAN STA = 19491.4 f EINISNfO GRAM - 49,50 -ELEV - 4940.235- . - r -_ -sT ADE BREAK 983= 104J1.21- - - - I. - f 493Sfli64- t4+3909x �--• ` 4940 AGE BREAK STA ELEV 49 4935 o S TADS BREAK STAG- 1002] 2]1 GRADE BREAK STA = iv2 2.01x - 1 EXSTNG GRADE I ice) E MIND ELEV - 49459B3 _ _ FLEV 4930344 +e ELEV = 4945.985 _. _ _ _. . -L99 ALE MEAN STA 4+M.09 1. I 4930 ELEV- 492 62 -- 4925 PN STA. I8+14954925 PN ELEV 494311 K: 31.37 LENGTH. IM OO 4920 RIGHT FLOWL14E PROFILE Qo -4.1" ELEV = 4945387 HP STk 17+86.B3 HP ELEV: 4942.62 4,915 4950 / PCR STA = 10+39,93 P Sp = IH5453 / ELEV = 494i390 _. ELEV = 49l].660 ELEV = 49JB.2104950 AN BRED STA = 10491.2`_ ADE 13RFM STA = 15+06. 10 - - 4945 0.01i -2131 F_EV 4 1.170 ELEV 4937.660 EIEY1= 49178.980 - ' I 4945 Pa2 s1A _ isi845 __ _ _ . _ _ _ .. __ -12J; ELEV - 49382JO. FWA9® GRADE -t:ins �` 4940 -213K n46.60' _14 1.5}S�- Tc 215x + - - -J P __ 1.111 n^ - e, v (RADII BREAK STA 12491.4 - _ _ ___t___ __ _ 4935 v- - ___.______- 4 a � Ensnnc GRADE a, GRADE BEAK STA 13+024 . a .. ILEi'=_ i4 �Q,TB. (RACE BREAK STA 16.62. _4930 tl d� V ELEV = 4941.372 AL REM 1. - Iulw 11+Vu 11+SG 11+00 12+50 13+00 13+M 14+W 14+50 15+CV1 15+50 Alknment A-1 PROFILE SCALE: 1'=50' HONa 1'=10' VERT 16+00 164M 174W 17+50 18+00 18+50 19+00 19+50 20+00 "WA, AM BYIDO JTC 4k 014 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVEDG O. 'i�0 01ECKED BY - �/1'P4Wa -o4w CRICKED BY. "---J"m..... CHECKEDBY41..• CHECNEDBY Aw ,e i1 .ee_ rok C EC Ep9Zed- E 4. Wm CHECKED BY G4L 4n, q,mly, Cdorval _ oral SD 0 50 IRE SCALE N FEES n,; °4r co 4:D PM N in 1 ti 1 1 I 1 9 SEE SHEET 119 FOB d/L-of-sAc DETAIL PC STA 41+9E50- FL ELEV = 40...'7F CURV DATA- R-861.94' }� T=230.94' 03r mO7&50fl5015 7 ca-SIBSr48'E •`" C-4X05 PT STA = 41.10.30 " _..--i_ ' --- 6LOT LINE I I LOT LINE 11 5 I (TR) V SEE SHEET 113 FOR 4 I 6 I 7 8 A6gnmML A-5. 23409.26 1 INTERSECTION DETAIL Block 6 G22 -, - �I ^ I s � D$TNICF ugvnent A-1, 36i1199 TYPE 3 BARRICADE 2 3 "- tprt � TRIANGLE END CONCTION t STA 3 11859 12 GN+00 CIA Lt'W 6PAIEA INE 00 3E 23+ 3i OD r 14 m I I - PCR STA = M.7867 15 g[ 8 PUT STA 38+DT. P. EV . Y94138 12 i MY = 492422 6S ¢ U2 C419f I, I, I, 2389 ft I', I 111 z3.vn 17 16 1 13 1 12 I I1 10 I 9 1 19 18 7 I,PQPR I I 8 FL ELEV - 4923.69- $I FL ELEV = N23W I SEE SHEET 91 c MOOIA " 4960 4955 LEFT FLOWLINE PROFILE 4960 - $- _ $ - _ 4955 4950 4 4950 4945 � e 4940 �A 4945 - - '. CD DE SAC CE _ - � "� S � SEF SHEET 119 SHEETi119 END WNSIRVC -. - - : : - : - - - - : - __ - 4935 STA 35+Bfl59 - -.----- --- --O.SOi 0.500. 0741: .1 . _- _ - - - GRADE STA . 41+91. 4925 - STA 38+54. _ EIxY - 4931.718 10'TYPE R NLET _ :. CENTERLINE PROFILE - - 4920 TG=L53% STA = M465.93 PC S1A = 41410. . 19I+.11 - ELEV = 4930. -4950 . PN STA, M+MO6 . E .. 4924.N 4945 : K. 43484940 LENGTH: loom4940 - . _ - IPSTA: 3645U8 - - 4935 LP ELEV. 4924.55 CUL DE SAC -.- -: CONTINUATOR 4935 FUTURE FILING 4 .- _ SEE SHEET 119 EXISTING MADE -\ (il➢) ., A` 4925 STA 40+6124 . END CONSIRUC '. _.:_. ,. FINISHED (WADE FEY = 49301, _ STA 35+118.59 - 4915 _ ELEV 4924.94 .n�c GRADE BRf7VI S1A = 4 63241 ELEV = 4929,794 - __=___-o STA = 1e+09. E- = 492438 - - 1 7 `- 50E . _ - - _ - - - - WHiNJATXIN . . SEE SHEET 119 • - - '. END CONSIRUC - - - iL ]93.31' STA 35+8859 - TC-1.42% - _ - - STA = .16+7fl67 PC STA = 449n.23 ELEV 4924.55 - ELEV - 1921» CIEY = 4929.] ++w naw �xw n+w mow M+50 37400 37+50 38400 w+50 39+00 39+m 40400 4 50 4140D 41450 41+92 Alignment A-1 PROFILE SCALE: 1'=50HORZ 1'-10' VERi CURVE TABLE CURVE LENGM RADIUS DELTA CHORD CHORD LEN START (N. E) C419 3125 2Oo0 89'3175' S/5'3/'S0'E 2817 (100711.00. 209201.N) C420 31.19 20.D0 8972'01' N445WIYE 28.❑ (10)74100, 20 M2,416) C421 39131 676 27387.79 33'19'20- Nln8'32'W (10032141. 2093M 56) C422 434,14 646.27 1 30-n23- N1B57'2VW 426.03 (100301.24. 209390,45) KEY MAP__ wS LEGEND © PROPOSED MANHOLE EKISTNG MANHOLE 8 COMBINATION NIET TYPE R INLET ® TYPE I3 FIELD NI -ET a FURED END SECTION DRIVEWAY LOCATIONS �>«�'�>•>n� STORK DRAW FLOW LINE PROPERTY OWE" EASEMENT LINE - - MATDILWE CURB k GUTTER 5S RDW (MIN)s' r r is WALK PKWY r r RRWY WALK (MIM) (1N) PART( 16' ROADWAY PARK (m) (MN) �4:. may"• �. 9' URL a ESMTIO' E9IT r 6.5' MR FENCE I SETBA21 1 CR Sl j RDL-OVfR -� CURB 8 BITTER TYPICAL LOCAL RESIDENTIAL SECTION City of Fort Collins, Colorado UTILITY PLAN APPROVAL t APPROVED - CHECKED BY e CHECKED BY .E _)p;� •7 Y /4I Svni-a..n•p CHFCKFD BY N•4. m V/fi//W rrps E�r oao CHECKEDBV- v.n.wao..m na CHECKEDBY v.w um CHECKED BY _ ORMAN 1Y WOO CIECICED BY JTC AM NAWW31: 114Ic mw 6MM9914 NC O U U z J LU _J -J LL a EL a � ,a w ZZQ � J R23 x aw lLl F- ZZ¢ = W J W tr of Lu SC V) a LL L7= 4alGOMI C01ora0o SHEET N%D1 ��..-,. 50 0 SD iW veK/L 86 OF 141 SCALE N FEET C-3 21nR SEE SHEET 91 '- _____6 1 ____ (�)NE T --PT: 13a9411 l 'I ' I RFOR NTEAgICligl �,�_i________i _______ I ------- Block 2 w LET 113 H IIE1611 ii II I I 7 B I FORI III 9 'I� 10 1 11 I 12 1 13 III td ill 15 il� 16 I III 11(A/J 11 n EIEY 493F67-nv',+en III FOR �� I I I III 5.OV I PCR I I �69III QUR ESYT ----Pa Sor ElEV 2t49b1MP914 �ib II II REIEV +_�ElE A49346875. 1.,48.z1_I-g=-I-------�, --i�~ _P .EEEC 49 ' II'I j SAP� rnRt I c4ae 4H 934 sr A y Rn6 1 A-2 13 23.os I £ I I I n REV 493578 - - - --___-FL FILL 'w 1 00 1] w 1 W 13+ 6.00 PAN SARM sow - I _ _ _ _ d 98 FOR EE VV I1931. ,� P�STA�V 1�&3 7 T END CONSTRUCTION3BACA_ _ _ I PMSTA ELEAVI19- - � ( III I I II II Al07= A 2. 18+76.08= __ I 193{86' _ I _ I ______I _______i__--- I RF1EV l93i63 111M ' 111 8 8 Alignment A -I, 21l S7.29 8= 4s3.ae I coo I SM 13+62.89 I I I I' 493A15 I - I PCR Poll SEE SCET 119 FOR 4 3 SK7R DISTANCE 1 I I I R EIEY 5af n l 2 CIA -DE -SAC DELTR $ TRIANGLE (nP ) N III 51W I III- I I I Block 13 I 1 I Ili SEE SHEET 91 .4960 LEFT FLOWLINE _PROFILE _ PM STA 1614ODB 4960 PC -PM REV. 4939.40 - - - EEEV. 4854610' - K: 31.70 LE]NOIR 120.00 �. 2TtApE.... . - 6 4955 11LV = 49N 710 FP STA 16+36.49 - -- - - - PW SG = 12+9] 67 F1EV = {93/.670 I HP . 443813 4950 `rLEV = 4934 747 _' STA = 1N57.67 1 _ 4945 GRACE BREAK 5!A = 12A58 2 REV = 4931.660 =w ---_BiABEE�1f S A% 111 ELFy = 4935.221 - _ - w EIE�' 49A212 F _j UR,IDe SAKI STA = 12+36.> ELEV = 4935.654 STA 1346 N i ! EIEV 49M 72 n FINISHED S CAApE 940 ___ 240E C0. DE SA[ 1 CONIWUATION SEE 49.ET 118 __ - .. - - - 162S - 2.00 025E .. -0.1 _ a 40 - ADE BREAK STA = STA 1{a09,99 - P.FV 19y5.298 -. - All BREAK $IA - 13f96.53�- PM A I6f10 PM EIEY. 4939 79 K' 31.]0 LENGTx i� ,- - - G xlSnrv4930 GRADE . 4qMQIAOE I A = n+ 2 ElEV1= 49 I CENTERLINE BRUK STA-IJ+p9.2 �jLEV = 4934.490STA DID aBAK S7A = 13a 03.2 REV - 4934.495 PROFILE EUV = 4935.110 ELEV=�4934]66 - }+2].05 _ ACE BUM STA = I}+36.09 TA 16+36,49 1p r V: Iy39.Z2 ry 492.9 4945 - - -' - + 4945 _ 6R BREAK STA ='12+38.) FEEV = 4936. :_ GI - __ = 4934,488 I _ ADE BREAK STA = 1h39.76 ELEV = 4934.515 1 iBE� -- - _ m FINISHED MADE 4940 - i--:_ -2WE- CUL DE SAC SEE4935 SI�ET IiB --'2J2E-- _ ll GRME BREAI( STA 493 4222 - - 422 I�217E _ _ <c_ � __ _ NO CONs1RUCnpN -_ STA 11+6289 - EIFV 4934.85 _ _ __ __ __ 4930 ! E%ISiING MADE 4925 ADE BREAK STA = 13+42.86 IV = 4934-492 _ ' _ IGHT FLOWLINE. PROFILE - PM STA: 19+40.00 PM �1 iso .4a 4960 LFNDTN: 120,00 -_ -4955 W A: 16+36.49 ADD BRE STA = 10+35.08CR R ELEV = 4W 499 EIEV = 4934.07D ELEV = 49.H.010 CR STA = 134 SE 37_ + I � �_ 4945 JGRADE FAST _ ELEV= 49p.490 _ 9 I FOR STA - 12+876 ... ADE BREAK STA :. fIMSHED 4RADE 2 1 , REV- 19N 579 14 09.96- 1 1 -- - 49351- 4940 CUL CE SAC - BItE~ -_ 211A _- - STA - 12+%) - --ELEV _ -.298� + r-T �,.}3E- 157E .. r -- __-- __ _ SEE SKEET DB ! ELEV = 4935.654 -1 8 1 60R -- - - - - HD CONSTRUCDON - - 4930 STA 13+6289 ExISTNG CAADE EL 4934.56 ••-�• •�•w �•+� ,.,.w ,�+w 14+w 14+50 15+00 15+50 16+w 16+50 17+00 17+50 18+00 Alignment A-2 PROFILE SCALE: I'=50' HOR12 i•=1D' "I CURVE TABLE CURLS LENGTH RAMS DELTA MORE CHDI✓fl LEN START (N. E) C408 3167 2000 90'N'N- N4514.45W 2846 1 (10068567. 20835295) C409 3IA9 20.DO 89RYO1• N4,VV17T .29. 206382.95) C410 31.64 20.D0 gnr: N/591'4J'W �4(17: .19, i06403.12) C411 31.16 2GOD 8915.25• N4450VE 28.10 1 (100735.78, 209333,46) K1ECYYCMAInAP Q PROPOSED MANHOLE ENSTING MANHOLE COIABLNATKAN INLET TYPE R INLET ® TYPE 13 FIELD INLET FLARED ENO SECTION DRIVEWAY Lowl ®® STORM DRAW FLOW LINE PROPERTY LINE/ROW EASEMENT ME MATCIAN,E CURB a OUTTER 53' ROW (MW) 4.5' 7' T 4.5' WALK PKWY T T RKWY WALA (AN) (MIN) PARR 16' ROADWAY PARK (MN) (MW) 9' 111 E9 i ESITT I N_ FENCE .0MIN NOR% YAK I A lit� gt055 SLOPE ROLL-OVER _ CURB 8 WTTER TYPICAL LOCAL RESIDENTIAL SECTION City of Fort Collins, Colorado UTILITY PLAN APPROVAL>� APPROVED. `+_ �Spe �� CHECKED BY 6e - W�! WY Pu CHECKED BY. �Y�r>.aY' lwel 0.0 CHECKED BY. Ae.� erRr CHECKED BY.Am PAnA ou: CHECKED BY Wib CHECKED BY: MBY W00 D 11 N1C JIB NABER 1fi DATE 01252,114 m rvA. ac ) Ur L11 Z J 0 F J LL a IL -6o Of z (D of �a ILL)~ Q w rn W � Y Cn Lar Wr CDurtty, CDIOf8d0 `10 PrOvCI �-EE v�AABEa SO 0 50 too PEV,AWEO 8. I...r nN Erywr.ry„< V Y SCALE IN FEET C-3 Z308 73' ROW (YIN) 4.5r 1 r 4s 1 rESMT PARK Unk WALK WALK (w�) 8' 12' 5' 5' Iz' B' ENTRY WALK9' on RAM AN EOLAN TRAWL PARK (LICK ESA' I I I I IRANE PRGE ENT 1 OE o I 1' IN 611 CLIRB FEAR I 20R YW rl 2a WIN I 3.011 MAK ].OR MAX I CROSS SLOPE - CROSS SLOPE ROL curs s GUT" WTrzR SEE SHEET 107 SEE SHEET 91 TYPICAL LOCAL RESIDENTIAL SECTION WITH MEDIAN /161 I �I'� I /� SEE BEET 114 / 5 FIL 4 r/ �' FDR L ERsecna 6ETA J3 2 1 I II DV6 494Ofi1I I 1 I I I RELEV 4935677 IIII1•��Ilil I 6 I 5 I 4 I 3 2 ry I SCE 91ECT 119 FOLt SIGHT DISTANCE I I I 11I A*.t A-3, IONM94/= �.` � `CUI-DE-$AC DEiAR g p, TRIANGLE (TYP) I ZEPHYR ROAD. 16N58.37 ; .d _. L� s3ar I I1 Block '71 Prn------------ I`= ROW 1 3 I I II ELEV 4918d9/ it ____ ___ ____ ---------------- 7T PCR STA 10N44.% ' r Y AR I1DN00.91 ]]r�I 8 u i l 161 I _- ______ I` 6 J I � r------r I SEE SLEET 11II I 9191T]I I Fal N1ERSECILN OF7A1 PER 1� . L01 LNN dSTANCE E I,a FL HEY 19329E III I (1ny IANaf I 10 1 I 12 I II 4932X / (TYP)I17 IIEDD�7 NFL K I 0 II 10 ill 11 f 12 I' 13 14 15 I' 16,Sour �^ FL El4191I I I III III II I '(hT) P'= EILEVI"3Z22 Pa� A 1a47D} PaoDR MIT 1 di1 AI4 322P f _ _ _ _ _ STA 1 R ElE4933.04933 88/- IYPE ]BARK%ADE I I __ f93x 14 END CONSIRUCIION I PCR FIEV 4 33.70 � ----- � i64M.10 1--9-�� 1 IIIII� ICR 184 A'I I ' i Alyllm4n! A-5, At71.48 I I FL 1 4939.67 \ _ _ �I9100 rill 21Noo-� 21N89.2 N 1111 B 6vAIN499i� S.ao ��4-}-T�- I �I {BIO02 , 1{t FALL iUA1E3T M7 SNd) I61 6.00' PAN a ]t00 Tract S A--3, 21A+WM _ 11 1 mROS6021 _ _G ____ -PCR ELEV +�N. _ _ __ PCA STA 2145/930_31 III I1 �l ] _ I I _ I _ l 88 SHEEF T BB t B9 FOR d �MI]TI521 E ANO LINE PCR FR STA I6t71.77 r R iL ELEV 49334E I ELEV 7 C=1S2.94 DATA fL El III 493 1 I I PCR R ElFV Ell 493 1 1 I I 1 IR ElEV 493E 11 1 $ I 1 rl 1 I I �� SIGHT DISTANCE II',I 6 5 4 I 3 2 I 1 18t II R 84931511 7 1 6 1 5 1 4 SEE SHEET 107 1E SHEET 9iI 1 1 3 1 2 1 1 Illy 4960 N STA 11 CRAOE'B1EAx sia - io.%i - K zai441 - _ _llk LEFT FLOWLINE PROFILE LEW109.80 . - - EIEV - - -- - GRAOE �IEAK $IA 10485.9 S 3. 'ADE III STAI = 17+01N PN 5TA 19+65.00 « ElEY - 1940.550 S A. IH47.6�- - - - - _. - _ - PCR SrA = t6NI0J _ _. _ C.EV = 4932.320 - _ 1 PVT 1 4935.22 W E1EV: f94111: ELEV = 4952.I S0 - 4955 CRAOE 4EA1( iiA Ip47fi.1 - 4 4 - - DR2,OE BREAK STA - 15470.1 REV 493t SN k ➢.92 1 EIJV 491Df55 ) - F70 = f9122]0. - PEVc �2 V BREAK AD, O 1112+1kASTA17N21 69.IB - 400 ADTAffil ]B 51 g. ._ AGE BREAK STA 17 12 98 PRE STA = 1WM 54A = IIN82144950 4945 EIEV 250 _ EIFTR9Ao9 _ _ F1EV 49J 596 HE STA 19i66 t0 HP ELEV: 4935 D6 - 4945 F�V = 1910.3 R 5. 0 GkAIDE� ELEV = 4933.191 R $ }, GRADE BREAK T�5 A - 15N'432 41 AENL A = 2 33 - _ _ _ - - - p EIEV = 49J2]f5 _ _ w {9336R 4940 ST ION64A : =p ___R=122.90' -222R - _- - _. Ww . GRADE Ell STA . 1QS _ - KELE _ - ELEV 4932970 5 (IAPIX) -_ •. - - - iG=2.42R _ _ _ -_ _- - FIE`] - 4933.335 11 N _ - 45% 1 25% 0 5 .-0.69R 4930 -0 �� iG=11p11 � 4935 .-I t5 -O,O6Y -0.18 059R __ R 9.IB K 9R 4930 iG -10. -__ fR AGE STA = 18t2351 - - - Nam'; 4925 R=1I.2B 1 - Pao STA = 16tt41.t iG=1.2BR':-aN SEA 11N .69� ,? I ELEV = 49J 24O ELEV = 19}2.220 ELEV = 19 .870 4925 ADE BREAK 5TA = ION2].%PVT 1 494212 d II $ K 30.27 EIEV = 4939.999 _ - - _ LENGTH: 11513 H� PRQFKI,E ,4960 1 -S W. cDNsmuCnoH- - HE 5TA: 1141992 - 5TA 16N610 PA SSA 1916500 a HP ELEV: 4941. 59 ElEV 493216 PVTELEV.493576 N a 4955 LENGTH: 7000 4950 : r4945 ALE BREAI( STq LIP TA 19+SLR 164J6 D HP fLEW 493551 W -2G4 _ BREAK STA - 4931. - f1E _ {93 = 16N53.Io $� u 15BR - - FR9m '� I {931 Al STA A _ __-- OiME RRENt SELL - 16t194 4931.952 _ ppE BRrAx STA = tYt69.tfl - - u N 3211 2 TA = 1 y9Jt916 -- -- _ 4940 2.]4 �LEYGiH 111019 FMB A �A = i6ii.9 EIEV = 4931. ELEV = 4933.731 - ti______ _ ___ PN FLEW 19tl F1EV = 4 .981_ .. 25% 0.95% - 4935- - A0 -145 - +-(YNS�RUGnOAI_ __�_ ___ 99� dill 12 2.Oix _ -- ADE BREAK 51A = 1645b.10 k1EV �49Jf.flo - 18423.SPN EiLFY.1J5� _ __ ___ - 5' 1.48R SSA 16t7610 - - P 5 A 114411 FIOSIING aiAOE4930 99 HP F1EV a9R.it 1 I 2R ELEV 49J221 - - - 4925 - _ ELEV = 4931 954 K 37,92„, - - - LENGIN: ]0.00 -T^'ME F�'AK STA = 21f15.4 STA = 11 N82.1f I 1 - - _ - _ -1.846 _I._ ELEV _ 4931816 4950 [LEV = 49 9 RIGHT FLOWLINE PROFILE HE STA: 1946610 yI i -- _� CR 5TA = 16471.77 _ HP ELEV. 4yJ5o6 I 4945 f939,660 -J _ t _ _ _ - 4945 ELEV= /9J1.8/0 R� -- - -- �(j 21489. AP R ELIEV t,2]R R=6.378 X GRADE STA 1261 _ - AOE SNEAK 5TA 15i 50.00 RARE III STA = 1]a2305 49 612 m 4932930 ELEV 4932.520 PCR STA = IONA5 _71A5 _ --- -242R FLFV - - ADE BREAK 51A = 184tJ Si ✓• - - 4940 4935 FLEV 49Q 070 -71725 STq 16N011} ,rGR S� GRADE BREAK STA - 21t75. -- - G=1.2fR FJFV = 1931.9N ,ILEV - 4931810 m W ELEV = 493J.336 STA - 10464]] TL=�i - R-14S23 - - ELEyy = 4y9402 - - 1.33R 1 R t25R -_ _ _ _O89R 4935 4930 (CAPER) - Sri 1.40R IG=2.05R-J.97R- -1.51 A__J 9R _ 4930 AOE d2EAK A = tOt%.❑ PC Siq = 13+OB.B3 - - PC STA = 13H2.BB - - - _ COMSfRUCiIOM ME BREAK STA = 17469.18 - -----------------99% - 99_ 4925 FLEV = 4940.650 LEV = 49 A LEV - 4937.52 P STA I6N76.10 ELEV 19]3.191 - ELEV = 49JIA40 4931.440 '' ELEY 4951.90 9N 75 IO+L10 1045o itill0 I1t50 124L10 12450 13No0 I3450 14NDI1 ,�.cn .. �,.,. ...�. .. ._ _ __ -_ _-4925 :- 1.1a 194w 194w NNW 2DNw 214W ZI450 21t00 22i25 j MAP KEYAna p PROPOSED MANHOLE COSTING MA*W 19 COMBINATION BAIT TYPE R LLET ® TYPE 13 FIELD FRET a FLARED END SECTION DRIVEWAY LOCAT06 vv® STORM DRM ROW LINE PROPERTY I -Al W - - - - - EASEMENT LINE - - MATCLRIC CURB NE WTIER fl,3t iew III . NED W. AAA m fir: M9p 'D BY. AD JA®1. all 1021 O NA NC 50 0 SO00 SCALE L FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL�./ )� APPROVED. 7 `iD'� CHECKED BY'. Wb6 CHECKED BY J1 Ammwu. usr� CHECKED BY. eqr CHECKED BY CFI CHECKED BY li CHECKED BY Claim- Lan F County, Call 0 P OVA S*E1 HIMIBER 88 a 141 C-3 2308 Tract H IE}E UE °E 40,24 FL NL 31 R i O ` 1016' M �4N2 F. / /r \ `\ 10.99R� 41 07 � _ /-CO6 \ IAC6 R � 11a0 ' ` \ 41.03 EL �L I I i 1 I - -- - - - - - -- - I I I I I Block 3 I I I I I I I I I I 9 10 11 12 13 I I �r 4086, 48.74 FL C454 1&S4 R'-, 72 FL 97 FL L462 .,/ 3962 FL w 'I 4" _ _ U 3T93 FL 3851 FL 3r$FL 3a 02-----i- - ---__i J I 40 BB 77� 40.88R �� �J 36.74 FL 36.1 J R 1 36:69 R 35,11 El R 32.93 FL 32.23R _ 4105R 10.83R 'y ..,,// _ T _ 1092 EGA 10.18R CI V '4092,' 459 41.00R -- R Q..96 R \ C168 ...✓✓✓ � 1 J9.06 R J&11 R r8 11 1 C4] E� P31 R U72 1 1151 r �89 R \ 37.4J R :Jl ` J6.71 R FALL HARVEST WAY 4074 R K7 ` PF 13a42,88 L46J 37.33 R lafi9 L34� 40.10R _`'f`- 37YA EGA FL J6.11 R 35.]3 R 11.Bt R 1468 32.15 R 16a00 11 ]O 1032 A' N/ C16 1 76.18 E01 6.18 12100 R 9 i C158 3306 R XII FL 465n L466 3&22 R 3J2.3 R /64 J6.H R 7&77 R I p P.0 77.]0 R d 3411 R L467 1 32a5 R 3� i 38.8E R f ,31 39.89 C4 -�12 Lq 31 73 L4 J150 R E� e11 C4 31 471 �1� 1 g 38.54-_ '�'74R 36-13R �R 313 _______3765. 35:62-R 88r4:R 35.39_______________ 32�FL 34..90 FL R w r _ _.._3578_ U 23___-___________ 3300 3203 C457 r 0U1FAll/$PRL CURB AND GUTTER FOR FALL HARVEST WAY MEDIANS (7YP) I 1 I i 1 I i I q i I fit. 7 DESIGNED9Y JIM I DRAR14 W - i oIEaED rn. nc 1C1B NLW�11. t&Ic I DATE. m2Wmt4 m NA, NC CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEI! START IN. E) CURVE LENGTH RADIUS DELTA CHORD 010RD IEN START W. E) C452 30.50 2000. 8739.28' N69-43.09-E 27.70 (100119.03, 208518.34) G477 4.71 300 900'W W42.43-E 4.24 (100516.68, 208655.10) G53 32.23 2000. 92'20'32- S2I21E51'E 2006. (100148. 11. 2085T257) C473 4.71 3.00 NWOO' N451r1YE 4.24 (IOD513.65. 209%2.09) C451 O95 10.00 45712' S23'4r19'W O85 (100106.]B. 20859&I1) CI7a 4.68 100 89-22'01' 544-WI7'W 4.22 (I00686.2120%58.97) C455 IMN 275.00 25.36-W N13-05.21-E 121.86 (100310.79. 205607,07) C475 A75 3.00 90'77'59' N45VI'43'W 4.27 (100683.24, 208665.96) C456 31.64 20M 903r59' N45111.43'W 28.44 (100687.P, 208635.96) CQ6 O85 woo a52Y2- S28'I9'31'W 085 (IOD163.71, 20058018) C457 31.19 20.00 AR'22'01' 54158'1rw 2013. (10070801, 208705.84) C458 145.22 325.00 2 M'08' N13'05'21'E 144,02 (IOD2889& 20865205) C459 0.85 10.00 41V'12' N2819'311 0.85 (100264.20. 2086N.99) C465 0,85 10.D0 452'12' N2nr19'E 085 (IWt]6.06, 208552.79) C466 4.01 3.00 915159' S21'36'39'E 4.31 (100309,37, 208628.18) M7 4.62 MIDI 8BV9'7D' N6622'36'E 4.17 (IL1030181208633.77) U68 123.75 295.GO 211)Y03' N121W18'E 122.84 (I00309.37, 20862648) C469 127.81 305.00 24'00'34' N121r34'E 126.88 (100305.P, 200637,65) C470 4.71 100 90DOW S451Y17*W 4.24 (100463.67, 2C9857.84) C471 4.71 100 90'00'00' N4P42'43'W C24 (IOO160.63, 208664.82) LINE TABLE LINE LENGTH DIRECTION START IN, E) L450 IC51 425' 53' 25'E (100148.11, 20957257) L451 1937 N25' 55' WE (10015&63, 208544,33) L452 11&94 S21' 01' 13-W (100285.00, 30859107) L45J 116.N N7(r 45' 37 E (100163.71. 208580.18) L454 257.89 W 17' 17'W (IOD687P. 208635.96) L455 25EB8 so- Ir 17-w (100688.11, 209685.96) L462 4.00 MT 32' 39-E (100305.36. 20863BO7) L163 31.30 SO' 17- 17-W (IDD460.8& 208654A2) L464 31.30 NO- 17- lrE (100429.33, 20B66A66) L465 400 NW 42 43-W (10046365, 20866184) L466 4.0p 509' /2' Il'E (100513.67, 20865&09) L467 168.81 NO' 18' 11'E (,DD516.63, 200665.10) L*fI 166.57 SJ' IB' il'N (10068125, 20865598) L469 400 509' 39' ITW (100696.25, 20956297) LEGEND 0 PROPOSED MANHOLE En911NG MANHOLE 8 CONaNAT10N INLET co TYPE R WET ® TYPE 13 FIELD WLF d FLARED END SECTION DRKWAY LOCATIONS EQ STORM DRAIN ROW LINE PROPERTY UNE/R0w - - - EASEMENT UNE WATpRw E CURB E GUTTER 20 4 20 40 emia SCARE IN FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED. �Lu, yam' CHECKED BY: yy��-rw�.,.w./,�/J• � CHECKED BY. Af&) y _ CMECKEp aY: Al.A. �./l Alf a ST CHECKED By- r.nmoxea®� om C14ECKE0 BY: .. FrF .wrw Nnrwr WY CHECKED BY: LaR County, Col0ralb VI-3 ZJ08 I m Q f4'A N In 1 V L SEE SHEET 119 FOR- CUL-OE-SAC DETAIL I 12 13 14 5.00' 1 IR 1TW1 10 9a94. .' 1� 0+00 9 "" 6 53' ROW (WIN) 4U I Y 45' WA PRWT 50 0 50 IN ( 16' ROADWAY _ PAR" _ (mo) _() SLATE M FEET X�jJ��+�" MN 1 10S% WAY CROSS 40PE ROLL-OVER SEE SHEET 9I cum At GUTTER TYPICAL LOCAL RESIDENTIAL SECTION Vll I Block Yllli� --- -------- -- I IIUi I I I i4 --------- -- - - I I I --------- III ---- ----- - -- Block a l I I I I I I I I Mllil aII I I I I I I II„ 61I PM Aiymol A-4. 14966.6h FL EIEY ,92B8B / Mg.: A-5. 20a21.21 I III I' 15 16 17 16 I 9 avzv a9 10 I it I 12 I 13 1 14 I 15 I 16 FL PLR EUEV 4929.fiB II' I i I I I TYPE 3 BARRICADE LOT LINE I I PLR R. EIEY 4932.92 U 4929 B3 U15 I END CONSTRUCTION I� (TYP) I I G I I $ I Y -L41fi POI STA W31.255 C412 STA 15a06.50 R PIF SIA 19-84.27 ___ ._ L __ ___ I ___-�S7A 154O1.26_____________________________ I 1 I I iL EEEy /9]].01 __________ a929.47 .FL ELE32 - - ~ _ 15400 16 00 ] 1� 6.007AN 6.00 PAY ISM li 20a19. { I C417 _ _ _ _ -- _ P Ft QEY'El 192914 C413 I _ 1 C IL Elll' 4948:39 ELEY _ _ I _ _ - -� _8 R ELFY 32.83 J menl A -A. 20a 19.66= Y1 , 1� EV 4 3 2 492923 4s26 54 I & I 8 492BSE 7 I 6 _ _ i _ 6 _ i 4 _ i _ _ _ 3_ _ _ _I_ _ _ _ 2 PCR STA 18i85.05 1 I R g 1 v 'A°"1 A-1. 2e.2333 POP c418 I rl �' T OSTANGE I I SEE SHEET;13 FORI I I I I I I l p j 1v1539 8�5' TRIANGLE (m 1 1` INTERSECIIDN DETAIL T=139.870.w I I I F I Bluck 15 b016.0259 - ": 14"66'6 I _ I _ I _ I _I CB-NOT43.30.W - ___ -,Ir- ------ 4 C-129.40 SEE SHEET 91 SCALE 1'=50' HORIZ =1D VERT LEGEND O PROPOSED MANHOLE EMSTNG MANHOLE B COMBNATION WET TYPE R HNET ® TYPE 13 FIELD INLET C FLARED END SECTION Q DRIVEWAY LOCATIONS STORM GRAN FLOW LINE - - - PROPERTY LNE/kOW - - - - - EASMNT LINE - - - MAT04M CURB E GUTTER CURVE TABLE CURVE LENGTH RADIUS DELTA CNON CHORD TEN START (N. E) C412 31.64 2000 WOW N45TT-43-W 2944 (IOD68919. 20893897) C413 31.19 28OD 8972W N44'AI7'E 2813 (1006119.82. 20896898) C414 31.64 20.00 9W3Y59' N4501'43 w 2844 (10073932. 20898945) C415 31.19 20.00 8W&01' N44WIrt 2113 (100739.38 209919.4) C416 174.35 515.00 192Y48* N924'3YIM 17152 (100366.21. 2011966.511) C417 Inn 48500 16'00Y SY4F30'E 135.22 (1D0537.31, 20996821) C416 61.33 175.00 209516 52546'54'E 1 61.01 (1004(13.}2. 2089116.38) City of Fort Collins, Colorado UTILITY PLAN APPROVAL ..// 99�� APPROVED � O CnECNED BY - years ANY u..' E-,'ED BY 1.8� f 41-/9 I.:KED By At.Of _ lY KED BY s aED BY- n�vnN�l4Pnrw -aw BY oe. S e3F4 DESIGNED BY. .ADM DRAWYI By INDD CIEO® BY J7C 11W 1 NA. NC rn V W Z J LL _J Q W LL IL a ac a K Z EC of �s EY (1- 0 = W U w w � Y U) Colo aw Oval SHEET NUMBER 90 - 141 C-3 2308 ROY1 WXI,IN PNWY Y 7' PKWY WALK (EON) (MS) PARK 16' ROADWAY PARK (MIN) (MPJ) LWEND O PROPOSED MANHOLE EXISTING MANHOLE 8 COMBINATION INLET a 9' UML Q 9' U14 10 TYPE R INLET ESMi ESMT 21 TYPE 13 FIELD INLET 8.5 NIW d FENCE I ELMER END SECTION SETBA DRIVEWAY LOCATIONS NOTE: I 20X MIN =�___.. 1 =� STOtM GRAIN SEE INTERSECTION DETAIL SHEET 113 FOR PER CURVE INFORMA ON 3.0% mGROSS SLOPE FLOW LINE I �- -+ - - - - PROPERTY UNE/ROW I( ROLL-OVER EASEMENT USE CURS d CUTTER - YATCHUNE TYPICAL LOCAL RESIDENTIAL SECTION WINI MRS d GUTTER 100 KEY MAP SCALE IN FEET _ N4 8 _ _ I AJ 1 iY'PE 7 BARRICADE i 1 O IF _ _ _ _ _ _ _ _ _ _ _ _ _ I+ - I I' I 1 u ENO CONSIRUCnON 1 I fl_ O I I P I ------- tr_____________+ TYPE ]BARRICADE 19.5E 1 $ nINTERSEE 3 TOONADETAIL N u-f 8 1 1 TYPE J BARRICADE I 10 a l 7 III 10 10 1 yi I 1 R ENEY 49M.50---- I� III ENO cONsniucnoNI-------TI I------1 -- - �Ii'� iln+ao -- ------ II �y III -SEE SHEET nJ FOR -'I1 1^ h-------� SPRUCE CREEK DRIVE J-� I END caNsmucnoN I I a FL STA 9+90.OB 1. I I I I I III 1 993FFL 1 III I TYPE J BARRICADE III _ It _ _ _ _ 11r_ END CONSTRUCTION TIE INTO EKISTNC (VEAlil1 1 $ I SiE EE811J i I- _ _ - - - - - - + 1 FTJR INTER BLnd! OETNL 1 13 _ _ _ 9SEEET I13 y I a In P SEE sNEETs u 1 L B ------+ 1 _ __ 4 ENO CONS1RUCnW �___-_______-7 I FOR INTERSECTION I N mAnt A-2. IJ+23�05- $ + AFTYR l A-4, 14+66.64• I 1 SEE SNEER 11] FOR II � C 9 SPRUCE GEEK DRIVE 9 DETAIL Allgnmml A-S, 14+40.21 FOR INTERSECTION DETAIL I 1 R 1 15+00 INTERSECTION DETAIL a PROPERTY USE 1 1 1 1 1 8 Ali9nmint A-5, 20+28.25 a STA 9190.OB 9 1 a STA tG+6D I 0. EING 49 ERI Y) SB:6F R 1 38 Ztl l 1 $ 9 I 18 97 $ 0. ELEY 4944.30 1 1 I 9 .Mto R I 88 d 8a I D342 R I 2430 RC INTO EXISTING (VERIFY) 3e.B9 + I 34 7n 34.47 R ,III 37 14�=+3 FL FON CURVE 2961-FL I 24.3E 1 23+W PT 9+20.5]- +_ _ 10+ T II+00 F 12+o0ti = _ ry ��'$S•)i� _]a in• n eac- = _ _ �]¢ n =_ _ _ _ rec� _ _ _ _ _ °I _ _ �x3:b0•- \NNnmml A-1. 78+U.96 -r4 Tlscl B 29 TIT NI mml A-5, 23+09.25- - _ - - r:. _ - - - - - - - - - - - - - - - - - --1- - - 1 oo 14+00 13+011 1 00 16+00 - _ 17 00 _ sF7111(F OIEFII ORIYE 1 W 2 00 21 00- -- � 1 11+00 - - - - --ti'- � SPRUCE CREEK DRIVE N 4082f0.18 , _ _ _ _ _ _ 32 11-_ - 53i.86iLTART PC1 CB•SB9'AB'IONO�E tl 1 _ NAIL n4nt to fi+3532= Jx peR 16+00 ...� __-@e,9p Fl 185A IMBB.B OR ' 1+ ____2 ______J I____ ___ R STA 8+90.08 NI mn A-1, IH19.2B E •100T21.0]- �-- l:I Btl--� 9mE i• �___�1=__ J175- R aEV a8u.49 Nlgmm4nt A-5, 11+9.20 ( 38.`6 ,1467 R Ignm /21 .FL 1 l TIE INTO EXISTING (VERIFY) 3A 69 9 rtvl 5, 17+34.48 1 )9.Sfi 1 1 38.8] R 1 3837 Fl C-111.88 iF7SR I I 1�.� R 1 li 13 J224 FL I 17fi+00 1 18 T987-R I R 1 19 2410 1 77+00 SEE SHEET 85 34 n 5 E SHEEN 87 1 1 2e <> 1 1 1 z9.22 1 1 SEE SHEET BB PM STAB 11+21.91 SEE SHEET 90 SEE SHEET 65 PN EVEN 1978.71 K: IELENGTH::I0OW PM STA: 20+49 ''' PM ELEV.4929.12.f2 PM SEA: 21+70.28 GRADE BREAK STA 13+16.4 - - _ - _ - -• - PIA ELEN 492A241- .. _ 4945 STA L - ELEY 49]5. I55 _ QE BREAK STA 14+02.54 LENGTH: 112.46 ELEY B a92J.B06 - 22+51.35 a ~ CIF4940 V - 49J4.] DEFT FLOWLNE PROFILE --_ 1.53X EXISONG GRACE SPRUCE GREEN DRIVE J _ _ /` 22 )A )- STA 9490.08 PROPERTY USE _ 1 _ __ _____ n •q A. + ]9 STA 10+00 - - _ - _-- ______ ___m .. rt -_ _ 4935 ECEV a944.50 _ g BE IN10 IXISIINL ELFV 49M.10 I _ - _ � ` m � 5 402}.9N G=1.SaX I TG=1.23X FIXI91m (ERApC - - - � + V 4930 ' ❑+916L - TAB 16+72.38 STA 19498, PO STA: 11+21.91 5' TYPE X WILT 15' TYPE R WEER 15' TYPE R INLET -Mv lENKM 4.84 PC STA = 12+82.27 _. .. _. - . - - - - - .- _. - _ _ .. _ PR ELEY: 4939.I3- _ EASING SPRUCE ELE.v - 4936.21) C STA =IVE 13+94.15 ! GIA 22+51 2 ELEY - 4924.180 CRCJONFE.K OEM AD: BA - - _ELEY = 4934.80 DESIGNED BY'. JMA (VEEFY RIGSPNG) '- - _ 20' tYPE.R INLET - m;'R PN STA. 20+47.74 DRAWN BY. w00 ^D{ 1 PM ELEY; 4929.51 - 491 CXECKEO eY. JTC 4.00X _+ C ADE BREAK 4A = 13/11541 K: 31.43 IFNCTI: 93.84 - - _. JOB NUMB IBIk -4ba', ' 1 Rw = 493c.145 _ _ _ CENTERLINE PROFILE _ _ _ - PN BEEV: 4923:67 - DATE' 0.YlY1914 r­GR i5.6 mCREW -1.5.)X_ L22Z___ ELLV 4935.092 ^- Ym n N: .15 OJVA.INC L SPRUCE CREEK COON S V4 --- _-`AOL BREAK STA - 1d+02.5n -_ E%ISIING GRACC l $� - ~o LENGTIi: 161 mm1n - Y .. o. 1 El --I - - NIERSECTION L STA 2+515/ FIEV a944.901 11 - -+ NiFRSEC_0_ - ---_„_ STA t]+J3.2J >s' : LP ELEV. 4824.4935 EMST L STA 1MOp � � STA 11+5710 _. - - T IN9ERSECTION T --� FINISHED GRADE + +Y. _. .4930 DE INTO (VERIFY) a PROPERLY UNE Q70 �� &�- I _0.0]X E1[V 49322] ! (VERIFYI = ELEY 49N.50 PIA SRN _. _ _ W m_ L 11+21. __ __-. L PROPERTY LNE_�PN ELEV. 4938]4 STA IM4D.21 - - - - -_ - Ali9nmenl A I. J.BS' - _ 0.80X 4995 d N: 34.97 FIEV 19JA. IN1EIt3nm: S A ILO+OD LENGTH: 100.00 I STA 20+26 251 •- �. - ELFV 494A10 .L�� ;.ELFV 49295BI-_,0- (A JW PM SEX. 20+47.34 PN ELFV: 1929.12 '+ J 4915 Q 4I ,GD 1 _ K: 30.21 l.L _ _ �_�_ + _ ERDC-BRAEAK SEA A5]55 _ 13a 1641 - RIOiT iLOWLINE PROFIT[ IE�TH: 97.84 PN SIX 21+70.29' cl CL Y Cr Lu SnRUCE CREIX DRIVE -- -_ AD C BREAK STA = 14+p2.54 I M 23 •� £yl�:4940 LL U J ELEV4934 702- _� PVT g,,, LENGTH: 1124d 3 '+' E -'-^�L53X_- r C%ISIING GRADE _I _ - Rg _ Nf•� LIE M 0 EMIBTING - 1.- - __ _. - _-___-_-- _ : - �L _. I: Y $� $.1 5 = W � mm W O___0.87L_____ (VERIFY) I 'V_ +.. N m Y G=1.53X TG=T22X iA}+91.62 FINISHED GRADE STA 1NflB.5 _____`_ NOTE• Mf R INLET 0' P[ R INLET 0 05 0.50X 09 X ------------- PROJECT SMALL TIE ISM EASES WRB AHp WTTER AT - - STA 16+Rt 499.9 SPRUCE CREEK DRIVE IF CURRENTLY CONSTRUCTED. IF _. ,TA 19+]e. 3.9]X NOT, CONTRACTOR TO CONSTRUCT CURB, CUTTER, AND PC STA - 12+82.2] L STA = 13+94.15 15' TYPE R INLET SIDEWALK TO PROPERTY USE AT STA 10+00 AND ADO ELEV = 49J6.2B EIEV = 49J4.B0 10' TYPE R INLET STA 22+51.2 CR TYPE 3 BARRICADE AT END OF CONSOUGRON - - ELFV = 4924,220 4920 15, IYPE R INLET STA - 22+74.79 .ELEV . 4923.924 9+00 9♦50 10+00 10+50 11+00 11+50 12+150 12+50 13+00 13+50 14+00 11+50 15+00 15+50 16+00 16+50 17+00 17+So 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+SC 224M 22+50 23+00 23+50 23475 (VICFIff ent A-5 PRE LaN County. Colorado .'LEI NUMBER SCALE: I'-50' HORI2 6,�1 I' -RE VERT NEYFwFPO+ ` ✓�/ 91 a 141 lwnw Ergwanp D•Y C-3 THO1 SPRUCE CREEK '&61 a 1&D3 a -- 38.18 1 - - DRIVE Q� J8 41 JIpb6 FL ]B UB FL rJST.� R eo a ----- ` Z i a X67 Ft J 1 1.18-28 1 S 1 FL 1 VJ I 1IM In I$ 1 CL I 1 Q,SI I i I 1 II I .02 0. I I I 39.85I 2 1 I IFL r INTERSECTION DETAIL SPRUCE CREEK DRIVE & SPINDLEBUSH LANE arKuut uKttK Lim vt y 3223 CL ]2fi2/'C�L� 3186 LA2.1 t 322E R-� 'L�:I �31:91' R r31.68 R Jt 35 -IL - 11 ♦ ]2JB R F1 1 43 Ln R/ II dc I J r 1DT � t sx I 34.10 D. Ld INTERSECTION DETAIL SPRUCE CREEK INTERSECTION DETAIL SPRUCE CREEK DRIVE FALL HARVEST WAY HARVEST WAY 35.68 C- TYPE 3 R 8ARRICADE NAB 344RR N 70 I `N.% FL `N.41 FL\-3427 R�34:B} FL a N.45 a ------47�--- ----'- - - -- (D 4 ,D 33.34 � SPR3; ��E CREEK DRIVE L4biRrJ4Mr, R 3441R 34d'BR 3397FL 73 34..*FL ♦ 34.64 CL IN /M.32 FL_--__- ___________J-_____________34 J4.36 R. E! 34.58 FL 35.% FL 34.97 FL I 17 I EL Z I (n I I I I 36.05 CL INTERSECTION DETAIL SPRUCE CREEK DRIVE & SAPLING CT ar 8 TYPE 3 8 BARRICADE 2897 FL FL / I S.. 2931 ♦ ..,,.... FL ' 1FL2&BbR�---- 2R23 R 28.7 2692 , R _ 28.55 29 4B 29 to 4D.00 R 2Yat FL 14.6FR 29.61 SPRUCE CREEK DRIVE R 2669 _ _ - _ _ N: �% � _ 9.58 a _ _ _ � a 29.64 29,58 FL, 29.27 2flTl a-� 28.SB R r70.W R 2tl 398bRr-2 -'-__ ci 47 ♦ 29.85 R � 07 Q I I I � I I I 1 I .68 CL � II i J V 0 W J 1 �dI INTERSECTION DETAIL SPRUCE CREEK DRIVE & MEDLAR PLACE City of Fort Collins. Colorado UTILITY PLAN APPROVAL �/ APPROVED. CHECKED By CHECKEDBY��+1-l/-I WMir4r urr C4M SPRUCE CREEK DRIVE 0 TYPE 3 BARRICADE I I � I 2478 a 1 14 39 � 2' FL 1 I14.38 R I I 21.29 FL 1 -24.09 FL 23,59 24.36 FL 2" R q 24.55 a-,� ®a 2.8 23 98 2dA2R 24,28 . I f J,9 2�R 2&w IT R, 24.29 I 2184 R% -- - ---- --- - - - - -- - - - --. �24.61 a 24,04 • 1 1262H FL 1 I L 19 I I I I I I I � I I I , I I 1 N I 1 18 11 II I INTERSECTION DETAIL SPRUCE CREEK DRIVE & ESPALIER LANE CURVE TABLE CURW LENGTH RADIUS DELTA NORD CHORD LEN START IN. E)CMC 31.57 2DOD 9o46.OY N45W20'E 26.39 (IDo718.D9. 208GSODG) C202 3t.25 MOD NWSY S4429'W2 28.19 (100757.31, 20MOQW) C203 31.26 2DOD 897353' N"-29'W'W 2&18 (IOD687.99, 2MR96) C204 31.57 2DW 9'07' 0R6 S4570'20'W 2&39 (100707.20, 208120,20) C205 31.16 20.00 8915'25' W'S4'S9'F 21110 (1007]5.78, 206M.49) C206 31.64 20.00 %57'59' S4551'43 E 28.44 (100754.29, 2DB36330) C207 31.67 20.00 90'44'04' N4594!45W 28.46 (100685.67, 2D835295) C20 31.19 20.00 8972'01' S4458'IrW 2&13 (100705.18. 2OB402.93) C209 31.19 20.00 8972'01' NM58Y7'E 1 2&13 (100737A7, 203616,43) C210 31.64 20.00 90'37'59' N45TI1'4SW 2&44 (100738.01, 2087%.N) C211 31.64 20.DO 9057EN45*950*W '43-W 2B.N (IOD687.37 20%3&%) C212 31.19 20.W 6972'8'IrW 2&13 (10070&01, 2D8705.84) C213 31.19 2DOD 89'22'8'I7'W 2&13 (100759.20. 208939.32) C214 31.64 20.00 9077'1'W'E 2flN (100799.82. 208%9.73) C215 31.64 20.00 90'37'1'W'W 28.44 (1oD689.19, 208939.97) C216 31.19 20.00 8872'8'IrW 2&13 (100709.72, 2089BB.%) C217 31.19 20.00 8922'8'IrE 2&13 (100741.00. 2D0202. 46 C21B J1.25 20.00 8951'4'50'W 25.17 (20%91.28, 209=11) ULSIGNED By: J A ::flnmr BY no :HECICEo BY JTC Ion NUMBER 1w, 02 =4 NA, WC J W O Z O U W cn W F z W Y W CHECKED BY CHECKED By. _ IS .. - rn 1`op /W� Np�vwi Pa CHECKED BY. 4.warrw Awr - P.w CHECKED By. _.. -. IYw ' "rlm County. CDIDrado I LA rOVdl zo 0 D W RFVIEYIEDBv r .�✓ 113 141 'C�a FEET ... L .t, Zjj8 00 M ch M V I I 1 I I 1 ' 1 , 1 R EPH`�1tR O4D 1 `4L- 1` 1 � I I � 1 I I44.25 R \ I I 40.4 F 1 I � '5! IB R h t \ �•J9.6fi• `4534`````� c45.59 F.- 2 CL'-- INTERSECTION DETAIL ZEPHYR ROAD & SPINDLEBUSH LANE -` -J150 9 _ _ZEPHYR ------------------ -- 7 ROAD - e�PHYR 33.96 FL 1 n.BE �T OAD �33.86 33.82 E1� 3J.81 �� i '{ n FL.' I I I I i I I I I 1 T31.80 R B I O I I i I I INTERSECTION DETAIL ZEPHYR ROAD & EAGLE ROOST DRIVE 1� 37.52 FL INTERSECTION DETAIL ZEPHYR ROAD & FALL HARVEST WAY 30 0 30 60 SALE IN FEET � ♦ , 5.39 a <4610 \ 41 26.600 263D 11 26.82 R� -WOU rL 2].JB a } i yy 28.80 FS 26.97 FL 21.28 FL ' ♦ 2&65 GLJFL-"26.79 � R\ \ 1 j� 7-26.80 FS mow• 46 FS 1 60 i 2fi 80 R 26 28.20 R I 28.]fi R 126.65 a T8.94 a ♦26.46 FS ' A 26.20 R 26.14 R 25.74 i 'P- 8J -z62 CL / /2&64 FL / c: / y / 25,49 Cs/ 0 r28.00 FL a INTERSECTION DETAIL ZEPHYR ROAD & SAKER COURT/SPEARMINT COURT /-..�.- 37.44R_ _ "r KEY MAP N16 38.52 a C. ------------------------- J7.83 3756 FL es F. i 37.55 R 4C. l8 f a 1 I FL { 37.07 R I fi 6 1 1 INTERSECTION DETAIL ZEPHYR ROAD & HAWKS PERCH LANE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START (N. E) C219 34.03 20.00 97WId' NW4rD2'E 30.07 (IOOMD..16, 2DOM.73) C220 28.07 20.00 80'2443' SMO'24'E 25.82 (10034103. 208086.13) C221 3D.60 20.00 8739'28' N89'43'DTE 27.70 (TOD149.133, 20851&34) C222 3= 20.00 924&32' S20'16'51'E 28.86 (10014&11. 208572.57) C223 Mn 20.DO 92W32' S2016'51'E 2&W (100104.66, 208494.99) CM 30.60 MOD 87`39'32' S8943'09'W 27,70 (100076.67, 208559.22) C225 3217 MOD 9M'02' N3724'23'W 2&81 (9998315. 208848.70) C226 28.39 20.00 8119'52' S4970'04'W 26.07 (SOW.", 208899,10) C227 30.98 19.76 89'49'33' N4416'ID'W 27.91 (99963.90, 209134.57) CUB 34.33 20.00 9871'17' N4910'38'E 30.27 (9995&10, 209164.70) C229 31.40 20.00 WV3B' N1314'VW 28.27 (99677.45, 209770BO) C231 31.42 20.00 9DD&00' N131319'W 28.28 (99693.62, 2D8&39.61) C232 31.4J 20.011 1 90TJ2'22' 576'45'30'W 28.29 (99668,11, 209823.53) C259 31.42 20.00 9000'00' S76-9-41-W 28.28 (99736.96, 208807.63) City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED. CHECKED BY. ww• 4w It LA- cmEcxEO BY. CHECKED BY: mm Op CHECKED e, art JOB NU16Ot 1M DATE BY2mB14 (- AA. INC J H W O 0 U W x Lu Z W W CHECKED BY. relneErymw owMM - `_ dw h CHECKED By. � e •r r1..� o.. CHECBEDBY D.w �IpI1 ,1 LB111)1/! CAUllly, COIORB O Mal SHEET NUMBEF 20 0 20 40 y.�is. DF 141 SCAIE OF FEET �n 6pnwim9 Doe