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Home My WebLink AboutSite Certifications - 01/20/2016 (2)`a JVA, Incorporated ' `J`J`I"—� O 1 6 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 3 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 3 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 By: _*W Brian J. Campbell, P.E 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 JVA, Incorporated • •� 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 3 Site Certification This letter is intended to summarize the design of the Kechter Farm Subdivision Phase 3 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 Open 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 8. Sub -drains a. N/A BOULDER I FORT COLLINS I WINTER PARK Kechter Farm Subdivision Phase 3 December 31, 2015 Page 2 of 2 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 3 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: Brian J. Campbell, P.E Regional Manager Attachment City of Fort Collins Site Grading and Drainage Certification Checklist �t Collins COMMERCIAL, MULTI -FAMILY AND SUBDIVISION CERTIFICATION FORM & CHECKLIST (Overall Site Drainage) Kechter Farms Subdivision - Phase 3 (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 Ok 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. As -built street grading plans provided. NLA Provide Pond Cross -Sections and Spot Elevations (especially @ Pond Embankment and Pond Flow Line) NLA 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 >�A 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 oCollins 2. Swales N/A Location (are they within easement?) N/A Dimension and Cross -Section Verification N/A Longitudinal Slopes and Side -Slopes NIA Spot Elevations N/A permanent Erosion Control Measures (drop structures, riprap, lining) NIA Tie-in to Storm Lines, Pans, Curbs, or other appurtenances NHLA Required Minimum Freeboard, Provided Freeboard NIA Landscaping Infringement on Flow Line? 3. Pipes Ok Size and Type Per plan Ok 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 N/A Cross Section �A Thickness NLA Elevations 12/12/2014 Revision — Page 2 of 5 5. Inlets Ok 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. Ok Size Ok Type -Q-k Grade Ok Elevations Ok Cross -Sectional Depth Ok Tie-in to Curb and Gutter 7. Culverts N/A Size N/A Type N/A Invert Elevations NeA Headwalls or Wing Walls 8. Sub -Drains NJA Size N/A Type (Perforated/Solid) N/A Cover N/A gackfill Cfty � F6rrt Collins 12/12/2014 Revision — Page 3 of 5 City of at Collins N/A Geo-Textile Liners N/A Clean -Outs 9. Curb Cuts N/A Size N/A Tie-in to Swale, Pipe or other appurtenances 10. Common Open Spaces LA 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 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. Redlined as -built grading plans provided 12/12/2014 Revision — Page 4 of 5 �t 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) bcampbell@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 3 SEE SHEET 107 p SEE SHEET 93 J n �0 l ill 1 1 SEE ET I � Il .11 1. 1 1 1 T. E SHEET SEE SHEET 116 1 1 ON AIL FOR INIFRSECTION DETAIL 1 .� TYPE 3 BARRICADE I 1 I'i FOR INTERSEC110N DETAIL 1 1 I PER FL F1FV = 19/0.310 .1 .I.. PCR I 1 8 9 v I FL ELEV = 4935.35D ' 1 5,OO. pEV UTIL E91T 1 PER STA 9339.656 cnoN 1 S c5o5 .� F. = 4975.520 , I 1 I (TY'P) 1 LLEV . I END CON STRU29.68 STA 18+36.20 PCR STA - 19+4170 8 CSpT PCR = 2D+1079 I i _ _ ` FL ELEV - 4934+910 _ ----- T - — ` FL ELEV 49435.490 I I } _} -- -- - r� _ I 1 20+00 i.. 21+00- .. (FALL IIARI£Si qh22+ --00 23+00 1-- STA • 20+10.79 -- -- r---------- c C504--PCR FL ELEV • 4935.500 C . 23+9240 --� PLR 1 PER STA - 19+42.70 AligmCnl FL ELFV . 4979.540 LE F. ELLV . 49]5.010 LSOfi 1 Alignmml 8-1, 19+7772 1 I 1 I I 1� I 1 4 1 I AI'gnment B-I, 23+76.15• I ZEPHYR ROAD, 16+58.38 1 i t 9E 1 pCR FL nEV • 4935.260 ISC° 1 1 RElEV. 1935.g0 I I 3 2 15+00 1 I 9pli D67AR(I I R. EIFV = 4939.700 1 �I- 'I j 1 iRIANFAE (lYP) 1 B l o c k SEE SHEET 93 SEE SHEET 107 1 53' ROW (MIN) 1 4.5' 7' T WALK PKWY y 7' PNWY V (WIN) (MIN) PARK 16' ROADWAY PARK (WIN) 1 9' UT ESMT 5 I I I m 2.0E WIN m 3.0E MAX SLOPE C, ROPE ..., .. = ROLL-OVER — LDRR a TYPICAL LOCAL RESIDENTIAL SECTION I 1 I 111 I I row CC_�p��pCp�pOp�pOp�p�pCp��_Cp�C_ENC"p�� 8,. .� L9ii�L�L�i{!lIpL1�CCB®CC "'C_O�� Cp_®CCO_�_ 1 1 �C®��C��O®�lm OCO Q PRE FM e�� m ffiffi�lffl ME EMS mCjmEr=Ek�g�� OMM � NNE It M. MIMMEMEMEMEME 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+w 24+00 24+25 Alignment B-1 PROFILE SCALE: 1'=50' HOI82 I'=10' VERT 9' v ESMT 6.5' WW FENCE I SEIBAC L i t KEY MAP NTS LEGEND 0 PROPOSED MANHOLE 0 EXISTING MANHOLE 8 COMBINATION INLET TYPE R NUT ® TYPE 13 FIELD INLET C FLARED END SECTION Q DRIVEWAY LOCATIONS STORM DRAIN FLOW LINE — - - — PROPERTY JNE/ROW - - - - - EASEMENT UNE — MATCHUNE CTIRB h (UTTER CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START (N, E) C503 31.42'• 20.00 90W'OD' N7O5.T25'E 2&28 (99783.17, 20e3.39.86) C504 31.42 20.00 90WW' S19R6'35'E 28.28 (99779.a 208393.58) C505 31.42 20.00 90D0'00' N19D6'WW 28.28 (99729.46, 20833L02) C506 31.42 20.00 90tl0'00' 57053'25'W 28.28 (9972562, 208389.74) r4l OESIf#D BT: JMA DRAWN BY: Y= CXELXFD m: nc " NUMBER: 1141c DATE: D9asanu m NA, VK Lu J IL Q u- F d 63 Lu Q Z � LL Q CL 2 Lu F-Lu J WElf LL Y N Lad County, GotOratlO P mVal 6HEET NULWER 50 0 5o 100 RENEWED BY 4/L�M I 92 OF �4� SCALE IN FEET 1°^ 0°""n EnBM C-3 Z3O8 u � �� SEE SHEET 109 5.00' II P1mk DATA 11 I I 11 FOR OR ESMT R-1]0.00' 1 1 SEE MEET 114 I R REV = 4926.W0 1 (TYP) 1 1 L-139.02' II II FOR INIERSECDON II 1 I 3 v T ]3.66' DETAILI 2 I I 4=046.8576 ' II II VCB-N5512'18•E UI N I g� I C-13S18 II I PCR STA - 10+35.0011 j v -_-_- I PCR STA I /l 1 R REV = 4926.200 I p A = 12+7SID YR ROAD SOUTH. 30+15.38 l _____i _ f __-4 RREV /S492E B50/ OU AOgnmmi 0-1, 10+00. - - 51E�T p-1 PON R STA . 12+86.66: 4_______.MI� 0pµREI n ��1200 EV. /921.58 1� Ii35c 14+ .9 ,. 11 00 (SR/JNIT -j m m 1 OU 10 00 / Nr -PCR STA - 4922.050 R REV = a922.060 Dl yi J C $ _-- R III PAN R STA - 12+79.48 --- ---'C602-I �\ ` PCR STA - II R REV - 4921.73 pT: 13+21.61 13+44.60 1M35.00 PC: 30+83.06 ,� I R REV - 4926.000 `� uI 6�} dj I N I I 7Jiymmt D-L 19- 0 S PCR II Alignment D-210+00 , 10+D0.0 / R ELEV . 4926.140 II PAN R STA - 13444.75 1 STAN I FL REV = 4920+29 {1I 11 SIGHT CII PAN R STA - 13+47.91 34 1 1 R ELEV - 4920.t' Itl TRIANGLE IOU P// SEE SHEET 109 SEE SHEET 98 -n-33.63 - _ TG--204X - - _ -_ _ __ _=LEFT FLOWUNE PROFILE _ __ -_- - --------A- - __ - - - - .4 -----_ -fGRINS.51 - - -_ --=P Sik 12400.0_- - _ - - "- PM REV: a92152 ADE BREAK TA -_ - K:. 49 - - = 10+75A0 - =1RUE LENGTH 74.62- REV - 492SZ90 CR SITA.1 _REV - 492 +65.90 .063 4950 -_ _- __ -- - - - - - 4940 - _ - -_ -_ _ _ --- z - ---_-_ --$'^__ _ - =REV- 4921.855 12 -1.99 ----- --- - -_ -- - _-_--TG=-21TX -n-1256 - __ 45).3 - --- - -' - _-_ - - - - -_ - - PAN RSTA 1.589 = 67 4970 _ _ -' _ __1.63X __ - - - - 203X- ___-=237X--- _ - CR STA-'10+35.({0 _ _ -REV . 4926.20D - - ADE 6REPN __ __ _ - __ _- -ELEV - 49 -TG=--L55%.- - -- - - 1L=10.24"" TG--203%- PAN -- R STA = 12+94.9 = -- C STA = II T82.5 REV - 4923.7 - - - _ _ - - _ -DRAI - - -- _ _ _-EIEV = 4926. BRE�N( - = 492fi.T/O_ R - - _ REV - 4921+45 _ RODE BREAK STA -- _V = 4924243 .� 1L-51.5]- -CENTERLINE PROFILE I- 4955 _- --REV-4926.970- _ _ 045 - - - - - - _ - - --- ZEPHYR ROAD SOU1M CRON -NIERSE- -STA 10+00.00 ETEV a926.9 -_ _ ADE BREAK STA - 1O+00.D0- _REV - 49 1.148 _SRNfTUOE G-- -EYI nNISMED GRADE - -P six 12+00. - PM ELEY. 4923.91 STA = REV- T34419 4920.34 _-_ -- - - - K: 0.74 - 8 LENGTH: 70.00 - - - - INIERSECRON4935 - 4920.99= _4930 - _ '" - - _ 4930 - - 49711 - - - - 62S - -- -- _ AGE BREAK - -REV . 4925.1]] STA = 11+ 6J= - - --232X- - - 4915 -- =LGOADE BR - K AK STA 49ST = 1041187- - BREAK STA = 12+]9. =d2ADE4915 _ - - -- 4955 4955 -==RIGHT FLOWLIN1}E-PR+1OFILE==-=__ _-_=--_=PN STk 12�=_--- PA REV. 4923.52 C 61.10 - --_-_- --_- 44994951 - -_ _- -_ -_ - -- -- =GRADE BREAK STA = 11+ REM _4924.717- _ _ _ -_ _ - _ _TRUE LENGTH 65.38_ _ &635 _ _ _ - _- -8m _ - -1.07 - 8� .N_ _TL'TB78 -TG--2.41% -- ODE BEAK STA = I 75. REV - 492S29d. _ _ _ - - _ _ - - - -_ - - = - - TL-12.62 TG=-261X - _ --- 1.B2X _ _1.71X_ _ _ _ - ---- - TL=9.20 TG--1.74X- _ - -_L8 3X _ - _ - _PC 1.34x- STA = EIFV = - - _ - - I +BZS . - - - - -. - - _ - - - " _ - _ TL=51.97 . TG=-2.4bx - 4990 915 _ - _\�PCR STA - 10+35.60_ -REV_4926.M 4921J - -PCR STA - 12+65. _- - - FILEV = 4922.00550- - -- - RAIN PAN R STA'= 12+79./ - - REV - 4921 - AN PAN R �TA = 12+89.7 -- 4921.57 - - -OR N PAN FL STA = 13+45. REV = 4920.290- -- -- - - _ - -_ -_ - - BREAK mo _" _ 4910 - - - - - - - - -_492 .1lD =ro mew iww rxw ww iz+w 12+w u+w 13+50 13+75 Alignment D-1 PROFILE SCALE: 1•-50' HOW 1•-10' NAT ..`PARK r ®r- 9'EATIL pV •► i\� _MA �vm-•-s•�u•s�R -OVER t KEY MAP NT} LEGEND O PROPOSED MANHOLE Q EXISTING MANHOLE 8 CDMBINARON INLET Q TYPE R INLET ® TYPE 13 FIELD INLET a FLARED END SECTION DRIVEWAY LOCATIONS STORM DRAIN ROW UNE - - - - PROPERTY UNE/ROW - - - - - EASEMENT LINE - - MATCHUNE CURB @ GUTTER CURVE TABLE o CURVE LENGTH RADIUS DELTA WORD WORD LEN START IN, E) C600 31.40 20.00 8957'38• N1314'30•W 28.27 (9077.45, 209770.80) C601 31.42 20A0 90'00'00' N76'46'417 28.28 (99A0.49. 209760,10) C602 31.43 20.00 9OV222• w6'45'30^W 28.29 (9966d11, 20982343) 0607 31.42 20.00 9OWDO' S1313'19•E 28.28 (99721.16. 209833.14) C606 icaw 18S00 7114'54- S4774-oa-w 99.65 (99929.87. 20995871) C607 7596 155.00 281A44T 54549'04•W 75.2D (99899.04, M9964.79) DRAWN BY: JMA CRECKED BY: NC "NUMBER, IBMc DATE: amvml. m NA, INC Z L11 0 LL M 0 O City of Fort Collins, Colorado a UTILITY PLAN APPROVAL./-6 Z LL _ Lu I CHECKED BY: w�Waw�•WY1�f SILLY,/ On = F- LLl w d N CHECKED BY: �6L!{'Aw-/G(/ut (M �/ •iD/�'_ /'9 of CHECKED lii Y U) BY:-AL.A.- Tim Op-- ISm CHECKED BY: �• r-live wa=een Ow CHECKED BY: PMVK-m�Pr-nv D6 �-T� CHECKED BY: 00 LWIUW County, Colomdo SKEET NDMBER P PrOVBI 50 0 SDI IOU �v vleweD er. 97 41 SCALE IN fEEi Y Caunry E,gYmry ow r.-A 4D 0 M N M I U � 1 1 1 I I W _8 1 4C271R J I I I � M.25 R I 1 I 45.56 F. Z I I \ \ 45.77 R N 1 L 1 1 \4IL R __.4s.n FL_ 620 � 45s0 a , ROAD YR 46.12 F. R 45.39 . _ �1 .45.92 ` .. R. R I 4563 R. \4&BO R 45.35 n. ' INTERSECTION DETAIL ZEPHYR ROAD & SPINDLEBUSH LANE _..:..._�4a3-a---.- ZEFF11R ______. ______________ ROAD ZEPHYR . . J3.96 FL I S�ROAD �33.86 3382 R -_ I. �., 7.1 33.51 R- 33.69 FL_ _t,�rf M.J9 R_-___- \ 33.38 F. _ I _______________� i 33.50 I I I I 7 , 05 I I 1 I I 32.67 Q I I I � I ------------------- I I I I 1 I 1 I I I I I I j - k I INTERSECTION DETAIL ZEPHYR ROAD & EAGLE ROOST DRIVE 39.66 / 37.52 FL - INTERSECTION DETAIL ZEPHYR ROAD & FALL HARVEST WAY 30 D 30 fi0 SCALE IN FEET \� 5.39a / i y Q' ti � Roq �. of O 26.60 R 26.99 M. } 26.82 FL `\ 27.38 CL t 2fi.80 FSJ 26.97 FL- 26.65 �\ 26.79R\ 1 \1\ 26.80 FS �TJ. /•.. . y2&46 FS / 26.28 R. 26.14 F. `\ 6.52 a INTERSECTION DETAIL ZEPHYR ROAD & SAKER COURT/SPEARMINT COURT I 38.22 R._ - ___, _ 437.03R _ 37.44R .. �ZEPHIR n 36.52 a BROAD -- __' I '- ------------------------- `.ME FL 381 37.56 F. 8 137.83. 3804R -______ : 37.94 F.- 1 __ _ 17.91 w ____� \ 37.65 R� I ' ` \ � I ' 37.55 R' a• I 37.74 �. 1 1 I 8 In 4 1 F i I = U 37.10 FL I 37.07R 1 a 6 � I 1 I � 3 1 I � � Q I ,= 37.20 CL INTERSECTION DETAIL ZEPHYR ROAD & HAWKS PERCH LANE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CNORD LEN START (N, E) C219 34.03 20.00 MOD' N56-4702E 30.07 (100M0.16, 200032.73) C220 28.07 20Ao 8024'4Y S3210'24'E 25.82 (10034203, 208086.13) C221 30.60 20.00 87'39'28- N69'4yM'E 2770 (100149.03, 20851&34) C222 3223 20,00 MUM- S2016.51-E 28.86 (1001411, 20857257) C223 32.23 20.00 92R072- S2016'51-E 28.86 (1001N.66, 208494,99) C224 30.60 2D.D0 87-39'32- S69-43.09-W 27.70 (100076.67, 208559.22) C225 32.17 20.00 92'D9'02' N3 24'23'W 28,81 (99965.15, 206848.]0) C226 28.M 20.00 8119'52- S49ID-04-W 26.07 (99983.99, 209B99.10) C227 30.98 19.76 89-49'33- N4416.10-W 27.91 (99%3.90, 209134.57) C228 34.33 20.00 9821'17' N4910-38-E 30.27 (999M.10, 209164.70) C229 31.40 20.00 895738' N1314'W'W 28.27 (99677.45, 209770.80) C231 31.42 20.00 90'00'W' M313.19-W 2&28 (99693,62, 209839.61) C232 31.43 20.00 90V2'22' S76'45'30'M' 2&29 (9966&R, 209823.83) C259 31.42 20.00 90'WOO' S76-46'41'W 2&28 (99736.96. 209807.63) KEY MAP Ni3 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: o s CHECKED BY: wra om NECKED BY: CHECKED BY: _FMJ CHECKED BY: ww-bb YW uq qY CHECKED BY: Bmtrpmyro/n,nx: IMw CHECKED BY: M iNwra. JC6 NUMBER. 1611c DATE'. a MMM m MA, INC Lao County, Colorado - unit' royal SHEET NUMBER acv°wc°°". (i/j.,cj'- 114 141 LL EpYwlq MN C-3 30 co O pn CJ M 1 J H N Q 2 � J r � ��3 a 0 $ Q __________________- 15.18 a ,502 F. ,- _ __ - 15.0505 R 15.11 FL A.91 R ' 14.73 F. 11_I TRILBY RD 15.70 a-� 9.21 CL L 14.82 J . 14.68 IL 1511 R� � 14.22 C. TYPE 3 BARRICADE -14.83 R. S R . .�144.67 &H.45 F[ 14.95 a 11.77 IL 14.60 4.07 FL TYPE 3 BARRICADE INTERSECTION DETAIL TRILBY & FALL HARVEST WAY/SPRING SEED WAY INTERSECTION DETAIL TRILBY & SUNSET VIEW DRIVE L'�B 36.67 0. 35.80 F. i 29.79 a1 / ; ^liH'1{/t )OPo,� ' 35.4499 P..35.88'1 29A3 fL l pFeC 4/K9>,o' y / \� .: 35.23 R 7 }5.50 IL r\` /29.28 F. 29.39 R\�� '` 35.74 R Po \ / 29.17 F1' 3536 F,M57 R /�F.� / 29.50 C. `\` `�• `\ �� 7 35.60Q ,` / . 29.57 Q� µ9770V �.l / .� 35.23 FL / 2&68 R 28.9fi R 29.35 R� 1 \\ 349135 0R 45.55 CL C141 [. }0.37 CL \ 11 35.10 R 29.12 FL ']FRp a 30.52 F. ) / /3'1'.27 5.12 R , y 29.08 GL 28.]2 R '0' \ ; , CL 3052 FL 5 i / ' /JS.00R J I , I , I , I , I I I I , Tract AeuEnE I � I I , I , I , I , I , I , I , I , I , I , I , I , 1 I i I � ROAD 4.22 LJ a 13.95 14.06 ih 13.70 - --DRIWWAY ACCESS 5.04C THICK CONC PAD PA' 611216' \�\ \ TMCK CONIC PAD I ((1 REF CROWN 11.65 r14.02 E% n \A `-11 .30 13.26 E% R� ) INTERSECTION DETAIL ZEPHRY ROAD & ZIEGLER ROAD 3124 a ' . i / j / HF \ • 30.37 FL ow Ft AD(40 .27 FL CURVE TABLE CURVE LENGTH RADIUS DELTA 040RD CHORD IEN START (N. E) C237 3142 20.00 90VOb0' 57053'25-W 28.28 (9979243. 2D8366.59) C238 31.42 20.00 90'DO'CO' S19'06'35T 2&28 (99779.33 208393.58) C239 27.62 20.00 79'12'13' S135Y42'E 25.63 (99754.a 208}29.84) C240 3L42 20.00 90'DO'00' S705Y25'W 28.28 (9972562, 208389.74) C241 24.88 20.00 7116'52' N2616'19•W 23.31 (99652.66, 209155.75) C242 3284 20.00 941)4'10' 1 S71WIOb 29.27 (99621.51. 209150.40) U43 M13 20.00 8618'33• N7455'58•E 27.36 (99564.88. 209320,24) C241 32.73 20.00 9Y46'03' N15101'N'W 2920 (99512.34, 209309.70) C245 31.78 20.00 9110231' N4512'M E 28.54 (98843.85. 208099.26) C246 31.93 20.00 9178'50' S/6WOYE 28.65 (98064.17. 206149.51) C247 31.05 20.00 885Y29' NN'47'2PW 2&D3 (98783.95, 206119.95) C20 M93 20.00 W36'21' 144}59'211 27.94 (98784.14, 2178119.95) C249 29.23 20.00 &YH'24' SB52f'16-E 26.70 (99092.91, 208986.00) C250 3263 20.I'10 9}ZY52' N3'14'S2i 29.13 (99,0].01, 209038.47) C258 1 3142 1 20.00 1 90W03' S45-24.51-W 28.28 (99079.24, 210515,08) .30.60 FL 30.n a' . / 30.41 n (1 J0.17 fL. 30.0 R CCCllli h 0.57 / \ 1 29.93 FL 11 29.BB�7I \\ M /29.60 E i/ ;'. 29.60 FL, INTERSECTION DETAIL TRILBY & HERONRY PLACE 1 INTERSECTION DETAIL EAGLE ROOST DRIVE & HERONRY PLACE INTERSECTION DETAIL FALL HARVEST WAY & HAWKS PERCH LANE/HAWKS PERCH COURT A 2D 0 20 a SCALE OF FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ''Z E+W an CHECKED BY: � m w. CHECKED BY: _ s��N. wry _ •[_� CHECKED BY: A/ A y_ TnIL[Egnyw Ob CHECKED BY: CHECKED BY: 4Mom�ta RYnw Ivu CHECKED BY. Mu DRAM BY: VIVO, CHECKED BY: RC JOB NUMBER: 1864 DATE: 03 S1011 m NA, MC r W Z p z LL 0 t= QLu li W F FW- ? 2 � U W W W Y a. L EYILaN r Co ty, Colado val ado SHEET NUMBER IMED BY: 1. OwmEn9Nw4q `AIA ' 116 o, 141 C-3 Z30b Attachment 3: As -Built Street Grading Plans for Phase 3 30 SEE SHEET 93 SEE SHEET 107 53' ROW (NN) n 4.5Y 7 4.5' SEE 9REET 116 �II I WALK PKWY 7' 7. PKWY WALK V 7: U+3O.69 AWJ YN EW Nm+sTc DETAIL I ( ) ( ) wx w I SEE SHEET 116 I PCR I PAPof I6' ROADWAY PARK ( ) ( ) 7 TYPE 3 BARRICADE 1 FOR BITERSECMIN DETAIL R ELEV = PCR ' 1 8 I 9 10 114940 3a I G R E 5C505 1 POP li URL EAIT', PLR STA = 23+29.66 1 y1 . 1 9�Urtft C 9' Uft ENO CONSTRUCTION I R EDDY = 49n.508 R ELEY = 4939.664 ! ESMI PCR STA = 19442,70 (TYP) 2l+)6.15 STA 18+36.20 I R ELEV = 4934.91P g CSOI 4935 4 PCR = 20410.796.5' _ _ _ _ _ _ FL oEY = 49435.490 % e . _ FEN( - i giBl I �_ in WIN _ _ _ T -- ! I in MAK _ _ w CROSS SLOPE -----____ 1 ISHOO_- .. 21+00 -(FILL mmtIw MY) . I 22+00 y. _.- ROLL-OVER _ _ _ _ _ - _ - -1 - 20+00 23+00 I I II 00 AN w TTER -_BtGUTYPICAL LOCAL RESIDENTIAL SECTION PCR STA = 20+10.79 r - - - -- lr------ I PDE STA x 19+4210 C504 R �� 4935 4U PCR STA = 25+32.54 - - - - - ft ELEV = 4935.010 ANgmmt B-2, 14+37-68=I R ELEV . *M,15 & 4939 56 1 C506 '� Nigx t B-1, 19+77.72 I I ! 'a 1 4 AJipmmt B-1, 23+76.15- I 11 1 1 1 1 1 PCIR I 1 EDE ZEPRIW ROAD, 16+58.38 1 R F1EY = MEMO 1 fL ELEV . 491SQ0 3 2 POt 4935 21+00 SIGHT DISTANCE R ELEV = 49d&799 49199fi 1I I I 1 �--L-'-MANGE (M) I I 1 SEE SHEET 93 SEE SHEET 107 4955 Pw STA: 18+80.00 LEFi FLOWUNE PRO ILE Pw ELEY 4934.34 _ _✓- _ .4955 C 37 M (BADE BREAK STA = 22+7913--, � GRADE BREAK STA : 23+01. 1ENCTH: 70M flfv= 1918.640 \ ELEV = 4939.010 4950 Ah -1. 74 L 1 - g f9tRDE BREAK STA 21+04.1 4945 MY0375251 it 4945 p1 B�A STAR=20i82.3 2.091 ! 95R 4940 ELEV, = 49r.211 la0% 12,00% --------------- _ 4935 . - PCR STA = 23+29. _ 4935 _ = STA 20+233 - - MY 4939. _ to' R MADE V - 4940.310 ELEV = j9939. MYAGE AK Y = 494034 4925 4920 CO qN STA 18+36.20 I - --EIEv 49ID.14.14 _.-_ - I - 49154920 Pw STA: 18+80.00 - ;Pw ELEV: 4934.73 CENTERLINE P OFIL4955 K: 37,36 _ - _ LENGTH, 7000 4950 AO. -1974 - (RAGE BREW STA = 234" _-4950 ELEV 494014p. - a EXIST GRADE GRADE BREAK STA = 22+04.7 1I i (TYP) (REV = 4931915 m --q 4945 IRAEE AKSTA =9+92 _-- -- p{ Y = 936.60 'L9UlE 4940 __ -�- ----'--- 0ae% 4935 -- - I mt B-2 (TYP) wArc - III+NYR RO Jl18725ECTION NiFASECBOM4930 STA 19+77.72 TA 23+76.15 - -C ELEV 4935 - Y 49QIW 4925 STA 18+36.20 4920 ELEV 4933.$2 4920 4915 Pw STA4955 18+88.00 Pw ELEV: 4934.34 4950 4955 LfNCTTi7lo ao RIGHT FLO INE PROFILE A0: -1.8744950 on 8 n' GRADE GREW STA - Z0+ 2.32 GRADE SEEM STA -_ =.0�(G8REAK STA +6I ELEV 49fi.211 7EV_493.525 - 9 4945 'A 4940 088% Pal STA - 23+32.54 GRADE BREAK - I- --- V 4939540 ELEV =49}9.62 i E4EV=49J9 )W - 7 4925 CONSINICIIG! ' I II I 4925 4930 STA ELEv1B+a3.e I I - I 1 _�4920 -.n+w 1e+au J9+W 1p+5p 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24-N 24-25 Alignment B-1 PROFL SCALE: 1'=50' HCRZ 1'=10' 4ERT j KEY MAP i .Is LEGEND O PROPOSED MANHOLE EMSTING MANHOLE 9 COMBINATION INLET m TYPE R INLET ® TYPE 13 nu INLET FLARED END SECTION 0 DRIVEWAY LOCATIONS vaos�Wt>r� S1 A GRAIN! ROW LANE - - - - PROPERTY LINE" - - -- - - EASEMENT WE - -MATCfWNE CURB A CUTTER CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD 1EN START (N, E) C503 3142 MOO BOW W N7M25*E 2828 (99783.17, 2083MA) C504 31.42 20.00 90D000' SIM'35'E 25.28 (99779.33, 208393.58) C505 3142 20W %W'00' NTM35'w 28.28 (99729.46, 208336.02) C505 31.42 20M 90`00'00' S7053'25'W 2928 (99725.62, 20838974) City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED. CHECKED BY CHECKED BY blmnvn .ry CHECKED BY d(.�7/N or CHECKED BY CHECKED BY _ EwAw�v Paver - Mr C1371 D6Sxw!ED Bv. JLV, DRAVM BY YIDD C4!ECKm BY: RC JOB NW®FR'. 1944c CHECKEU BY �`e( Lari County COI P 0aa vd ��/�/ :-EET NL%BER 50 0 50 IN ur,..Asoe. „�-�-' 92 O" 141 SCALD IN 1EEL "`1 FN'a" V c'" C-3 2308 I --- -204 - -� T. 20:39.05 53' ROW (M) 4.5' T Y �' WAIL( PKWY Y Y PXWY 1 J - INN) (MN) PARK 16' ROADWAY PARR (W) _ 21+M p Block 7- _- PCIR ri R ELEV = 443i 56& 4-.3'o3 � POP I cs1D 8 �/ R ELEV - 493B-M } 1 Alignmmt B-2. 22+24.31- t 2.OZ NW 4 4938 01 1 1 ZEPHYR ROAD. 20+06.3B 1 3.0111 MAX 3.25 CROSS SLOPE 2 \. 6 ( PER STA - 21+7680 I FL MY -48381,11E uvs71] -c R EIEV . 493Y65P I, R& CURB k . GUTTER -� d111ER 'P Rd 1 al YE SHEET 114 �IAWFRSEG NM TYPICAL LOCAL RESIDENTIAL SECTION Z / F I I 5 11+41,95 r 9 1 ___-__-_ __ 1 i Al l B-2 11+42,19= r + l� Mill B-211+42.19 r 11-----_------ / \ IA 7 6Do'-r- -= _ Pi: 2a2385 �oAs uq / ; ,' SEE, Block 10 S 1 (71P) r FOR SNFFi g 2 I 4 uSY�\ /wA6.11 r 7 CURVE DATA 1 ` 1 ♦ r 49V. [ ANIn- _ T R=200.00' BA� 1 FOR STA = 14+02.64 PCR L-174.21. R REV - 4976.6264916 45 r I r F. ELEV = 49A M :.3av no � 1=2]1.]B' CURYL DATA Y PT: 13+30.69 C" 2 R•vs.7Y �� 9 ' r uglma,l Z 11+n.bs< r utDz221s LOT uNE (TYa)'- / ry - r Oi=N6216'16'E L-18874' �� r ATlgimm B-I, 19N]]1 r r C=3Y!DO 1=98.24' 3`' I')lR1 4 5 i i r039,2216 CSw FOR STA • IH12.61 r 6 F Q� O (G-544i9'S6'C _ R MY - 4935430 r '� �$, R �1fl5.OBB OCk 8/'_, -` ``11aoD�l+B SIGHT NST,7 r r 2f'4 Go // TRIANGLE I l l Pm STA - 14+02.64 - NAWIYB r _- ` PC 16+49.S8 i ,t) A. REV . 4935350 5 (ALE F /b, - _ C505 7 154DO I6�}(b V i FOR '\ CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORO TEN STAR? (N. E) CSD1 13244 260.00 2911'07- N49'71'01-W 13101 (9981472. 206274.07) C502 19fl52 290.00 391Y'r N44'2TM-W 194.66 (99187.73, 208261.P) C503 31.42 2000. 9OW'00- N7053'25-E 2828 (99783.17. 208339. B6) C504 31.42 20.M BOWED' S19W'35'E 2fl28 (99779,33, 20Q193.58) C505 31.42 20M 9OW'OI' N19W'3TW 2B.28 (99729. m. 20833602) C505 31.42 200D 9DW'DO' S7053'25'IN 2&28 (9972562, 2082W74) C507 346.20 185W 10713.16' S52'16'16"Y 297.85 (99813.91. 20692565) C508 40542 215M IOBDY2V %2'41'21'YI U7.97 (BIRDS 39, 208855 JO) C509 J211 1000 9211902' N7]ZI'23'W 2fl81 (9996515, ZOB818.70) C510 2fl39 2000 N19'sz' S19'20'w'N 26G] (9998399. 108899.10) i t KEY MAP .11 LEGEND 0 PROPOSED MANHOLE EXISTING MANHOLE 8 COMBINATION INLET I@ ME R NLET ® TYPE 17 FIELD INLET d FLARED END SECTION I._ I DNYEWAY LOCATIONS ---.--.--- STOW DRAM Row UK PROPERTY UE" - -- - tASEMENI LINE - - MATCHUME - CURB W GUTTER �R ELEV - K.7191B311 i4 a4 Y 17 00 SEE SHEET 116 /�I R I i r C1 _ - FOR NIERSECI� % + ; 1101 1 2 _ P. ELEV = 19350t0 PER FL EV = 14 4036-264 9 t'FT gp r 4`5a 2' Block 11 4 P LE 15+66.93 PN ELEV 193658 TC-0 N: 23.26 PN RE 17933-21 1G=-O SOZ 33 LENGTH: 9000 PN REV. 193323 E L LEFT FLOW ONE PROFILE J 10 R: s W TL=2105 NP STA 15+93]-- --TRUE 1ENGTN: 85.75.-- - TO-O.Wx4950 CRAG BREAK STA - 13 74. - NP ELfV. 4976.16 - - ..GRADE BREAK $/A = 21a56J ELEV - 4935900 AGE BREAK STA - 17+92.24 $ EEEV = 4932,812 ELEV = 49'7 4945 SPADE BREAX STA 13+50.7 GRADE BRENc SIA 15+w. 152' .. - _ - .- -- GRADE ELEV 1976 ]00 REV 19]5664 111 Tfr090x. V . BREAK STA 21+JL4 ___ ELL 19J686p -2 04X -_- _ - 19'- 1L .M atE/X SiA 18+-- - _- 94 - lT _- 4940 LUl OF SAC 134x - II - L CONTINUATION OV ___-Q91Z Q7 _ - - -�2J5 IG- 090x RET1 1931.995- _ _ _ ____ ___ ______.SBZr' -1.6. STA = 144935 +73 ADE REEAX STA = 15+14. r_-__-_-_-_ _ - - 1.jIZ PCR STA= ZI+]6. TL=132.85' _ 'F1EV= 49J5.4J0 EE£Y= 1935780 TLTC -1271 7L-1929J' . LEY = 1937.650 REV - 19]fl20D 4930 iG=215x 4935]00 AGE BREAK STA = D+27 - ) RARE BREAK 493 71A - 1146951 , �. PC STA 11+9038- � PC STA = I3+3D.69 ELEV = 1935490. PM STA 15+66.90- � - C1EV'. 1932751 - ELEV = 1971.718 4925 ELEV = 4939.5 LEV = 4936.71 STA 14+02.64 PN GLEN 4936.97 PC STA = 16a1958 - - DUDE BREAK STA - 14423 ELEV = 4935,520 K: 23b9 LEV = 4934.64 PA STk 17455.01 PC STA - 20+23.85 DESIGNED BY. JMA ELEV = 1935 J13 LENGTH: 9QOo N ELEV 2 19327 LEV = 4935.56 DRAWN BY. WOO GRADE BREAK 6Yn - N35.23 .CENT RUN PR FILE ,In - . 4 K:. W - - L 2 )P STA: 15936 056 END 3.460.OD CHECKED BY JTC : '. ELEV - 1935.175' '. '. HP EIfV: 1976.56 � .. AD: 3./65 _ - _- -- ---. -GRADE BREAK STA = iw Q.J2 + 'LP STk 17+70.23 GRADE BREAK STA = 22401. JOB NlA9ER. 1Nk L -EIEV . IB12.985 -. _GRADE BREAK STA = 14+11. - :1p F1FV 19J],11 ELEV = 4,30095 n° u 315 - y... ^� ODE 4945 200x 2632 m - _ FIST FIEV 193i -Z �TyP) �D NA, W Duero L----------- 2 --_--'- xisx 4940 ___________111x_ . - -- - - AGE MEAK STA = 11.57.46 ___ ______..__ __ _ _ _2 ELEV = "M312 -__- 4935_I14 W L GRADE BREAK STA = W31- ADE BNOIX STA - INw.K - ZEPHYR Z E1EV = 4915590 REV = 4935236 - - - - - FINISHED GRADE - - - INTERSECTION AGE BREAX STA = 1N51.51 L AINTERSE O ELEV = 49M 313 (M) STA 22+24.2] _ . - - - - - NiERSECINM - _- PIA STk 154%93-- - - 1=24.46 -_ - _ - _ -- ELEV-491Q53 (j STA 14+3768 -- TG-0.50x PM ELEY. 4936.58 AGE BREAK STA - 17+92.23 d' L- EIEV 1935.59 K: 23.26 PA STk 17+09,71 : ELFY - 4 Q143 `-' W El. UJ LENGTH, WIND PN ELEV: 493323 `A 0 50 1W Z_ W CFI L AQ -3. X: 6fl87 W . RIGHT FLONtiNE. PROFILE HP TA: ISiA.A TRUE LENGTH 9985 -- SCALE N FEET J O yY ADC BREAK STA . 1a42.H1 GRAD[ BREAK STA = 114507 MP f1EV 49]6.16 TL-24.78 E>_ O > L LEV = 49J6.S11D PCR STA = IH01. - ,x: R t'- TG-0799 d ELEV - 4942.59I - - - S ELEV = 493s3w - - - -' - - City of Fort Collins, Colorado C6 2wx __ . .. GRADE 0 L e a3u N APPROVAL w -: 2 �_� UTILITY PLAN P 1 z +� AGE BREAK 038 - 1841516 -------'----- -9ax _ . '" - 4 _ _ 1.5'[ w (LEV - 933.0J8 _ _ E 4 _ J L CUL Of SAC -t.8lx 1.Spx QaSx 1.25 2 I - __ _ __1.35x-: - .55� cpgovE c.% _ � W 0 CONTINUATION - - - - - - - -_ - _ _ _-____'__ _ _ A D L'CS K W O CHECKED BY / �/ _ TI=198bD' AGE BPFNc 9TA = 15114.H PCR SIX - 214831 GRADE BREAK ELEV = 1931.S6D vw w L q ra = W 2 1L-U.2B' TL 635 R-2242' V L - - - .-_ - TG=1.93% ElEV 49J87HQ__ j� _ ELEV = 49JI560 LEV = 191767E .. -_. `%' Yam./ / X PC SEA = 11.41.95 PC STA = 13+J069 �p�p STA = W7260 A - 16424% TC--019x - - - - 1.11Z - - - CnEdc3l eY. . q(`�1�16E/I' /[ -ZI- Yi W U) PC STA - 16+1958 ADC BREAK SEA = 1]+69.4] 4tl"^'ls uq Y (n W L f1LV - 1940. LEV = 4936.7I [1FV . 4935.010 WV - 4935.%0 V = 49J4.61 CHECKED BY .N A �( W3�W d ELLV = 4932.720 - IYtAOF BREA1t SEA . 1N61.9 .- PG STA . I6427:85 - : •�EM°� �" (n LEY = 4934AID LEV - 4932760 TL=B.D4 V - 4935, 56 CHECKED BY �' TG=-D.5Ot P.�N�, 4.� oa. 9475 1w00 Iw50 11+00 11+50 124M 12+50 11t00 13450 14+00 14450 15+00 15+50 16+OD 16+50 MOD 17+50 18400 18+50 19+00 19450 20+00 2 50 21+00 21450 22+00 22a50 22+75 CHECKEDBY: _ 4 AA+ - - -� _ Alignment B-2 PROFILE CHECKEOBY SCALE: 1'-50' HORI2 1'-10 VERi Larim 0un1y, OOIOrad. SHEET 9uNBE0 rOY2 zm_wtn e. 93 OF 141 t'-3 73n9 5Y ROW (MIN) SEE SHEET 109 }+ OR EMT .A ' WAN P(MKWR) PKWY (YIN) PARK 16' ROADWAY PARK (WIN)PCR SEE SHEET 114 FOR INTERSECTION II I8 F. ELEV = 4996:47P 1 (T'R) 4926]5 S l DETAIL I y 1 1 1 A.7 , t T.]386' s�pIB.8536 E J t C601 I fir. RON STA - W=N55'12'IB-E C-135.18 E91T 1 1 YA ROAD S- 30+I5, a PL ELEV = 4026.200 J926.25 _ _ _ _ _ _ y PCR STA - 12+1510 R ELEV = 4921.BS0 ANgImnI D-0-1, 10+00. - b~- �/1 12 7 PAN R STA - 12+86.6e - FL ELEV 4921.59 20-0 MIN 3MAX I CROSS SS ROPE 1 DO . 10 OOi`14+ ROLL-OVER - � - PCR STA = L2+6&90 R. ELEV - 0220BD /A' Ey OITIER TYPICAL LOCAL RESIDENTIAL SECTION PAN A STA - - - - - -- -D6D2 l PC. 30+8306 PCR STA = ID+35.00 1 '11. ELEV . 4979,'4/PT: FL ELEV . 4996.000- A926.06 1J+2T.BI 13+44A0 1 1 11 AII9mmNini /AN D-1. 13429.69. PER It Mipnumt 0-2. 10+00, I i 1 I 1 FL ELEV - 4926=146 J!12B 15 PAN FL STA . 13+M.15 1 SIGHT OISTAN R ELEV - 4920.29 }` I I. I TRIANGLE 11P PAN R SEA = 11a43.91 ELEV SEE SHEET 109 SEE SHEET 9B LEFT FLOWLINE PROFILE n=3361 TC=-264% 1 RADF BREAK STA • 10+647/ -- - - r CR S1A 12+65.90� ELEV - 4925.510 ELFV - 4922.061 PN STA. 12+00,02 ME BREAK STA = PM ELEV: 4923.52 - N: LENGTH: 106.6 10+75.00 TRUE LENLiH: J4.62 1 EV - 4925.I90 AD' -0 JO AGE BREAK STA = 200 ELEV 4921.855 3 26% 1 r ,`,,� TL=125A )SIR j .Y. - TL=-2.1 _ l u m RAIN PAN FL STA T34R W ELEV = 4921.589 -I.fi3R _ �- 2,03% R-9.03 2}]R I TC=-155R OR STA 10+15.00 PC STA = 11+8259 TL-10.14 ELEV - 49FE200 ;ELEV-14923.7 iC=-2DJR ME BREAK DRAIN PAN FL 9A = 122 SO ELEV = 492fi.400 ELEV = 4921 45 ADE BREAK STA 11.0&63 - ELEV - 4926.770 IF FV - 4924.743 R-51.51 ) - LNVCENTERLINE PROFILE TII AN FIL ST // ELEV • 4926.910 � ��DRAIN bAN FL STA = 13+41.91J ELEV = 4920.340 ZER1tR ROAI) SW PN S1Al2+00.00 ELEV PVI ELEV. 4923.91- STA IWW.00 K: 80.74 ELEV 4928.95 LENGTH: 70.00 AD: -0.867 - ME BREAK SEA - 10+00.00 ELEV= 492t6.94B 83 AJi9mmWl D-2 __ INTERSECTION EXISTING (RAGE P - - ' a `,TA ISa2969 - / RNISIiED ON -. ,� EL{V 4920 99 - m -1.625---- m 134x''- - - ----- 2mE - 2.2" ME SNEAK STA = 11+0&63 -232R _ ELEVDE.BRLAK SEA = 10+13.83 GRADE BREAN lEV - 11+19.7 REV - 4925.133 _ ._E_ W- E 4922A51 - _ RIGHT FLOWLINE PROFILE 1 PN STA: I2+00.00 ' RIM ELEV. 492352 K: 91.10 TRUE LENGTH: 65.1 _ GRADE BREAK STA = 11+0&1 ELEV = 4924J43 - -- AD: -1.07 (GRADE BREAK S1A 10+75.0 wt f +' ' ELEV - 4925.290 2 -___.____ SO ELEV = 19237 'CR STA-t0+J5.00 POP STA =12+65. ELEV - KOM ODO � ELEV = 4922A60 .DRAIN PAN FL STA = 12+79, `BRADE BREAK ELEV - 492V30 ELEV - 4926.300 GRAIN PAN FL STA - 17+89 79J ELEV . 4921.57D = 4926140 DRAIN PAN'FL STA - ELEV = TL-28.18 TC--2 41% TL-12.62 7G.-2.61R R-9.20 TC=- 1.74% R-5L9] SIG-- 2.46% 9+75 10+00 10+50 11+00 11450 12+00 12+50 13+00 13+50 13+75 AAljanment D-1 PRORLE SCALE: 1-=50' HORIZ 1--10' VERT 9' UTB ESMT &V MM FENCE j KEY MAP .1.1. LEGEND Q PROPOSED MANHOLE EXISTING MANHOLE C COMBINATION INLET TYPE R INLET 8 TYPE 13 FIELD INLET d FLARED ENO SECTION DRIVEWAY LOCATIONS STORM DRAIN FLAW LINE - - - PROPERTY UNE/RVW - - - - '- EASEMENT LINE - - MATCHUNE CURB & GUTTER CURVE TABLE e� CURVE LENGTH RADIUS I DELTA CHORD I CHDRD LEN STAR (N. E) CSOD 31.40 20.OD 89'7'38' N1314'WW 2&27 (99677.45, 209770.80) 0601 31.42 20.OD 90'00'00- N76'46'4"E 28.28 (997301.49. 209780J0) C602 31.43 20,00 90V2'22- S76-45'30-110 28.29 (99668,11. 209823,83) C603 31.42 20.00 9D9000- S1313'19-E 2&28 (99721.16. 2D983314) C605 100.90 185.00 3114'54' S4724'08'W 9965 (99929.87, 2DR95&71) 0607 75,96 15&DO 28W'45- S45-49'04'W 75.20 (99899.04. 208984.791) City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED CHECKED BY. ��WM�((�A•ww��I//A�NF//W..��Iley-/ LVY CHFMFO BY .6A(1>•AW7,fGWlYlf/I CHECAED BY A).A- __ 131N CHECKED BY vw .eRewo� - Pal,- DRAWN BY. im CHECKED BY. JTC 100 NUMBER. IOAA, DATE OXM4 m JVA, INC (D Z LL cf CY L¢L. cr w H U LLl Y w J � 0 = � d � 4W U Z Z aQ W w w d lr � N Y CHECKEDBY yyyJJA�� Fnnmmwm�'Mr 0.p CHECKED BY _ 1 m. Lange, County Colorado PL PFOV91 LL-Nw.IOfP 50 0 50 100L ,ewcPKr 97 C0 141 SCAIE IN TEE1 W,^a ER'namP C-3 I I L I I H.55 Q I W 8 I I g= I I I "..27�FL 1 i I 2 I 44.n FL I EIS ' 1 co i L W I I 45.56 A. -- 45.n n N ' F 8 I ' ` -- 46.41 rt 4620 0 _ 45.e0 aiii 45'38 n ROAD 12 FL 45.39 FL.45.92 ` \ 47.11 a \ 4540 FL 45.63 M. �8 46.39 CL'-- .74n----- ��- 4 .92 a'- \-90 FL` - --- - -- 35 F. ----- INTERSECTION DETAIL ZEPHYR ROAD & SPINDLEBUSH LANE 34.15 FL-34.24 FL 50 FL �3T.12 a _ _ZEPHYR -------- -- ; - ----- ROAD ZEPHYR 3196 FL M.68 OAD ]1.88 3387 n� 33.51 33.69 FL`_L„rf __ SA39 FL-___-_ 33.38 FL -- 33.50. a 333.21 FL.' f� I I I I Z I I I C I I 7 Hi I I� i 3287 a � it 1 I 1 I �31.80n BIO( I I 1 F I 3110tl R. I I I I I INTERSECTION DETAIL ZEPHYR ROAD & EAGLE ROOST DRIVE a 26.06 Y6 BB n 1 As" \ _ 3986 37,52 F[ c INTERSECTION DETAIL ZEPHYR ROAD & FALL HARVEST WAY 30 0 30 60 SCALE M FEEL 5.39 CL , R0An -� it .BP rLl .SB a26.80 FS] }/97 n• ,26.65 j1 ffi.28 n�26.79 2 \ �28.80FSSFS26 15 26.36 n ♦'26.fi5 CL a26.46 FS A26.28 n 26.14 FLiT 8/ L96.2�a INTERSECTION DETAIL ZEPHYR ROAD & SAKER COURT/SPEARMINT COURT INTERSECTION DETAIL ZEPHYR ROAD & HAWKS PERCH LANE CURVE TABLE CURIE LENGTH RADIUS DELTA CHORD CHORD LEN START (N. E) C219 34.03 20.00 9730'10' N5647'02'E 30.07 (100340.16, 205032.73) CZ20 25.07 20.00 8074'43' S3210241 2582 (10034203. 208086,13) C221 30.60 20.00 8739'28' N69'43'09'E 27.70 (100149.03. 20851834) C222 32.23 2000. 927012' S2016'51'E 2886 (100148.11, 208572.57) C223 32.23 MOD 9270'3Y S2016'517 2886 (100104.66. 28494.99) C224 30.60 20.00 B779'32' S69'43'09'W 27.70 (10007867, 2D8558.22) C225 32.17 20.00 92ID9'02' N3774'23'W 2881 (99965.15. 208M.70) C226 28.39 20.00 8119'5Y S4970'04'W 26.07 (9998.3.99, 208899.10) C227 30.98 19.76 8949'33' N4416'10'W 27.91 (99963.90, 209134.57) C228 34.33 20.00 9871'17' N4910'38'E 30.27 (99958.10, 209164.70) C229 31.40 20.00 89'57'30' N1314'30'W 28.27 (9967745. 20MOSO) C231 31.42 20.00 90000'00' N1313'19'W 28.28 (9969162, 209839.6+) C232 31.2 20.00 909Y22' S76'45'30'W 29.29 (9966811, 209823.B3) C259 31.42 20.00 901J0'00' S76'46'41'W 28.28 1 (99736.98 209807.63) ,.umlmrproer„ �� r1 JOB NNBER. IBAE DATE m NA. INC H W 0 Z I- U w Lu Z W uj I3-' H I� Lan CiODMV.001 00 E^EET NUNBEP 40 Mai N 0 L"t o a• YiGs 114 DF 141 SCALE DC FEET w r,.v .� ' A City of Fort Collins, Colorado UTILITYPLAN APPROVAL APPROVED. / �c CHECKED By CHECKED BY:4'�/'/>` CMECKEDBr: fnlOC EiryN� CHECKED BY _ . CHECKED BY: _ N CHECKED BY, - 0.� ~ 1s.9s N a Q 2 J }, 2a92 R- , LZ B O A�T3� V 'e TYPE 3 BARRICADE / I4.8J FL � 15.02 FL-_ -_ 15.11 FL / ,14.91 h 14.73 F. 1t63 FL , 14.67 F. 1445 h (RILBY RD - -- 15]0 a� u -- -- L _ IA82 _____ J ' 14.950. 14.77 R 1267 a 4.J3 15.11 R i FL 14.22 F 21,67 FL ' 1 3 / �v l 'O.7D R< ` 20.57 a�A 20.31 FL ASGy � \n lit TYPE 3 BARRICADE r�Q ' WWLA,2 8 O CL F - L (� k r n^ 20.77C. IfO 21.01 'HLAS FL 4 20.]2 FL .19:13 R n 12.13 FL I I I , � I ' I Tract O r,EUE oe I I , I I. I i I I I I � I II 6 I I � 1 , 1 I , I J 1 ,' w _ Mn R. EX CROYM 14,65 L._ _� ` F-14.02 E% 'IL� 14.12 \ ZEPHYR ROAD 1,2!FL `I4.H1 I 3.1I a S Q - Ir TRAN51710NN 14.06 FLU 1370 FL 14.27 R 13.26 EX FL,! ` -DRIVEWAY ACCESS ____ ___,.I____ Ix _AI THICK SCONC2PAD __.' __________ I TYPE J BARRICADE 6'X12'XO' ' 1 THICK CONC PAD I, 1 ' � 1 1 INTERSECTION DETAIL TRILBY & FALL HARVEST WAY/SPRING SEED WAY INTERSECTION DETAIL TRILBY & SUNSET VIEW DRIVE V Ill I�i O � 1 H I I g , W I I 29.40 R ' W ' T 29.43 FIL r I 4 I 29.11 R/29.28 29.17 hl F 29.50 a / r'I / / 2'68 F. 26.96 FL / C2 F.29.12 29.09 a/ 75.7 I I I r I I I I I l 139 F.�- s2a7•�, \ 29.35 FL� yF 70.37 n R 30.52 FL 3D.52h HAS INTERSECTION DETAIL ZEPHRY ROAD & ZIEGLER ROAD -.� 3124 a \1',30.70 F. 30.37 FL / \ / / FR Ry � . ��• ,30.41 Fl -J0.60 FL 30.41 n 11 3LL17 FL r'30.09 FL CURVE TABLE CUM LENGTH RADIUS DELTA CHORD CNORD IEN START (N, E) C237 3L42 2000. 90100'00' S703S25W 28.28 (99792,43. 208366.59) C23B 31.A2 2D.00 9OW'00' SITM-35-E 28.28 (99779.33, 208393.58) C239 27.82 20.00 ]9'42'13" SIY57.42-E 25.63 (99754.33. 20832S84) C240 31.42 20.00 90WOOr SnW25"W 2&W (99725.62 208389.74) U41 24.88 20.00 7116'52' N2616'19'W 23.31 (99652.M. 209155.75) C242 J2.04 MOO 94T34'10' S71DYID-W 29,27 (90621.51, 20915D40) C243 30.13 20.00 8878'33' N741558"E 27.36 (99564.88, 209320.24) C244 32.73 20.00 93'40Y NI5d0I*'W 29.20 (99512.34, 2093D9.70) C245 31.78 20.00 91792'31" N4592'3rE 28.54 (98843.85. 208099.26) C246 31.93 20.00 MWSO' S46*03'07'E 26.55 (98854,17. 208149.51) C247 31.05 20.00 aB57'29' N44'4r2rW 28.03 (98787.95, 20MI9.95) C248 M93 20.00 W36'21' N4T.i9'21'E 2794 (0784.14. 20810.9.95) C249 29.23 1 20.00 93'44.24- S8511'16'E 26.]0 (99092.91, 206986.00) C250 MO20.00 932r5Y N31L52'E 29.13 (991D7.07, 209=47) C258 31.42 20.00 1 909D03' 1 S 7451'11? 1 2&26 1 (99079.24, 210615.08) I \,1 IF 29.5BR \ FL 9� / i INTERSECTION DETAIL EAGLE ROOST DRIVE & HERONRY PLACE INTERSECTION DETAIL FALL HARVEST WAY & HAWKS PERCH LANE/HAWKS PERCH COURT INTERSECTION DETAIL TRILBY & HERONRY PLACE f i 20 0 2D 40 SCALE OF FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED. E,q On CHECKED By .•w�//�r�9R//yy//E1��..,�GG ////_�)�� CHECKEDBY Ai-NNNn✓..fLG�(�_'�Jo 1 CHECKED By AI A j7�t�ry 1,Mc irv„�, CHECKED Br °H. CHECKED BY •� CHECKED BY ws CHECKED BY JTC JOB NUMBER 1BHc DATE p_L39e1 � wA INc J H E% W Z o J Z LL 0 H Q K Ix W W Z U LLLJ W W H N Lam r Counly. Colorado SHEET NMER T P royal aelo ' 116 OF 141 Ccu,Xy E�WI�Ne,rN c-3 3