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HomeMy WebLinkAboutWEST HARMONY ROAD IMPROVEMENTS MASON STREET TO CREST ROAD - Filed STRS-STREETS ENGINEER STAMP - 2010-12-28m CONSTRUCTION PLANS FOR CQ HARMONY ROAD IMPROVEMENTS to FROM APPROX. 400" WEST OF MASON STREET TO APPROX. 50" WEST OF CREST ROAD ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LT LEFT AE ACCESS EASEMENT MH MANHOLE ARV AIR RELEASE VALVE PE PEDESTRIAN EASEMENT ASSY ASSEMBLY PC POINT OF CURVATURE BOV BLOW OFF VALVE PCC POINT OF COMPOUND CURVATURE C&G CURB AND GUTTER PCR POINT OF CURB RETURN PI POINT OF INTERSECTION CL CENTERLINE PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY DE DRAINAGE EASEMENT PVC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE ES EMERGENCY SPILLWAY RD ROOF DRAIN EX EXISTING RT RIGHT SAN SANITARY SEWER FES FLARED END SECTION STA STATION FL FLOWLINE SDMH STORM DRAIN MANHOLE GB GRADE BREAK TB THRUST BLOCK GV GATE VALVE TOF TOP OF FOUNDATION HP HIGH POINT TYP TYPICAL FH FIRE HYDRANT UE UTILITY EASEMENT I.E. IRRIGATION EASEMENT VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION IRR IRRIGATION YPT VERTICAL POINT OF TANGENCY LF LINEAR FEET TOW TOP OF WALL LP LOW POINT BOW BOTTOM OF WALL T E G s 0 D4 F_ LEGEND EXISTING TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING FIBER OPTIC LINE EXISTING CABLE TV EXISTING ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING GAS EXISTING OVERHEAD UTILITY EXISTING SANITARY SEWER MAIN EXISTING MANHOLE EXISTING WATER MAIN EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM SEWER EXISTING STORM SEWER INLET EXISTING FLOWLINE, CURB & GUTTER EXISTING CONCRETE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING STREET LIGHT EXISTING GUY WIRE EXISTING FENCE EXISTING TRAFFIC SIGNAL EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE T N CIV c C 0W.—Ah Mr — X PROPOSED TELEPHONE LINE PROPOSED OVERHEAD TELEPHONE LINE PROPOSED FIBER OPTIC LINE PROPOSEDCABLETV PROPOSED ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED GAS PROPOSED OVERHEAD UTILITY PROPOSED SANITARY SEWER 8, MANHOLE PROPOSED WATER LINE & VALVE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER & MANHOLE PROPOSED STORM INLET PROPOSED FLOWLINE, CURB & GUTTER PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED UTILITY POLE PROPOSED STREET LIGHT PROPOSEDFENCE PROPOSED TRAFFIC SIGNAL, FORT COLLINS9 COLORADO SEPTEMBER 2008 I- W TROUTMAN PARKWAY t~!1 W 3 Z WAKE 0 � ko4R W Q ROBIN w � G p uNT, m 4 H CW7 �GP LANE to n'F NG m U) W Z W WAKE N J > ROBIN U W G LANE HARMONY ROAD ,!. J >- tt W z U W U La =W Z� U� C�N� �� Q 4fi IL �WX D MG�� �W 2 4� w N = FRCC = � m U U ENTRANCE U ASHFORD COURT 1 VICINITY MAP APPROX. 1 "=800' BENCHMARKS: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE ROAD AND TIMBERLINE ROAD IN THE TOP OF IRRIGATION STRUCTURE. ELEVATION = 4935.53 NGS E 357 IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A SMALL BRIDGE OVER SPRING CREEK AT THE PROSPECT ROAD CROSSING OF THE COLORADO AND SOUTHERN RAILROAD. ELEVATION = 4916.27 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 CALL 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2 GENERAL NOTES 3 EXPLORATORY BORING LO LOCATIONS 4 EXISTING UNDERGROUND TILITY LOCATES 5 HORIZONTAL CONTROL P N 6 TYPICAL SECTIONS 7 REMOVAL & RELOCATE P N 6 ROADWAY PLAN & PROFIL S 9 EAST END - PHASE 1 IMPRO MENTS 10. 1 1 RETAINING WALL PLAN & DETAILS 12 GRADING PLAN 13 EROSION CONTROL PLAN 14 STORM SEWER PLAN & PRC FILE 15 LANDSCAPE PLAN 16. 17 CROSS SECTIONS 18.21 DETAIL SHEETS 22 SIGNING & STRIPING PLAN 22A INTERIM SIGNING & STRIPING PLANS CONTACTS: CITY OF FORT COLLINS ENGINEERING DEAN KLINGNER 221.6605 STORMWATER GLEN SCHLUETER 221-6700 LIGHT & POWER JANETMcTAGUE 221-6700 TRAFFIC WARD STANFORD 221-6583 INTERWEST CONSULTING GROUP TERRY RODRIGUE 674,3300 E]Cr. 1 10 BOB ALMIRALL 67,&3300 EXT. 106 RECORD DRAWING DATE: 11 /11 /09 IX.ff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W Ash, Suite C Wind Windsor ,Colorado 80560 Phone: (970) 674-3300 Fax: (970) 674-3303 N T E R W E S T C O N S U L T I N G G R O U P DESIGNED BY - DATE: Y. IDRAWNJDL APPROVED 1JY: CITY OF FORT COLLINS, COLORADO Fort Collins SCALE: CHECKED BY: DATE: ENGINEERING DIVISION y'L�-- �, IN I9/22/08 A I QWEST BILL JOHNSON 3 -6451 XCELENERGY LEN HILDERBRAND 225.7848 COMCAST DON KAPPERMAN 67-0245 BURLINGTON SANTA FE RA NEXT MEDIAN DAVE FLECK 11 307-432r7357 II 1 HEREBY AFFIRM THAT THESE FINAL OSTRUCTION PLANS WERE PREPARED UNDER MY IRECTNSUPERVISION, IN ACCORDANCE WITH ALL APPLICAE LE CITY OF FORT COLLINS AND STATE OF COLORADO S rANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY O r ALL DESIGN, REVISIONS AND RECORD CONDITION THAT 1 HAVE NOTED ON THESE PLANS. FORT COLLINS - LOVELAND WATER DISTRICT Mr. Terry Farrill, P.E., District Engineer All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District. Date W. HARMONY ROAD IMPROVEMENTS COVER SHEET PREPARED UNDER THE DIRECT SUPERVISION OF im 33441 �SS70NAL •E�� 1 OF 22 1 - 298 r� v � I I I I I I I I I I I I I I I I I I I I � I I II P/ �A PHASE 2 \\ EX BUILDING CABLE PEDESTAL \\ i i ED IEIE PEDESTAL \ i RANGEVIEW RETIREMENT VILLAGE EX BUILDING I L.-----J NG WALL \ PROP CATCH LINE (TYP) ETRY TABLE dI DETAILS THIS SHEET) -W NOT CONSTRUCTED � POSED CdtG T T FO FO FO - TT -i T T T T T T T T T HARMONY ROAD HARMONY CL 87+00 - - - 88+00 - RETAINING WALL "Ayr (PHASE 2) ROW .... . . \--1 . T� T T � PROPOSED STREET J FO 89+00 FACE OF WALL POINT HARMONY CL STATION TOP WALL ELEVATION BOTTOM WALL ELEVATION Al 87+27.65 LT 66.00 5045.00 5044.52 A2 87+33.10 LT 59.57 5045.44 5043.97 A3 87+42.02 LT 57.DO 5045.90 5043.40 A4 87+67.02 LT 57.00 5045.80 5043.30 A5 87+94.68 LT 57.00 5045.69 5043.19 A6 88+29.67 LT 52.81 5045.58 5043.08 A7 88+68.33 LT 48.17 5045.46 5042.96 AB 88+88.11 LT 49.04 5044.36 5043.63 I - - - T 90+00 91+00 192I00 j n PROPOSED HARMONY CL- ! IHARMONY ROAD PROPOSED RETAINING WALL KEYSTONE OR APPROVED EQUAL a a.` N W (SEE GEOMETRY TABLE h DETAILS THIS W -t W W W W �.r,,.� W T� W a T T TT T TSED FO T FO -T T T \ F� PR Fn T ELEC VAULT FO INLET FO FWOP�EDETELE S`rtAL T FO 0 10 FOB° " • . .:. . ' ...d :a '�.. • . " 8� MIN. SIDEWALK. ' .,d • s •,� 5 B3 B4 87 88 B9 1 4'f 811 1® T PROPOSED ROW- I� EX BLILD/NG PROPOSED WATER METER j l I HARMONY ---- I --- HOSPITAL L _ -7 - - - - FOR PETS --- I ---- _ f J- - - - - - - - - - - - I I N Z I L ------- * M I I 1 FACE OF HARMONY CL BACK OF WALK TOP WALL BOTTOM WA RETAINING WALL TYBrr WALL POINT STATION ELEVATION ELEVATION* ELEVATION Bt 89+81.06 RT 50.22 - 5039.68 5039.18 B2 89+81.50 RT 39.63 5041.86 5042.36 5039.42 B3 89+88.50 RT 38.24 5041.75 5042.25 5039.28 B4 90+04.13 RT 37.93 5041.65 5042.15 5038.91 B5 90+06.97 RT 42.62 5041.74 5042.24 5038.70 B6 90+13.39 RT 42.49 5041.70 5042.30 5038.53 87 90+16.04 RT 37.69 5041.58 5042.08 5038.55 B8 90+25.00 RT 37.51 5041.53 5042.03 5038.32 B9 90+50.00 RT 37.00 5041.41 5041.91 5037.62 B10 90+75.00 RT 37.00 5041.38 5041.88 5037.68 811 91+00.00 RT 37.00 5041.45 5041.95 5037.68 B12 91+25.00 RT 37.00 5041.62 5042.12 5037.45 B13 91+39.26 RT 38.16 5041.77 5042.27 5038.85 B14 91+39.26 RT 51.00 - 5038.61 5038.11 A *TOP OF WALL ELEVATION SHALL BE A MINIMUM OF 6" HIGHER THAN BACK OF WALK. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 1 J" 0 STD. WT, WELDED ST Fort Collins NOTE: REFER TO HANDRAIL DETAIL (THIS SHEET) AND RETAINING WALL DETAILS (SHEET 10) FOR MORE INFORMATION. * OPEN CLEARANCE BETWEEN INTERMEDIATE RAILS IS 4" OR LESS. RETAINING WALL "BIt ELEVATION VIEW FIED CAP UNIT kLLOW DRAIL POST ALLATiON AND COVERAGE OF WALL UNIT RETAINING WALL "B" SECTION VIEW DESIGNED BY. DRAWN BY: 'APPROVED UT: JDL I JDL SCALE: DATE: CHECKED BY: DATE: 1 "=20' I 9/22/08 I W TROUTMAN PARKWAY �I W Z z 3p WAKE 3 Z ROBIN �RA� 4 O W C, LANE 0 D OA'NF"N6 M f W U WAKE JJ 8 Z ROBIN 0 U C LANE U W K HARMONYROAD Y U O W � C� U Y O ILO C GA'D U. IL W 2 0 W 0 FRCC UU ENTRANCE = U m ASHFORD COURT 1 1/2" Dia. Std. Wt. 6" (max.) Welded Steel Pipe Sidewalk Width per Table 7-1 or - N Did. Anchor Bolt w/ heavy < Hex Head Nut dr Washer 1 Or Approved Equal r^In6" x 3" x 1/2" Plate 1 Or Approved Equal ' yp.J 1/2 Sidewalk '- Adjacent Grade - steeper than 4:1 HANDRAIL DETAIL MODIFIED RAIL INSTALLATION. SEE RETAINING WALL DETAILS. �- R - 6" (min.) 7 NOTES 1. The sidewalk width shall be increased by a minimum of 6" whenever handrail is used. 2. If a sidewalk is more than 30" above the adjacent grade, the handrail shall be used. 3. Open clearance between Intermediate rails must be 4" or Iwo. 4. Finish shall be either galvanized of semi -gloss enamel over a shop coat of metal primer. 5. When the elope behind the sidewalk is steeper than 4:1, the handrail must be used. 6. When slope behind sidewalk is lose than or equal to k for a minimum dletance of handrail is not required. HANDRAIL DETAH.S STANDA LARD= COUNTY CONSTRUCTION REVISION N0: 1 DR111IIiG uRR�eR> A 3TRSSf SRDS DR&WMGS DATE: 03/01/02 1101 LT Fence Plan Detail F4800 POM In Csi11,Br Of Stsrldsrd Dnh Void Suet Fence or Raing Nano-SiTrink Garout Post In Phim Keyst�n �' fi caH i tl1 ' Key stone etanri-rd 3_ i3 Ge:Dgrd Fence Section Detail Sta ridard Unit - 1' Sa +t wk KEYSTONE WALL DETAIL 20 10 0 20 40 SCALE: 1 " = 20' RECORD DRAWING DATE: 11 /11 /09 JX-fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Win Windsor ,Colorado 80550 Phone (970) 674-3300 Fax: (970) 674-3303 INTER A: EST C O N S U L T I N G G R O U P HARMONY ROAD IMPROVEMENTS RETAINING WALL PLAN AND DETAILS PREPARED UNDER THE DIRECT SUPERN90N OF 10 OF 22 9 r C.> Base Leveling Pad Notes: Standard Unit Cap Unit 8" Min. Low Permeable Soil Keystone Cap Unit 8" Min. Low Permeable Soil Keystone Cap Unit 1. The leveling pad is to be Width: 18" Width: 18" constructed of crushed stone Depth: 21 1/2" Depth: 101/2" :,;,,\.,, / . -: •,.,♦•�_..Height: / or 2,000 psi ± unreinforced 8" Height: 4„ „• / _,;;•••, / / concrete Weight: 125lbs Weight: 50lbs .J1251111111 :-: , •�_�;��" Keystone Standard L__ ';;`,� `•.: -�•, _ Keystone Standard 2.The base foundation is to be \" Unit ,:...:;•• _..��. =§ :. Unit approved by the site geotechnical ;'_ ,'?:• engineer prior to placement of the ,' \24" Unit Drainage Fill' Unit Drainage Fill levelingad. P :`- (3/4" Crushed (3/4" Crushed s Unit Face Rock or Stone) Rock or Stone) " _ = ` 8" Min. Low Permeable Soil Keystone Cap Unit Reinforced Soil o, Approximate _„ 1/8" - 1/4 Reinforced Soil" Approximate , 1" 1 1/4" rn Limits of : •, Limits of '�_• � », Keystone Standard Unit , Excavation --, � Excavation - - L •�-\• Grid Depth. 'Grid Depth Retained Soil O Retained Soil '- Finished Grade Retained Soil :.. Finished Grade �;;,,,. 8" m Finished Grade -; ; 4 ; Unit Drainage Fill 24" 4" Perforated PVC 4" Perforated PVC ''`' ,^ (3/4" Crushed �; ' a O ` Drainage Tile .'==. .°; Drainage Tile `=• '.° `"` Rock or Stone) ,• �»..,., •.. ^, ;�!�;.� „\.: ••-- ,\. .,,.--,•, .��j:�•;.\\. ..\�v:. \-S, .y,�_.1_h�,.y,\ .5••..y,,.-�\-S ..`���: \-!., :: - •mot-:.�:.. :.,'�.. ..\, �i:.�-5,,.. �, ��;.V: S,-•\,uq�--•\,w:.�:\-.\,;.,:\\.\ ,., �•, „-: ••-- �- ,.- • `; ..,,...:: i t- ♦••v: ��Cf, , � • - C :...•.,-.._. .�, ; s\,,. ,.. ,,,.,. ,,,,:�,.r - ,.;,, ::;..,_ ,,. :..�,«a,..-,,.,.^.,.: er=:::F; ,,.,cc• .:, .,.\,. _,\- ., : ,.,_...:',':;:,__,.,._„- Approximate Limits _ ,..__.. ••� __ . '•� Excavation Note: Note: Unreinforced Concrete of Excavation Unreinforced Concrete or Limits Unreinforced Concrete � When site conditions require, wrap drainage or Crushed Stone Foundation Soil Leveling Pad When site conditions require, wrap drainage or Crushed Stone Foundation Soil Leveling Pad 4" Perforated PVC Drainage Tile Crushed Stone Leveling Pad Filter Fabric tile in 3/4" aggregate and filter fabric with tile in 3/4" aggregate and filter fabric with Wrapped in drainage composite or aggregate back drain drainage composite or aggregate back drain (If Required) Foundation Soil 6" Crushed Rock or system, as directed by geotechnical engineer. system, as directed by geotechnical engineer. Unreinforced Concrete Leveling Pad Typical Reinforced Wall Section Typical Reinforced Wall Section Typical Gravity Wall Section Standard Unit/Base Pad Isometric Section View Standard Unit - Near Vertical Setback Standard Unit - 1" Setback Standard Unit - 1" Setback Dimensions & Weight May Vary by Region Place Additional Pieces of Geogrid °Jlj' .r! 1 „ (2) - 4" Cap Units or 4" Cap Unit '`• When Angle Exceeds 20°>>`'� �� yCti;`!`;`;"`�^71,i�?jl 9 aaoy •,',;rrr,4•f, •f,ii!l,�ry.i, (1) - 8" Cap Unit 8" Keystone - 8" Min. Low Permeable Soil Keystone Cap Unit `,`,t,,p ;, �����•, jlrt +': `" ''�i'.•. 3" of Soil Fill is Required Between 4� \ . a a a,•`,,t ;;,•;; ! •; Unit c ;/: ;ti;"•:,�=:''•;. Overlapping Geogrid for Proper p �� �, `\ .,� ,,,,,,,�,+ ••; (! l;;::::y:;/. /.'. U Standard Elevation -_•�`.; �;' \\ Anchorage °••� '�:� �, 8 i '��)''•'' �%.�. �"• o ^, ^•+: ,;�,,,?; : Keystone Standard Unit Additional Drainage Fill Extend Wall Height/2 ^:-:;s•;- ': ' ..' Drainage Fill ,24" _ ____ _ ' ` ,• __^-_ ,,. Unit Draina Crushed Rock 9 a Fill (3/4" or Stone) r ---�- -,_ .1 t-= . , :�: __ _L,=":: :`: Note: N o 1 Secure all cap units with Keystone :•_ 1/8" 1/4" `___ =,ti,' ` - Re inforced Soil 2 - \ oreq Ka seal equal. P ITT !FU TTT ` h\1 H 2 •W �.,,,'�,,,:��,,,•��',., ''I" I'' Note: Top of Wall Steps Geogrid is to be Placed on Level 18" :• Finished Grade Grid Depth' :. :' i;, ;;. ti. 4:: Backfill and Extended Over the 1. Check with manufacturer specifications �'� 8" 1 \- Min. Low Permeable Soil Fiberglass Pins. Place Next Unit. '�=�� • • on correct direction of orientation for Pull Grid Taught and Backfill. 9 Standard Plan Keystone Cap Unit ` r .. geogrid to obtain proper strength. \ Stake as required. ,::;, H / 2 . Unreinforced Concrete .''.." Grid & Pin Connection Standard Unit or Crushed Stone Retained Soil Geogrid Installation on Curves — May Vary Leveling Pad Keystone Standard Unit Dimensions Y by Region • '• 24" a„ Unit Drainage Fill 3/4" '• Reinforced Soil g \.. _ ;: Approximate Limits ; •: ,. ., �••. of Excavation `; Crushed Rock or Stone) 1/8" - 1 4" rn = c 3" of Soil Fill is Required Between H / 4 Overlapping Geogrid for Proper Additional Geogrid Overlap Anchorage Crushed Rock or Unreinforced Concrete Leveling Pad 9 Step • "' i': ' `` !' ' ; ' L, 8„ (Typ.) Extend Wall Height / 4 Elevation =�: ♦'� o Additional Drainage Fill 9 '}4ti�titi<ti+ti�4Qti�`tiafity4ti}4titi+ti}4tihtitiC;i!ti�4+ti�4�.��C�Qti}Cti+{�\4ti}S Note: Unit Elevation Cap U t Ca Unit Elevation p - - \ - 54ti}4ti+tifi4y4ti}4titi Extend Wall Height / 2 f :4ti=4„�+4=4ti=4��'=4�:ti:,;�:�:ti4vvti:�;ti ti�::4 1. The levelingad is to be P constructed o Grid Depth ' •' - P ,••_ .. : .- ' •• • • • • • -- • - 4 Perforated PVC Finished Grade ti'Kti�:y=ti„ti=ti=,•'� ti 4„� ti ti 4 --\ �____�•. '=��..`�titi' ___ -----• - _ ___ � � ' � '�'� ' '•' '� � '� '�'� � '� + crushed stone or 2000 psi _unreinforced -- ,. ,• \ .. •.. - .. - Drainage Tile " 9 _____ ---- �--- ---- �- - �- . ,, ,.,,�,,,?�r'^''hti l;^I�"�; it'll; I;;;,, _ -_,: concrete. - +i - ° H! 4 = W x 5 1/ N N ..,,,,•:,,•:.••,,,,,:.,a.••.,•,�.,..�•,.,-,\\„a:�--.,•,\.,,.:,.,,••,:�-,.•,.•:.,..\•,.•,�.,.-:,.•..•.•-.,,,.�,,.,.;�,. 6" Fiberglass Pinsainage o 0 _ Fill V Front Face " Note: .."."„•..:.♦__: ____ `�`:. When site conditions require, wrap drainage Unreinforced Concrete or Crushed Stone h�— ti �+t"M ' 1. Check with manufacturer specifications _ II —III II — file in 3/4" aggregate and filter fabric with Foundation Soil Leveling Pad H / 2 , II ti`` on correct direction of orientation for "'''' ''"' ': vti r 4".' III III III �1111=�lli 111=III I= Cap Unit Plan Cap Unit Plan drainage composite or aggregate back drain 9 P— l—I I— —111LI ` geogrid to obtain proper strength.' system, as directed by geotechnical engineer. \ =' W + 12" Universal Straight Split 2. Corner units recommended for outside Typical Reinforced Tiered Wall Section \ corners. Availability May Vary. Cap Unit Option Cap Unit Option H / 2 Section Standard Unit - Near Vertical Setback Dimensions & Availability Dimensions & Availability Geogrid Installation at Corners Leveling Pad Detail Will Vary by Region Will Vary by Region Copyright 2003 Keystone Retaining Wall Systems Design is for internal stability of the KEYSTONE wall structure only. External stability, including but not limited to foundation and slope stability is the No. Date Revision By Designed By: RKM Title: Standard Unit 21 - Straight Face Details Date responsibility of the Owner. The design is based on the assumption that the bN materials within the retained mass, methods of construction, and quality of Checked B Y Project: Project No: 1 materials conform to KEYSTONE's specification for this project. A,:.�Y�:�� � .tt�..��� cDM Keystone Retaining Wall Systems This drawing is being furnished for this specific project only. Any party accepting this document does so in confidence and agrees that it shall not be 4444 W 78th Street Scale: Typical Wall Details Drawing No: duplicated in whole or in part, nor disclosed to others without the consent of Minneapolis, MN 55435 No Scale 11 OF 2 2 Keystone Retaining Wall Systems, Inc. 952-897-1040 C1 - 294 I r` V RANGEVIEW U RETIREMENT Fz I VILLAGE LARKBOROUGH P.U.D. I Z i) I 5 I' W 1 PHAS I o SAWCUT LINE (T W NOTCONSTRUCTEDIIRIRm WALL RETAINING WALL SHEE' — — — — — — 4. PIR 100'�7 "•µ �. TYPE 2 (SECTION 118) C&O HARMONY ROAD ,sue —COK 1 45.87 ^^..,,,� 44.70 44.33 '•" 4 43.64 43.41 43.15 4 85 - � 64►00 48.48 45.2t,r 4111 � 8! 00 �„• " 87+00 j � �„ j 46;21 45.52 44.89 44.51 44.14 43.78 43.51 � 43.30 42.99 SAWCUT C ,. .n -- ._ ,f PRE LINE (TYP.)� yTYPE 2 (SECTION u8) •Polio ITI SIDEWALK PATH C W I _ I• F'' / I BOUCHARD SAWCUT L III WI 'I FI U I P" I fl i I•I � I fl Ali CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION m WJ RANGEVIEW ' U 1 d 1z P.U.D. I W Z of. I N. �4 OX j Z I �/ W 3U -llu) m W G''14 I 1 -J 1---1--�k,R ') / dZ r I / X -F--.��--�.==•--ram.,-T- 77 EX10�, `- -EX SONYLE7 > -E SD,W! PROPOSED 42.23� 41.87 IO HARMONY CL 42.56 .+ 41.91 91+00 41.90 / 42.45 �4042.41 _ 42.05 �78 41.84 422+OD — — FO )POSED 10' w T PROPOSED 101 TYPE 2 (SECTION AB� ` $ �'' - -- — — �SAWCUTiU. NE (TYP.)— 1 / W .. 1 R NV _ -7= EwSTING : I . .. .:" PHASE 2 - ' T — f / — — L I (PROTECT II r I I I. I / \—j PROPOSED IN PLACE). — RETAINING WALL �(SEE RETAMIM14G� _ f / — _ I \ I I �JJ I I I WALL SHEET 9) _ — — @ -- -, / I I\ \l`l ,I - -�', II I -- �` HARMONY \ I Z I HOSPITAL , � ^� _ I FOR PETS ��, �\ m I Fort Collins SCALE: JDL I DATE: JDL ll CHECKED BY: DATE: 1 "=50' I 9/22/08 ,� I w TROUTMAN PARKWAY WAKE pp yC pZ ROBIN W ItrqW. III LANE ZN D DR A7IN0 m i N tL U WAKE W ROBIN 1, D LANE W C HARMONY ROAD w q r < Z O U Tj 0 CC IL c IL IL D C pA w 0 Q Z O = FRCC W 1 O N m U ENTRANCE = U ASHFORD COURT 1STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). RECORD DRAWING DATE: 11 /11 /09 XX-ff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 50 25 0 50 100 SCALE: 1 " = 50' ' W Ash, Suite C Win Windsor ,Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W EST C O NSU LTING GROUP HARMONY ROAD IMPROVEMENTS GRADING PLAN PREPARED UNDER THE DIRECT SUPERM96N OF rc 33441 �E •• ? L �70NAL •��� 12 OF 22 298 No Text V- V w %0 1 — L. or V No Text V 2-6' 6 _ 2 R ( . Gutter edge may be - E f tapered or battered. C'rpica for at Curb & & Gutter Typea} --t.___- d• ro VERTICAL (CDOT—TYPE 2 SEC IIB) (LOVELAND) CURB AND GUTTER LARIbWR COUNTY CONSTRUCTION ;REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03j01/02 '': 7ii1 slope up in match elnlaheG pavement Oepree6 rra 1/4 to f/B below ad;edent finished street grade ' Spa�ght CUP . arouro nng + Cover EMS asPmall Il t,oveday or wade - ad;ustmern vCartcreAe grade r: fo matcn slope or +,nrslxxt tYada i --.. ....._._.._.... i shim; Grout Ex:stirQ base maw Grade ntg ,%upon wrn Stool Sher:,& ' 3> Sind pact With High Stron9th ..,o Manhole Grout NOTE '! ,rout BneO be a mixture o 1 C4:be Ortx+t m:x, 26 iba water (3.12 Gs , and 100 :be of send conlonnlnq to ASTM C-35 2 Manheles shall not ae'ACatgd In CnOsapti gutters, Or V111" Pain 3 Shim and grout to maws Wg and emw!!ush Wim the dtrg'ad pavement surta ce STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA iDRAWINGS STREET STANDARDS DATES: 06/07/00 1201 1'-6 1-1 iL' 4-1/2 11QR 1-112 TO -...... 2 i7 OUT FALL CURB & GUTTER (FORT COLLINS ONLY) (CDOTT—TYPE 2 SEC 118) 1113 _0 %4 R isvb j A ASPHALT OR CONCRETE PAVEMENT AY O EPO MOUNT / 1 114' ROADWAY PAVEMENT 'WA 8' 6 1/4'R. / 8' BARRIER CURB\ / 6 MOUNTABL URB (COOT "Y 2 SE E CTION 8 M-809-1 CURS�ve RE ) Notcs. a.) Bottom of curb shall be poured to a depth no less trlart on the compacted subgrade of the pavement, b } Raised (,,enter med�ana Shall be 8 barter curb or 8 apoxy (xlrb only MEDIAN (ISLAND CURBS) I.ARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA STREET STANDARDS DRAWINGS DATE: D4/01/07 703 _ PVC Corlout SECTION A -A A ILIr Bundes of Conduits pemntled (Sc'hoduie 4C min ) Score cono-vim, curb hose w1h X to mark :oosbon of sseeviss 3TES: Match, fwat:on of sktewen on curd head Depth of sleeve shall be no iess'.han 3'0 below Street grade Bundles of sleeves are permitted, Sleeves snail be instailsd'Wkn'Pull Wince DETAIL SLEEVE LOCATIONS I,ARIMER COUNTY 7C1 S"1RUC;'I`IUkREVISION NO: ] DRAWING URBAN AREA STREET STANDARDSRAWINGS DATE: 04/01/07 : 1202 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION ° jq :ua Eco18 > Li.I LD O 00 \\l Y i; W LL w UJ ANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV J AFJMFR COUNTY REVISION N0: 2 DRAWING URBAN AREA CONSTRUCTIONi...... DRAWINGS DATE: fl4/01 07 fl7 STREET STANDARDS / 2 FAG^8'R ADES MOM gTTL TO POST W'TH 4 E 04 T71 WTH i ! RNETS NYLON WASHERS R'. -1 S ,)P S aN 30 r.IOH OENSIIIPDAVONO GRADE-S10NMOLN3c:71OW133 WETH' li I La RIVETWITHNYLE)NYJASHENA(3AN3TS)GN FACE (ON TOP CF THE SC-4, THE 3CTTCM OF THE Si3N SHALL Lff MCUNTEU WITH 1 GACH 5;16 4-1,,* HEW ISOL7 WITH METAL AM FROAf NYLON WAS3+Egft {NYLON WASHER A(LAJNST 84ON FACE! AND SECT ED MTH ` EACH SAS HEX NUT ON THE STOCK see OF POST 2'x2 x10 OR 12 12 GAUGE TELE.SPAR a05T CR?i�iJ: 61FtiLk i0u"' 36 r, 33 22S x2?S x3Q 2x<7k?2-4 2.114 x2- street cvb 2 114 Astor (22F1 ZASi) NOES, 1 Anson fine a� panl+:s tigniy to the post end :.ae .7:ersoad washers to keep the sign from brf sil loom r -rn the When inn by a Veil 2 Sigr panes a -*kilo be ma:,n,e[S a m nu7x:m of 7'rf� apwa the piavarnent Cr grourb 3 Sig^s tar er than 36 it Cr as in iength Orwidth raquve Wmd bracm and spec'al pow,, dell 4 A chLv 6t ,b and poet era Square ski h,be tpar a 3 ed 5 Ail No Parking sigrss sine' be Install at 45' iRxtt FbW ',.fne SIGN POST LARIMER COUNTY CONSTRUCTION NO: I DRAWING URBAN AREA STREET STANDARDS DRAWINGS DATE: 04/01/07 1401 For Collins DESIGNED BY: DRAWN BY: "APPROVED BY: SCALE: DATE: JDL I JDL CHECKED BY: DATE: NA I 9/22/08 . I STREET INTERSECTION CROSSPAN I.ARIMER COUNTY CONSTRUCTION REVISION NO: 2 1 DRAWING URBAN AREA -------- STREETSTANDARDS DRAWINGS DATE: 04/01/07 7US ji i is M*(evaa aMTeYn ,3 D(9T NCi CHO9SoFh :i i ',, rta'�k�`sob�iu e5 (mN� :i i i C O,s P'A*�adlgt ro W Sai:C FSC �n R : P ;srmrsw Mtlxy➢X o SI H� x 'icm<vv,—uwTie Pacicrm } ; �� CaPega'r u>m tr�eae�y tw?_*ruw e>' �: ii ,rdw�ve acyP�*seen, u fii ' r<,,,•,M �<a �<n is ��m'.r,s�ac«anrs :x�e la�oa Pace A Ill ( ar2 eC+x<we+x�c xAm Nru dcx va .'taws w.leo um aw rut I.'e re va eodrarmxe,m:<*+e wrre3 CLL m,Y rA<rtrre bm Muf a*cv+xawc m4:ea+C A i ..; /• eso�a.P ,1 16G P2.�ltYO �— r+, .>. vwoP. nCr Gy PAR*W e _ w,a aasaiaia,iia° vm°9mP9st!=x._ � :<egsrP j = � r ,1 6xlCtraeP:IXeAMwr.Pxm rruw,<n #nFOwnc,N: tl I: Sa Av CJ.-HPWPVKI.lwW'PN IN WRRr*b p u roe**°ev 2 a STO's^R aPECf'cD �' i VVV i r RECORD DRAWING DATE: 11 /11 /09 JX-W XX.XX DENOTES RECORDED DATA PER CITY OF FORT COL]NS SURVEY DEPARTMENT. 1218 W. Ash, Sufte C Wind Windsor ,Colorrado 60550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W EST C O N S U L T I N G G R O U P HARMONY ROAD IMPROVEMENTS DETAIL SHEET PREPARED UNDER THE DIRECT SUPERN9CM :r 33441 V .; V&/ONAL E 18 OF 22 C1 - 298 0;A 1 c• TYPICAL BICYCLE LANE PAVEMENT MARKINGS LARIMER COUNTY CONSTRUCTION REVISION NO: I ➢RAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/tit/02 I406 s m +art ON r A fl [3ctili-J IWOM ON M.ttrq oeDa FUIrE A y� - W. rL oFel it gar. 4TAM)ARp aeW7 WCO&E- ' a� RAP I*TFI ►Anj%UY COLMD CMICRM PLAN MEW SECTION A -A N.T.S N.T.S NOT " NO JOINTS ARE ALLOWED NV THE FLOWLINE SIX INCH WIDE CURB OR DUMMY JOiNr MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN 2 MINMAUM CONCRETE T HiCKNESS $ 6 rNCHES 3 JOINT aATTFRN TO BF ACCORDING TO °N tFRSEC,,ION GU71-ZR DErA:L CR AS C*.rMRM3W-D BY THE LOCAL ENTITY 4 WOOD FLOAT FINISH IS r'WO1PED OVER THE SLOWED SURFAC' OF RAW AND FLARES 5 A 6 NCH W IJE, CL i8 MAY aE POURED Al" THE BACK O THE RAMP AS SHOWN IF HcOUil ,w CURB IS USED IT SHALL MATCM THE CURS AND GUTTER STYLE OF ADJACENT CURB AND G L[TTER. 6 MINIMUM RAM? WIDTH $HALL BE FOUR FEET, OR THE SA.L1E AS THE WOEST ADJACENT SIDEWALK, WHICHEVER IS GREATER UP TO A MAXIMUM WIDTH OF 8 FEEL. 7 THE RAMP LANDING MAYBE POJREDMONO Mir WITHTHE ADJACENT?RANSr DNS ^AOVIDiEDTiiAT AN APPROVED SHAKE -ON PIGMENT BF USF0 TO COLOR THE LANDING ARFA S T- THICKNESS (AS SPECIFIEt7 ON PLANS OR LOCAL £NTETY ENGINEER] PEDESTRIANRAMP DETAIL (For New Const, & Alteraticns) LARIINER COUNTY REVISION NO: I DRAWING URBAN AREA CONSTRUCi'IOIti STREET STANDARDS DRAWINGS DATE: 04/01/07 I B06 +,2 Gxpaflsm .kart Meie'n: Ea£1'ADhW 8 DFwALK K (`.GMRxtT A 6 Rasdentnl rR EnPenem .»nr Mahwp, A' 'ACHED ' tx{:yWwAY slcawa.K SECTION A -A A SoeweRcTh Ck.*wa 5"talr EisB 11nm:m NOTE t 6cewak OreCe sea rem:en Q(tfae G:R across ar,wxN+ny 2 For O*- may dasori recw�rtx. see CONBT. MM. 700 & 709. 3 TLne dew apex n,e to E�aeMe e. Ga+*r is drw.+ w STANDARD SIDEWALK LlRI41ER COUNTY KEt[SION 1Q: I DRAWING URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS ➢ATE: 04/01/07 I601 A iFlom -Vert _..._I Flare Ramp I I 2 0 ° PanelsD o"Pan6ls�o oco°o, k�I°c Boo 6 citm ------- �utter FO0rrC Aprm A.E-. Case 1-Directional Ramps NOTE a ' aa, a:0rnsd win swa�rg ant curC ATTACHED SIDEWALK DETAIL //-LatNhueprq f 8Qx W�>wrc;uil S,?t DETACHED SIDEWALK DETAIL _-.....,.y� Ll ....._.._I........____ fi+„{g 1` AulAH T4i.CKNESa 1A, I WEAKENED PLANE JOINT 7"" L r< EJTnrvbori �"•-.font Me e's f4 N%TAU IN;pCATCN8 SPECSiF ED N -k0FTFH 22 EXPANSION JOINT SIDEWALK DETAIL LARIM%;R COUNTY CONSTRUCTION REVISION NO: 2 DRAWING IfEDs1N AREA STREET STANDARDS DRAWINGS DATE: 04/01/07 1602 Flare BOC!idl Ramp o y $' V tieso i Ramp 1 ° CPanels0 . r 'v' _ vari Flare i o OOO j Flare 1 o°o°� 0 S, Flare - I o`Paflefs° a°cno vao 0 vo°° J v-0-o at n�o BOC� n ; ' 2'-0 panels c ,Panels) J ° o Case 2-Non-Directional Ramps Case 3-Mid-Block Ramps Note: Ramp Panel Width i. TruTcate,I dome warring pastel loll Canblralilars Install panels tong "in the concrete 4.5 12+2 5 Varies Varies pour for tine ramp. The panel ngderia€ 5.0 2.6 +2.5 shall be Cast in Tact Warning Panels 6.0 2 +2 +2' 20 510pe _ 1,12� Slope - " or an equivalent material that m i be fist approver; ay the City Engineer 7,0 2.5 +2 +2.5' 60 2+2 -2'+2 Gutter _.2• - — - '�I pnor z Insfallat,lun The panel color Oail be red, n0 other wier is approved. Note' Truncated dome pa talc are Or _ Spec focal oms fdrihe iirrNl and avabebfe In 2x2 sga es ad Apron installationinshcnomwill be 2x2.5rectangles. Cambine E Panels embedded in the pravfded upon request. the widthstor fitthe amp. concrete ramtos 2. This Mal shows vertical curb. For Panels may be cut. to no less Section A -A (Center line of ramp) Drive 0ve- Curb the warning deredtion location shall be placed in the same than a 2x1,5 sloe c _Center line a` amp NTS position 6 back from the Face of BOC _crack of cod F C -Face of Curt Curb orlL -ftpw line TRUNCATED DOME WARNIJ G FOR ACCESS RAMPS APPROVED: MRH Qa'3ar M4 Drawing No. City of art eettiDa r15=D: Interim 1607(c) CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Fort Collins V d(Radius wares) � gg C:s'b to retain 'ranst:on !' actgrc.md bah r+d CRe \\ back of walk walk t ntytrded. \t�P } \ /I Wood flow: miss IhN rarrga I Clad k ( Broom finish CORNER LOCATION Wood f'oat finish thru ramp Walk i Broom finish '—'g`;;curbILI -- - --- --- Baiter `? t _ _...--------- - - -- -. _...- ---- A e 5 8 (min) MID -BLOCK LOCATION .y 4 3 trux tad drxrxi warring dabectx,n 1.25" slope (Ma r,) -._-r.._,s� SECTION A -A Truncated Dome Warn rig Dell on Rid Curb (optronal) j Onry it needed frTrans,tlon back of wac (typ ) Broom finish {, NOTES. 1 ` 6Thickness eoph" to ort,re ramp area 2 •" 1 25 Unless a iendng bell ramp (then ramp can be 1:12 w.th 1,20 on the truncated dotme INSMIng ) 3 Sae CONST. lil 1S06(a) and 16p7 for fort Come A See CONST. DI 1614, 1616 and 1616 for LoveNand Truncated Dome Warning Detection at the comers of the truncated dome warning ACCESS RAMP DETAILS IARIMER COUNTY CONSTRUiCTION REVISION NO: I DRAWING URBAN AREA STREET STANDARDS URAtEItiG` BATE: 04/01/07 I€i0:3 Truncated Dom Wam ng �ekecnit Plan Locallim Pu cated dome panels. - f-2n I 1.12 MAX Slope flffi0 � a'8 2,-D a3Sim Apron _ � _ a5- � 2 a•nPatfeis,0 PaRols 5•` Section A A , ad .. �r � � PT of, walk j NTS!`\—G S \NI Nate ` R1 S.5 WWD I imed I w>ra ro aeteddt Sal ramp slopes using the center of the ramp, - t i f ! Pi Mvulh a�an 2. Truncated dome warning panel. Instal panels along Mlh N, R15.O. . tonal pour for the ramp. The panel Irawal sialI be Cast: in Tact Warning Panels or an equivalent material that must be first approved by the Ctry Engineer. prior to inalaeatron. The panel 5-6 30C to walk wt verdcal curb IL & Bank of Wak \ J 45 Color sham be red, no other Color is approved. Specifications for 5-1 30C to walk wi drive ova° dolt ` A line panel materia 'atil be previded uoun realest. cant Fatl f R20.0 fr 3. Each ramp shall align perpendicular lo the sheet in xbich 4 5' Gonc. Sidemik =.he ramp is proWded to crass t t?.6 4. Refer to sRtndard drawing 1606 In °he Lehner Cmunty urban 6.0 � Area to be landscaped area shalt standards far other necessary carteria needed to construct these ramps that Is not Willed on Ill draift U 5 t 5. Construct the ramps and walk so the urnar atea all arafns to i s--- rhe st'eil LEGENI : PLAN VIEW B0C- Back of curb .... NTS R - Properly _ins PT - Point of Tangen y RESIDENTIAL LOCAL .STREET ACCESS RAMPS APPROVED: MRH 09113MID04 Drawing No. Arozowne EVISEU: ?,mm r R>EVIS'[D: nterlm 1606te; DESIGNED BY: DRAWN BY: APPROVED BY: JDL I JDL SCALE: DATE: CHECKED BY: DATE: NA I 9/22/08 . I HARMONY ROAD DETAIL RECORD DRAWING DATE: 11 /11 /09 1X-ff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. INTERWEST IMPROVEMENTS SHEET 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSU LTI ING GROUP PREPARED UNDER THE DRECT SPFRMSLON OF V19 OF 22 Ci - C98 m GENERAL NOTES O� 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH N IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND t APPROVED BY THE CITY OF FORT COLLINS. V� 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. V 3. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 4. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO BEGINNING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 10. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 11. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 13. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 14. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 16. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED FROM LARIMER COUNTY. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 18. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 20. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE CITY OF FORT COLLINS TRAFFIC, FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 21. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 22. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 23. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 24. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 25. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF FORT COLLIN'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE CITY OF FORT COLLINS ENGINEER. S: DA CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION GENERAL NOTES (CONT.) 27. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS ARE AS FOLLOWS: BENCHMARK 1: CITY OF FORT COLLINS BM# 16-94, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SOUTH SHIELD1s STREET ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV=5084.52 (NGVD 2929 UNADJUSTED) BENCHMARK 2: 3-14/" ALUMINUM CAP IN MONUMENT BOX. STAMPED PLS 5028. ELEV=5083.09 (NGVD 2929 UNADJUSTED) 28. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 29. EXISTING CURB, GUTTER AND SIDEWALK, AS WELL AS EXISTING FENCES, TREES, STREETS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. 30. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS (ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. SMOOTHLY PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY OF FORT COLLINS ENGINEER AND/OR THE CITY OF FORT COLLINS INSPECTOR AT THE TIME THE CUTS ARE MADE. 31. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 32. AFTER ACCEPTANCE BY THE CITY OF FORT COLLINS, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 33. A PAVEMENT MIX DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE JOB MIX ENGINEER FOR APPROVAL, PRIOR TO PLACEMENT OF ANY ASPHALT. 34. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHELL CUTS SHALL NOT BE ALLOWED. THERE SHALL BE NO SEPARATE PAYMENT FOR SAWCUTTING. 35. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. GRADING AND EROSION CONTROL NOTES 1. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION DUE TO WIND AND RUNOFF, AS WELL AS VEHICLE TRACKING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HERE. 2. ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL, PRIOR TO ANY OTHER EARTH -DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND WHICH THEY ARE BASED, BECOME OPERATIONAL. 3. ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY, BY ANY MEANS, SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. 4. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THESE PLANS. 5. TOP SOIL SHALL BE REMOVED AND STOCK PILED PRIOR TO OVERLOT GRADING OPERATIONS. 6. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 7. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY OF FORT COLLINS ENGINEER. 8. SILT AND SEDIMENT, WITHIN RIGHT-OF-WAY, SHALL BE REMOVED AFTER EACH SUBSTANTIAL RAINFALL. 9. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE LOCAL ENTITY ENGINEER, TO MINIMIZE EROSION POTENTIAL. 10. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. 'DESIGNED BY: DRAWN BY: 'ANNKUVLU UT: r Fort�..+Olin� 1l Collins JDL I JDL CHECKED BY: DATE: SCALE: DATE: �-� N/A I 9 /22 /08 RECORD DRAWING DATE: 11/11/09 1XX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLUNS SURVEY DEPARTMENT. INTERW_EST 1216 W. Ash, Suite C Windsor, Colorado 60650 Phone: (970) 674-3300 Fax: (970) 674-3303 ONSU LTING GROUP HARMONY ROAD IMPROVEMENTS GENERAL NOTES PREPARED UNDER THE DIRECT SUPERVISION OF 33441 TONAL E F OF 22 C1 - 298 00 c� 9 -•+--) 4 FOR LENC7N Lii'J.-EiS iNfN n f7. Nc. S '-•�I "'- L«td-tr L-W-D"�, 8. PROVIDE A7..€iS A' BOAR ENE75, 4(B .,, - - - - -- 469 ■ AWRONAL 1M 4HOLE RING ANA CMR A rapt, A REOINRED 06 L-1G' E■ WIRE LT 6tll E01 a 1 6O} CUT RtWCAUVEAT WACCOR INGY. A r=, qt '`� N1D' ENDS OF B [ am rR# 9t�0.C.o CNrW 1 lR IN iIDS tl 'i iNlEl i Y W, _ FACE or 1B" ._ .... .�•... _p•... s jO•-- -_ •. m i 3O•"""�j '"+- MEET SWPF Or N09AW tWNlfk e d•, CURB A EACII END I'm"MERe' STATKN ONE 1 % • %k ROD _ D,RFCT:OAAM riGBR :k 5' INLET i O` F" [ 8� DI 1v vl N sa`NM! ON SXBif X iDU SEE C1411Brs iRGUn[eN TYPICAL � ( II# 8* �_B'6.�-6. }+- 3 OR rft-IP41Y•'I-kNC!H -I- S, , r 51,0 5 No. F3W ,B• �Y"-TIE /7 R' LONG ! A CURB FKs N,?T *5' TRNIS?04 ar WHEN A M" R µ,Er USED - A F A Gwjty 6r C, Tv S SHALL i, 5 F!, IMXT4-EMSV SHALL t# CSHkL MOUNTABLE P/A0 BE P FOR CURB FAF B qI FOR d CURB WO UNJIIER, AS kIOUNTARE TRANSITION CURB AM) G(!71TR C1JR8 CURB A - IN A i' -;S' PM SLIP ?' PF,R , F AA MPT, L=5' L 10 t IS - .._. rCU7 OFF OR aEEC BARS TO CEElR W/NOLE. 4 ,De $Dt S tlsi, a. 4. LRM'lOf f 583 , 40a ■ ■ KWf 548P{•1'frT ,,. a B• DOT .. O7 Cdl 2"c#. -•3. M17 601 Wi 601 Sy7 8' {{i') `L `\ J, r'-w }!.7 dDt c-a - 407^�i °+j' PIDF "a°ACER L-Fa'•A$ tE ^3'kt.� �1 Nam, hy> AND ti" L= NA 5r'2 L-,D'ar1S'aai<5' 4'o.a IYP. B'cx. © ` I I,' nr a" 4' 407 s 493 4O5 4D,. __t_ 9" TIMM VW -• 12, ' rkv SIF11 ROD 9'4&C 2' R' 2'-Vvx, • 9 3II EstlffRMEVr fI'. AROUND t- 41� A 2' f3RDIAMETER )ENPDWR" 3' OLR tOS- 05 --j aD8 4C5 4�4Ce3 '• r'r� 9- F rxA DRAINAGE ADF S o.6, x 6•a�. 6'n.L M B•o.k 6•e.r x R'at, r"' `+'4 8. FUCf�T AT Stotwom it' 8` ia' 6' 3't3'4 ♦RAZE TItREE N4 OR A MINrsAi T Rog BASE. V-r SECTION CURB FACE•• ��Y sNM.; BE PLJGW..D WITH Seim. - L`''� .�! L ..I .AVE EVRE R.�O'MRIT BEVOK POLINK AACC CONCRETE Brew �Of THE 0 !I-"f rX"tA.tiE"f. f- 502 40v .� r--583 "l r"-p--'-1-._5621 r� 1 !Y-E� 501 l 3' C1.R, ?' cm s• W1rxs n pl 1E ec. a 401 ox B. ODPE $"Dr 6WrtSt 'c ee %- rgrY STFI'S REO'D.fDR A71 H is' NA% x' Al,- WounO, a -sus 11111 32 413 4N- 403 Ji- rOnsrAMT d13 #" - -� :w'r - - it 403 ' � 3" CLN M.N. U.D'A I tt iiL r ..tt'.61p E'ea 1� O! II II x•, FDi B" I.it��.I.� �..M.... Md +L45 405 41' Ni -"' �' a13 n /r n ii 6' cx 6' Oc OTN all -l4!2 ..' II II WWIAM iO3 C B G g j SECTION 5-8 TYPICAL END 'A m6 x xR ` I I NOTE: AMN MI RrNG a 4TSI-A BE LON TNYN HY :C- AT THE N�'MAE EMP OF THE S�M17 _ ._. � SECTIONS C-C 1iL D-D Sill A --A INLET WITH DROP VM-I 5' tI DTTED SWS An IN SWWR D-D) Colorado Department of Transportation Computer File Information Standard Plan Revised �jjRj� INLET STANDARD PLAN 1'+�{}« Ot4N: Carm6Ti6: CURB .B .i[ E-+ 1 ..-.__.. 4201 Fwat AAtolslls Ar6rPt WRN: ew ua:aMtam.ag7fs"tloiPml^°�=�9!"+4T�N1�^�R'` N ovi"T, C01NCd4 BG222 TYPE � M-604-12 A,.& (SHOT) P37-RUBS FAT: (303) 757-9920 DroRlcg rat N61tM: 5O4DE2D10tallg 7L Project Development Branch SD Mad Ytlafon: R14 $cut: NA JA'tm D*a 11euel I3y project ©et•e10,0ment Iironch 0dozTer 1: 200U .Sheet, 1`p o. } of 2 -45- FULL DEPTH ASPHALT PATal -1HF THICKNFSS CF 'HF ASPHALT PATCH SWIM L f3F ONE -INCH TI9:CKEn TtiAN niE EDuSTe'4G AS14-HALT T)is;'A\SS8 WTi A MINIMUM ASPHAL- THDCKNE33 PER TASLE 2+5 1 OF E.HAPMA 2t5 101l3 section's leaa R'arl :-- 5 of ex�sbng aephe:V I were. 2 1 moat Oa rern0'reG arld'OPla�d. Trnn') •..t..... TrenCn W:dOt ....a ... ..._f......■..j N1m AsOna:LCaTarele yp YanOe W C j �- EK:ai:ng Road Eisae ''// I r is *!q of Peagmernar` Mflter:fl's LA at Exhstrg Cutter o rvrex R;cn1pactea L"t "I ; k leas i ROwabie F.'a 1-0M Racumd k (mnl 8' irax ) 12(Ve altar & S~,,: (S66 NcNe U Deow Rv Storn.) ui.ay.uondu: -,"�-_..-yetld•rtg Meax'ai -- UI dMADed Sall NOTES I.. 1 a= Iranenaa snaM to D8ciHTIOU '',n accordanco Nv+;n u^o abrnro dOW'a �n� o,norrrtso apoctrod a'y Dto Loca: Erel ty Erlgnear 2. Prix :D p ocemem Of a$d:a)'JGOfiGISLe, Pavement WON, W10 be BaYI G'dt a Chan, ,044ai. &'0 j etra:Mnt edge & Outasta 01 the xtMa• F]8111 3, IANNa the suroundinlj s0 "a arc non,expanawe, a °Kmavia TO F Iay 00 ssbft.vd v bacw:: matora 4 T•anCn Na430T flneA rtot ba ITlora then 1 A ncv ie lrten Y 2' wxRK Bran DNB Otf!aKY9 dNn144a' n` :hs pMTe 5 Use a 18' :GTE *4 epcoF reber at 18 an wntara 0" MO parrr%ECr Ot occ cmte Pana:'aOlaoen lerll 19wto-a 6. Refer to CNapaar ", Ma4sNaaa A ConeWwftn Sp■cMoaNan■ Wr - Pacyon arc lestng regulrefty 1✓ 7 In UnM`?prQVed arvall, ar', diseutboo arose, snc DR r3gradad, seeded & mu:ak7el 8 In c rcre;e roadways, a r^MtNYnXr1 of one eM re crrlcretm pares+ rnu6! MM raalecatl 9 Boddelg n'aterial depth ration evetaaing a:ornt Seaver anal! De uP to am:rg ]AF2, oxcapt n a-aaa of uneutable backlit, then, beddvlg r^ater)al sha i be Platted toe Iawal 12 ai p:pe TRENCH DETAIL. IARIMER COUNTY t'REVISION NO: I DRAWIN CONSTRLC[[ON G URBAN ARFA NSRUCU D SPRE@T STANDARDS DATE'': 04/01/07 20 1 CLASS A BEDDING CLASS B BEDDING 1 TRENCH WIDTH AS SPECIFIED 1 �II Ij� 1 TRENCH WIDTH AS SPECIFIED �II LOWER UWI OF LOWER UNIT OF TRENCH W� 12 N. W. THE NCH WALL 12 N. MN. SLOPE SLOPE DENSELY COMPACTED DENSELY I MATERIAL PPE O.D. COMPACTED fs, + A; RPE O.D. • . t/s PIAL PE 0J1 PIPE 0.D. �' 3000 P.S.I. + 6 IIL COMPACTED GRANULAR CONCRETE o PPE OA. dt a N. Ira MATERIAL OR 4PIPNE MUM. CLASS C BEDDING ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED 1 TRENCH WIDTH AS SPECIFIED �'t� LOWER OMIT OF TRENCH WALL 12 IN. MN. LONER UNIT OF � I' +. s. 2'`t" °":^i',^ 12 N. MIN. Asti, •. TRENCH WALL'' SLOPE SLOPE .. •.- r wA .� ��-•\�•L:.'4'•'. DENSELY ^';�r ''• :'S COMPACTED MATERIAL + P� OLD UNIFORMLY GRADED ROCK OR .•:.-'r•e '+� PPE O.D. + - ;,,;:� i 1 4 PIPE / OA. r= ` -:n,e: COMPACTED :; .;.^.. r'r• !,•.. SELECTED GRADED -�,.--.: ;':: ' - y`I/0 GRANULAR MATERIAL COMPACTED GRANULAR PIPE MATERIAL UNSTABLE SUHGRADE SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED II - LOWER LIMIT OF I .. ... .., . , . _.. TRENCH WALL LOWER LIMIT OF `';� : r;� �: `_: �: �7'r';' `. - - - 12 N, W. SLOPE TRENCH WALL ='-b" ,;ti''Y�':`<::s; �:•' '` ��� DENSELY SLOPE COMPACTED ,* .i.::r '^ -_:._.. •,` "'�'•. COMPACTED 8ACIGlL1 :oo°000 ooe0o:oo°00000°o dpo,gd o•ORogd t_?+%. bola .apPo.° GRANULAR OR - .j�: �' UNIFORM GRADED MATERIAL* 'ha Cr' Y`,T=;e GRAN41 ^o •o;: ° FILTER o: 4 N. MN. +og 8 0 00 oI °Yu o oog o�ddoo oy�a O°o ob° °Ob o 6 N MM. PERFORATED OR SLOTTED PIPE 1 1ROOCK � MATERIAL NOTES, LARGE BROKEN CONCRETE. ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. (IF REQUIRED) 2. REFER TO THE STORM SRNNAGE CONSTRUCTION STANDARDS. SECTION s, "BEDDING MATE IALS' FOR GRADATIONS STORMNATER BEDDING REQUIREMENTS AID' DETAIL ® CTTY 0! FORT COLLIIiB WATER CONSTRUCTION UTHZ lt� DRAWINGS D►T&- 1/12/00 D - 1 MLAWN BY- MC t>b a M GDYI TABLE ONE - BAR UST FOR CURB INLETS. 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DNOP Win 1 Pg2'Ip - 23' - • 24, .. v,• M NO, 4 W t2• rs" E 1 i tA.4 jl4 401 4D2 4WD AD 4Q.1 Cc.'4MRC t6t'=fl %"tLMA:MW I8$$D Clr, tMX 18.S$3L t '- ` 3' -2" 212, to 7 a3M 67 S2R 76 747 4-r 3-W 2'-8- 12 s 317 326 84 55R 814 268 f-' a-2' Y• 2' 12 9 3e 334 6.4 571 103 ='-C' 4'-8' •/ it Al W a7 ND2 N3 Rd4 v-6" S�4-2" v-e- 16 13 15 Nc 44 375 W.0 W2 IA 650 8'-6' '- • 1' i6 13 i6 8 3 6.2 616 7.6 sog 8'-' a-' S'-2' f-M' 16 MI5 ie A.8 'f2 .# 631 7.6 &W 7'-0` C-ar 5'-a" 4'-11' 0 17 I id 5.0 8.6 454 ale 807 7'- r 7'- '•_ •- , O 17 ''C 6.9 4 &3 S01 tr-o, r-8• a-6' R'..31 21 to t3 t7 S.N Ab: 7.i W4 Wi 81> a'-$' 6'-2' i-2' B-b' 24 21 23 !4 517 471 73 7D2 0.1 1M 6'-Q' 8,-6• %"-e• W-W 2+ t 4 to OA +70 76 711 9,0 944 6-6` n'-7' 8•_?' 7'-e" 26 2.1 2a '6 a2 +66 7A 7M 9.7 474 l0 -0 9 -a- "^6• T-' i 6 28 27 :8 b. 62O .0 '4a` 0.4 692 `W-6 t0'-2 9" 2 6'-$" 28 25 28 9a 0.7 eT e.3 759 2.7 1 ft'-O 1Ni'-e S-a' 6'-'t' 30 27 30 .20 6.s 5a7 a.l 779 Q.Q t02i RiPr; ILA 3 RICO L,4% l0Q' 5 Me : a1 R e-el) 1r6E!S xlrr V3 win �+' // ,"$--7--33"- We , f1 MkM l l 1; +k.:"1-EW M9DE n• Ip �r"j -.•_ j_ID• .•-^�•••» te- Tr1£ aEYX INK LIME i 1e EaII ■.Fitt TITM or CAW ! ' ttJN• 16v' 1$3"A.a N3T I9:i$ OF R$ If NFA'r a" I% Plt".�E W 24, Me" 2" A' nM .i•'(a N5 •&AS f l V a a0N t8 N.£F 331a Tom SECTION ey� 72 '4' 22•-x--24' '6'Q' L"' tY ON W. t BM8 PRYlif STRl6'+UW STEEL tr Y iiYt 1!i No 4 # -J. Y v_ - X' -_f W- �> % mi , h' IMa:5 o #UCM ELAEB . 125 LMIL M. 135 RS C,dxANNEl tAYOUi DETAILS 16ML « zEass. 'N:E p R'Pk ■ 171'E n r'NE Y OR A TrvE W T!Pf W 'tt'E $ 41� _IFraEi.1+ ! dA• v"�, FYI j� 42 4" � 96< 31• LEppLEpp --t- srzr � aaI ~'>° _�. � A�\ L4......a •,-j tin �_.1--taas••-[ �1--4r�;� am Affi G fliAMAIMS - Mitn■nfl)dnW are t-tci-Out of bar) Colorado Deportment of Transportation r) i 4201 z'QS+ RMCrap Man;,6 Omer. COWM40 BOW ^-t�v+x"�2•;�•N!•,>^!e•tc eta ! (36J')'i57-B:1A,I FAX t,3O3) 757-982D Project Development Branch SD Computer File Informatton Standard Plan Revised CURB INLET TYPE E STANDARD PLAN NO. P6M: rw.dN.sstflm.psffi»aeRPmNt7cj1%eNrp.'7gvort/1K5'aad6nls,' y M-604-12 Oc+A?N Fic NDere' R740''2O2Ot.dxg Acod *Mi°n: R14 Scow W, vlar Ergte Issue, By. Projee, Development Dronch Cctwer 1, 20Xi Sheet No. 2 of 2 - 400 LB. 16 IN. MAX FINISHED GRADE ?Iz / RUANGS 12- D.C. 8 18 IN. MAX ° 1 FT. IN ' SLOPE 40 + A m e K a G . 8 IN. MIN. OUT 9GUTDT'�NT NDENOU MANHOLE SECTIONS µ ADSEWO CONE DURED CONCRETE 2 IN. MIN. SL i all D PWRED INVERT NOTE MINIMUM INSIDE DIAMETER OF r8 IN. e + ^ D AST MANHOLE MANHOLE SHALL BE AS FOLLOWS: 1 ° r A PIPE SIZE WIN. MANHOLE DIAMETER 24 IN. OR LESS 48 IN, T 8 IN. MIN. 27 IN. TO 42 IN. (INCL) 60 N. AL71MATE RASE OVER 42 IN. 72 IN. STANDARD MANHOLE APPRoTID: DETAIL 01 LLRte WATER CONSTRUCTION it 11/7/00 UTHXM em. Hat a6r DRAWINGS DL1R H!: NUD - 3 -46- R w % N 1 r la 71 f 111 N a 41 r M 71 H r T r21 In r r A IN a n r r s r - r r 3 M r i��mooHl■s�ra �l�E�lf3�EJir>•�!H 000�an�on E:iHE=1R1�FMgt1R yt ■ ros1A•r �r�Na r rr S K'I 2 FT. SIN. s IN. T M YLYYm d1eR11 K1S III. MO 1■Ilra � Io>r�Pa,�atwf.�laaa Z!Mln. CONCFAM TODAY 118TI KIL PLAN E Fs ox la4�Illr m D ���-999PPPAAA111111--�--��+++ SECTION F-F END VIEW ��-�HHW�-IRWR O13®ME3131113 �dBNIIRA®LI OWf7�d©® END END NOTION FOR HIMIl CID CONCRIM ARCH PIPE CONCRETE ELLIPIYCAL PD7 GENERAL NOTES 1. REVISED CDCH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REWIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 18 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENOHTS, WHEN USED, WILL BE INCLUDED IN THE 18 LF. REWIRED. CONCRETE END SECTIONS ® CITY OF FORT COLLDIB WATER CONSTRUCTION D�� DTHXM DRAWINGS ` oI/SI/oI D -1 aM .rod am.t MLTN RT: mu RECORD DRAWING DATE: 11 /11 /09 jX:XX XX,XX DENOTES RECORDED DATA PER CITY OF FORT COWNS SURVEY DEPARTMENT. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-33DO Fax: (970) 674-3303 INTERWEST CONSULTING GROUP PREPARED UNDER THE DIRECT SUPERISON im 33441 ........ .�� ONAL REVISIONS: DATE: 'DESIGNED BY: DRAWN BY: APPROVED BY: HARMONY ROAD IMPROVEMENTS i SFittl CITY OF FORT COLLINS, COLORADO BONN��pit Collins JDL I JDL H Y 20 ENGINEERING DIVISION `�-•.�, 4scALE: (DATE: CHECKED B . (DATE: OF 2 2 NA 9/22/08 4 DETAIL SHEET C1 - 296 m N I lsi UNTIL THE SURROUNDING AREA 5 SUFFICIENTLY ESTABLISHED 1 1/2- OR VEL FILTER SHALL BE 1/2- TO 1 BELOW TOP OF CURB WARE ENCLOSED GRAVEL FL71R B� ROCK BEAM SHALL BE PLACED TIGHTLY AGAINST CURB FACE , • CURB AND GUTTER . CURB AND GUTTER IF I RUNOFF q 3' ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE NRE ENCASED 1 1/2' CRUSHED ROC( ® B TUBULAR MARKER K MARKER PLAN VIEW TUBULAR MARKER A A� PLAN VIEW OVERFLOW i. r WOW STUD v cv,Kv,�v.rt, �-am INLET SECTION A -A CURB INLET BLOCK AND GRAVEL FILTER aBiT N NBr) GEMERAII NOTES, 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2' MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3. WARE MESH SHALL BE FABRICATED OF 10 GAUGE MARE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1' (COMMONLY TERMED 'CHICKEN WARE'). ROLL WIDTH SHALL BE 48'. 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. OTHER CURB INLET PROTECTION METHODS WALL BE ALLOWED IF APPROVED BY THE CITY. MAINTENANCE NOTES 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY AND AFTER RUNOFF EVENTS AND MAKE REPAIRS OR CLEAN 2. OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF 3. ROCK BERM IS 2 1/2' OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED. UNLESS THE CITY APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS SECTION 8- CURB INLET GRAVEL FILTER (OGAMIGUS owm DETAL B NOTES �_ 4'-B' ABOVE WATTLE AFTER BALING WNW OR NYLON ROPE IS ATTACHED. STAKES DETAL A NOTES BiSTALLAMON, NEED TO BE TAMPED UNTIL NRE/IROPE IS STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND —� SNUG WITH WATTLE WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE & ' PPRROTTRRlUDDING CH AABOOVE THE OF THE WATTLE. BALING 4WINE OAR NYLON SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP , \ ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT 101a )3•-4� STAKES SHOULD THENBE DRIVEN UNTIL THE BARING HIRE ON CENTER. FOR EXAMPLE; ADJACENT ROLS SHALL OR Nriai ROPE IS SUFFK]ENTLY SNUG M THE WATTLEA 25 FOOT WATTLE USES B STAKES TIGHTLY ABUT WHEN INSTAWNG RUNNING LENGTHS OF WATTLES. TO A 20 FOOT WATTLE USES 5 STAKES �yjf„ PREVENT SHIFTING. BUTT TINE SECOND WATTLE TIGHTLY A 12 FOOT WATTLE USES 4 STAKES 7 AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END. ACROSS FROM AND ON STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE EACH SIDE OF WATTLE LEAVING 4'-6' OF STAKE LEAVNG 2 -3 NCHES OF THE STAKE PR07RUDWG ABOVE THE PROTRUDNG ABOVE THE WATTLE. BALING WIRE OR NYLON WATTLE A HEAVY SEDIMET LOAD WILL TEND TO PICK( TINE ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS1'x 1' WOOD STAKES WATTLE UP AHD COULD PULL IT OFF THE STAKES F THEY ARE .`r' FORMATION (FRONT 70 BACK OF WATTLE -A', ACROSS TODRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MALE A HOLE FRONT OF WATTLE 'B', ACROSS TO BACK AND BACK TON THE WATTLE MTN A PICK END OF YOUR MADDOX IN ORDER TO FRONT OF WATTLE -A-). STAKES SHOULD THEN BE DRIVENGET THE STAKE THROUGH THE STRAW. *EN STRAW WATTLES�,(, IN UNTIL BALING WARE OR NYLON ROPE IS SUFFICIENTLY ARE USED FOR FLAT GROUND APPLICATIONS• DRIVE TIE STAKESS�r STRAIGHT DOWN; WHEN INSTAWNG WATTLES ON SLOPES. DRIVE �� SNUG TO TINE WATTLE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE Of THE SECOND WATTLE AT AN 1'x 1' WOOD STAKES ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE 18'-24 . INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BM MAY BE NEEDED TO BEGIN THE STAKE HOLE WATTLES - DETAIL.A 1. WATTLES SHALL IE INSTALLED PER MANUFACTURERS SPECIFICATIONS 2 ON SLOPES. WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW N ORDER TO PREVENT PONONG AT THE MD SECTION. 3. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS 4. TCAL SPACING FOI SLOPE E ARE THE M N FACTULD BE DETERMINED GOO R BY SITE LIMB I ' SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS A GOOD RULE OF THUMB IS 1:1 SLOPES - 10 FEET APART 2:1 SLOPES - 20 FEET MART 30 SLOPES - 30 FEET MART «I SLOPES - 40 FEET MART. ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MINE FOR THE SOIL TYPE: FOR SOT, LOAMY SOILS - ADJUST THE ROWS LASER TOGETHER; FOR HARD. ROCKY SOILS - ADJUST THE ROWS FURTHER MART. A SECONDARY WATTLE PLACED SOW THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WIIERE JOINTS HAVE FARED IN THE PAST. 5. UMML THE CITY REOOMMEIDS USING MOOD STAKES TO SECURE THE WATTLES 1/2- TO 5/B' ROM IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTE: NY IS A GOOD LENGTH FOR HARD. ROCKY SOIL FOR SOFT LOAMY SOIL USE A 24' STAKE. F THE AREA BEHIND THE INLET IS NOT SIDEWALK STABLUIID, A IIIP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET TOP BACK CURB SIDEWALK EXISTING ON FLOW LINE PROPOSED INLET INSTALL FLOW 6' TO 10' CIA TOP BACK CURB WATTLE i FLOW LINE - FLOW STORM WATER LINE UP OF GUTTER J DEDNENT DEPOSITION ZONE SECURE WITH SAND BAGS INLET PROTECTION SETUP LP OF GUTTER STORM WATER LINE SEGMENT INSTALL W 70 10' DIA WATTLE DEPOSITION ZONE SECURE WITH SAND BAGS (TwJ NOTE - INSTALL GUTTER WATTLE MIDWAY BETWEEN IMPACTED INLETS AND CONSTRUCTION DISTURBANCE GUTTER PROTECTION SETUP I T1, r WATTLE BALING WARE OR NYLON ROPE WATTLES - DETAIL B SIDEWALK CULVERT UP OF GUTTER J INSTALL B' TO 10' DIA WATTLE SECURE WITH SAND BAGS (TYP.) WATTLE FILTER DETAIL 70P BACK CURB FLOW LINE 0 6' SOIL COVER 2OD 50 1 sD 50 *L//2—=L/2 6" GRANULAR BEDDING D - d50 = STATE CLASSIFICATION FOR NOMINAL STONE SITE. IF RIP -RAP TO BE GROUTED: GROUT SHALL BE IN ACCORDANCE TO ASTM:C1107-LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE. TOPS OF EXPOSED RIP -RAP WILL BE WET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP -RAP COLOR. X SMALLER THAN INTERMEDIATE ROCK D50 RIPRAP DESIGNATION GIVEN SIZE DIMENSION BY WEIGHT (INCHES) (INCHES) TYPE VL 70-100 12 50-70 9 6•• 35-50 6 2-10 2 TYPE L 70-100 15 5D-70 12 9'• 35-50 9 2-10 3 TYPE M 70-100 21 50-70 18 12 35-50 12 2-10 4 TYPE H 100 30 50-70 24 18 35-50 18 2-10 6 TYPE VH 1D0 42 50-70 33 24 35-50 12 2-10 9 "BURY TYPES VL AND L WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM STORMWATER CONSTRUCTION RIPRAP DRAWING DRAWINGS PEDESTRIAN RAMP DETAILS H I SECTION VIER GENERAL NOTES: 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 C C ACRES PER 100 FEET OF FENCE. J r 2 INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEGMENT WHEN ONE HALF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEGMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE SILT FENCE DBTAII CITY or FORT COLLINS RATER CONSTRUCTION is�EF/00 T� DRAWINGS 41 y d 151 2. L8'J 2' II I I U):a 5. w 3 SIDEWALK OF PAN FLOWLINE rTOP BACK OF CURB RECORD DRAWING DATE: 11/11/09 XXrW XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 7' LIP OF PAI FLOWL TOP BACK OF N 4, . n.R =5c' ad. c o oo 0.5:71R=4� d POSED/COLORED 4 AGGREGATE ' (TYP)' 0 C. d d. m 2. 4] J Y iD w o w R=5' .d .. C3 G N In G d .d C d.d �7• L a d d R=5' f a d ° I 12't PARKWAY 12' SIDEWALK X 3 W II cV 10 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone (970) 674-3300 Fax (970)674-3303 INTERWEST CONSULTING GROUP PREPARED UNDER THE DIRECT SUPERVISION OF 33441 r '•. ' SS�ONAL E REVISIONS. DAM ttl CITY OF FORT COLLINS, COLORADO"DESIGNJDLED Y. IDRAWNJDL -APPROVED BY: - HARMONY ROAD IMPROVEMENTS 'ryz► Fort Collins SCALE: DATE: CHECKED BY- DATE: OF ENGINEERING DIVISION•%�""` NA I 9/22/08 I DETAIL SHEET 22 C1 - 298 I O 0 z 1z 0 > - P z < 03 z Z 0 I P 1: z U 0 :) --- — — — — --- — — — — — -- — THE WOODLANDS FILING 5 LARKBOROUGH P.U.D. "BIKELANE' PAVEMENT MARKINGS (TYP.) (SEE NOTES 1 &3) EX ROW — — — — — — — — — — — — — — — — — — — — — — — — — --- -- — — — — — — — — — — — -- ui Z 12' 12' :Z: + z J U) 11' 305' STORAGE— —160' (E) 72�+ 73+00 -75+-- w j 77+00 — 75+00 81tou— A u z - 00 17 + LL U 100' TAPER 50' -12' 0 - - — — — — — - ' , — 1 12' HARMONY ROAD U) 12' 0 z 7 IL w *ONLY* AND *TURN ARROW' IL I PAVEMENT MARKINGS (TYP.�,/� 0 Id (SEE NOTES 1 &3) 0> BEGIN RIGHT TURN LANE At U IL BE/ 9) w R4-4 R3-7 W (CL STA 71+15 (CL STA 72+60) to %.# COVENTRY SUBDIVISION FILING 2 LARKBOROUGH P.U.D. WWI J > < rt Do U) z i EX Rl- I rO REMAIN WHITE 18" STOP BAR (18 LF) EX RI-1 70 REMAIN 1--EX ROW :-71 37- 77. 7 w------ --- z 12' 12' 71 COVENTRY SUBDIVISION FILING 2 RANGEVIEW RETIREMENT VILLAGE PHASE 11 II NOT CONSTRUCTED J a ............. MARKINGS TYP.) (SEE NO - 1 84+00 11 1 11' ti 1-12'— 0— — i tIu+UU HE 12' :mnoo a5tou 12'8700 a t -14' 1— 14+ u + 11' 12' 12' >9< 6­ T 7 7 7. I :j \_EX ROW "RAILROAD CROSSING' __V \_EX ROW "BIKELANE" PAVEMENT PAVEMENT MARKINGS (TYP.) MARKINGS (TYP.)-/// I (SEE NOTES 1 &3) (SEE NOTES 1 &3) (CL STA R1-1 (CL STA 84+35) BROUCHARD R - - I COVENTRY SUBDIVISION I tI W/ W10-1 FILING I u I I (CL STA 88+50) r I rz"61 PROPOSED STREET LIGHT _(CL STA 88+92) BIG RINN RIGHTTuM NF YI", To ,ITS SEX ROW 'Z iE HARM 11 COVENTRY SUBDIVISION FILING I < WJU W u 1Z Z W W 0X m 11, 12' )AD 11,0- 12' 91+00 7 PROPOSED YkA CROSSING SIGNALIL STOP PROPOSED fOW r r 7r L --3— I IRl-1 I —(CL STA 89+70)- L I z HARMONY m HOSPITAL 0 PHASE IIPHASE 2 FOR PETS N, 0 ®I /1, 13'± _4 :PROPOSED CONIC F CROSSWALK 94+00 9. PROPOSED RR XING LLiL -SIGNALS/ARMS PROPOSE (BY EINSF RR) CROSSINC I _IAHITE 18" STOP BAR (30 LF) (SEE NOTES 1 &3) .7 IE SPECIAL (CL STA 92+07) RECORD DRAWING DATE: 11/11/09 .XAr XZXX DENOTES RECORDED DATA PER CITY OF FORT COLUNS SURVEY DEPARTMENT. TROUTMAN PARKWAY m w m z WAKE 0 J w 1 M M z ROBIN III M U. LANE X th a WAKE In z w ROBIN J 0 11 LANE U w w. . . ........ f H p/ U U U ww H W ILO m FIRCC U ENTRANCE U ASHFORD COURT HQIEL 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWUNE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. INTERWEST SNIPING DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP SOLID MITE CHANNELIZING LINE 8" WIDE SOLID WHITE LINE 4" WIDE DOTTED WHITE UNE 4- WIDE, 2' LONG WITH 4' GAP DOUBLE YELLOW LANE LINE 4" WIDE 4* YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP 50 25 0 50 100 SCALE: 1 50' 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax (970) 674-3303 N S U L T I N G G R 0 11 P PREPARED UNDER THE DIRECT SUPERVISION DESIGNED BY: DRAWN BY: 'APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO Fort Collins SCALE: JDL DATE: JDL CHECKED BY. DATE: HARMONY ROAD IMPROVEMENTS 22 OF ENGINEERING DIVISION 1 50' 9/22/08 SIGNING & STRIPING PLAN 22 C 1 - 299 0• L r� V Li UL 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWUNE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. STRIPING LEGEND ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING LINE 8" WIDE ® SOLID WHITE LINE 4" WADE ® DOTTED WHITE LINE 4" WIDE, 2' LONG NTH 4' GAP ® DOUBLE YELLOW LANE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP 50 25 O 50 100 SCALE: 1 " = 50' WTROUTMAN PARKWAY C 0 tow Z WAKE p W 4 C �R�C@U C Z O I+I W ROBIN LANE IO 4 D OIp�F�j�G LL f m W w ROBIIN 0 W D LANE WADUnn wnen }, >' tL, I UU� *I W W O�yG O w JC O = FRCC Z O C U ENTRANCE 'r U ASHFORD COURT THE WOODLANDS FILING 5 LARKBOROUGH P.U.D. U ENDS - - - - - - -- -- -- -- MERGE -- RI RIGHT "LANE REDUCTION ARROW" "BIKELANE" PAVEMENT W4-2 W9-2 PAVEMENT MARKINGS (TYP.) MARKINGS (TYP.) (CL STA 73+61) (CL STA 73+61) EX ROW (SEE NOTES 1 B3) %- ���-._.�--�----._� r--.-..--y.�. --'i�.._.._� 4�_...-_. —-..._„_--� —'�_'„'-- - --.-JC.�.'t`-ice --.-.�+r•=.>'��..---�-�� ,-?-���--.�--.�y---- - r -° ---,-#---------------------- - - - - - - - - �+ 12' 12' a + m _G) ,+c _ 100'�'^ 11' �11' 180' _ 305' STORAGE Fm b H + fn m L---------------------------------------- - EX ROW "ONLY AND "TURN AR PAVEMENT MARKINGS ( (SEE NOTES 1 BEGIN RIGHT LANE aicNrrUR urE MUST TURN RIGHT YIELDTODKES R4-4 R3-7 (CL STA 71+15 (CL STA 72+60) COVENTRY SUBDIVISION FILING 2 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 73+00 12' • k I ILI ILI } 4 O rz Z I =-,-T- - - SEX ROW COVENTRY SUBDIVISION FILING 2 DESIGNED BY: DRAWN BY: 'APPROVED BY: Fort Collins JDL I JDL SCALE: DATE: CHECKED BY: DATE: -� 1 "=50' I 9 /22 /08 HARMONY ROAD RECORD DRAWING DATE: 11/11/09 )(X:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. COVENTRY SUBDIVISION FILING 1 INTERWEET 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone. (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION Or' u 33441 r• .T �,SS/ONAL F HARMONY ROAD IMPROVEMENTS ..22A INTERIM SIGNING & STRIPING PLAN OF 22 G1 - 298 V Try LARKBOROUGH P.U.D. EL. 46.6 T- 6.1=40.5 B- 6 9=39.7 — — — — — — FO WATER E E Z I I 1 Z �I I m W > I I I;1 PHONE EL: 46.4 EL: 43.1 EL: 42.0 EL: 44.7 T- 4.7=41.7 r_ A A.1 T- 26=39.4 EL. I E1 4.8-40.3 Qa •I PHONE OEL-45.2 2'642.6 /V LL . 0 I I r: to I I 4I W I I•'I � I II U I I I 11 fil i� PHONE EL: 46.1 T- 3.2-42.9 - E - N-5 P 44.7 EWL : 4.5-40.2 T- 4.8-39.9 1 B- 4.1• P ��T- 2.5• 5.8�39.9 .8- B- 2.9=39.1 e6too _ e: EL: 41 4.4=37 BOUCHARD RANGEVIEW RETIREMENT VILLAGE V RANGEVIEW P.U.D. L — — — — J C c E l E WATER T F� r T F� , Q�-�-- �iL n 58 T7 3F NY ROAD T 88+00 41. W 0 EL: T- 1.7 EL: EL. 4 T- 4.0=31 B- 4.3=3f T EL: — — EL T- 6.4 B- 7.1=: I a IJ U a=j I � U Ix Z N. �Z J�,I _ E r. — — — PHONE EL: 40.7 — — T- 3.9=36.8 B- 4.3=36.4 F 97+0000 \\ \\ — W T W FO \\ ' EL: 40 _ I T- 5.2 335.1 J f / B- 5.6_347LJ I r� HARMONY I HOSPITAL o IIr FOR PETS LL l J Z m z m 0 �t S RECORD DRAWING DATE: 11 /11 /09 )�Xvff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COWNS SURVEY DEPARTMENT. yWj TROUTMAN PARKWAY 7 WAKE j Oj Z C G,qR C U. O W y21 ROBIN LANE W 4 O ORryFN6 %` W `* w < m i W WAKE I Z ROBIN U 0 O LANE C HARMONYROAD > r UE £ W U U O (✓ O 2 V12, O a, K D = t, C 4 e ,y� a O C A W 0 Y O O = FRCC 2 W 4' Z m U U ENTRANCE S U ASHFORD COURT 50 25 0 50 100 SCALE: I" = 50' 1218 W. Ash, Suite C Windsor ,Colorarado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 N T E R W E ST CON S U LTI N G_ GROUP PREPARED UNDER THE DIRECT SUPERNS ON ¢ 33441 r+ 7qg, :yam, S�ONAL Q DESIGNED BY: DRAWN BY: "APPROVED BY: HARMONY ROAD IMPROVEMENTS - -- CITY OF FORT COLLINS, COLORADO FCollinsJDL I JDL OC"t �4 SCALE: DATE: CHECKED BY: DATE: EXISTING UNDERGROUND UTILITY LOCATES 0 ENGINEERING DIVISION �--��` i" 50' I 9/22/08 I A22 C1 - 298 N r-- V � 3 01. °or �c m EX 5't EX 7't PARKWA SIDEWALK\ EX SIDEWALK EX C&G 6't 12' 11' 31KE TRAVEL TRAVEL VARIES 1 2%-2.5% 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) 100 ROW iU rL-rL 11 11' 12' _ NTED MEDIAN TRAVEL TRAVEL VARIES 2%-2.5% 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) a HARMONY ROAD TYPICAL SECTION #22 (84+50 To 86+50) STA 86+50 To STA 87+50 2% VA ,RIES 6' SIDEWALK \_6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&G 3 TRANSITION TO HARMONY ROAD TYPICAL SECTION #23 3 EX PARKWAY VARIES � W 5't-8'3 W 100' ROW EX 6'f FL -FL VARIES 6 SIDEWALK 65t - 70t SIDEWALK TRAVEL TRAVEL VARIES VARIESVARIES 6t' 14' 11' 11' 6' 5't-8't BIKE 11'-12' 11'-12' 7PAINTED MEDIAN TRAVEL TRAVEL BIKE VARIES VARIES 1.5%-2.5% 2%-2.5% 2% VARIES EX SIDEWALK' I 6" SIDEWALK W/ EX C&G I 27" PAVEMENT SECTION (TYP.) 6" COMPACTED SUBGRADE 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) TYPE 2 (SECTION IIB) C&G (SEE NOTE 2) HARMONY ROAD TYPICAL SECTION #23 (PHASE 1) (87+45 To 87+95) ;c W 8' SIDEWALK PROPOSED 3I RETAINING WALL 2% (2.5' MAX) 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) C&( ..... I,._.. EX 6' 82' FL -FL SIDEWALK I 12' 6' 11 11 14' 11 11' 6' T TURN BIKE TRAVEL TRAVEL PAINTED MEDIAN TRAVEL TRAVEL BIKE VARIES 2%-2.5% EX ASPHAL7J EX CMG EX SIDEWALK t277"'PAVEMENT SECTION (TYP.) (SEE NOTE 2) HARMONY ROAD TYPICAL SECTION #23 (PHASE 2) (87+45 To 87+95) STA 87+95 To STA 88+95 TRANSITION TO HARMONY ROAD TYPICAL SECTION #24 cr W ROW VARIES 106'-110' EX 6't EX PARKWAY IDEWALK VARIES 5't-8't VARIES EX SIDEWALK) / EX C&GJ FL -FL VARIES 65± 70t 6}. TRAVEL TRAVEL PAINTED MEDIAN 11' 11' BIKE VARIES VARIES VARIES TRAVEL TRAVEL VARIES 31KE 11'-12' 11'-12' 9't-14' 5'-9' VARIES I VARIES 11.5%_2.5% + 27 _2.57 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) 27" PAVEMENT SECTION (TYP.) (SEE NOTE 2) TYPE 2 (SECTION IIB) C&G 6" SIDEWALK W/ 6" COMPACTED SUBGRADE 2%. 6' SIDEWALK PROPOSED HANDRAIL PROPOSED RETAINING WALL —(VARIES 0.5' TO 4.1't) SEE SHEET 9 6' SIDEWALK HARMONY ROAD TYPICAL SECTION #24 i CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION (88+95 To 91 +40) 1 2% % 3.• � (91 +40 To 92+20) TH E 27" PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 2" HMA GRADING S (100) (PG 64-28) 7" HBP GRADING SG (100) (PG 58-28)(2-3.5" LIFTS) 6" ABC (CLASS 5 OR 6) 12" FLY ASH 2. THE COMPACTED SUBGRADE NEEDED BENEATH PAVEMENTS CAN BE INORGANIC ON —SITE OR SIMILAR OFF —SITE SOILS NTH 100 PERCENT PASSING THE 6—INCH SIEVE, PLACED IN 8—INCH MAXIMUM LOOSE LIFTS AT 2 PERCENT BELOW TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698). DESIGNED BY: DRAWN BY: 'AI'NKUVLU UY: F �+} OI ` Collins JDL I JDL CHECKED BY: DATE: SCALE: DATE: N /A I 9 /22 /08 I RECORD DRAWING DATE: 11/11/09 )�X-X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1218 so Ash, Suite Win Windsor ,Coloraradoo 80550 Phone: (970) 574-3300 Fax (970)674-3303 I NT ERWIE TT CONSULTING GR0U1 HARMONY ROAD IMPROVEMENTS TYPICAL SECTIONS PREPARED UNDER THE DIRECT SUPERVISION OF 33441 �E ONAL •E� 6 OF 22 cl 11 �I Z I I � Ill PHASE 2 1 III I JG I.j SAWCUT LINE (TYP.)— I ----------------=—---',,--_........-----................_..... — _ _ _ HARMONY ROAD REMOVE EX CROSSPAN REMOVE EX SAWCUT LINE (TYP. ADJUST EX WATER MH 6 +GD I— 84+00 _ 85 00 ,,,,,, ftgR ,, �— 87 F00 BEGIN EX C&G REMOVAL REMOVE EX ' RELOCATE EX ELEC CABINET C&G (65 L.F) (BY OTHERS) (SEE JNDOTE 5) W — — W — — W —r / it /- „E _E E f J_ END EX —'—'•+:t -i — T T REM ji -- E E (•— COVENTRY SUBDIVISION FILING I LARKBOROUGH P.U.D. -- G RELOCATE EX TE I" 4 (BY OTHERS) 1111 ( W I I I•IU 1•' I I I 1� I II I RANGEVIEW RETIREMENT VILLAGE RANGEVIEW I P.U.D. :GIN EX C&G REMOVAL ,,,_EX TREES TO BE REMOVED (TYP) RELOCATE EX CABLE BOX (3 TREES TOTAL) -(BY OTHERS) (SEE NOTE 8)• ADJUST EX TELE MH'S \ -4 (BY OTHERS) (SEE NOTE 7) RELOCATE EX TELE BOX I — 1 L — — — — J I — — I (BY OTHERS) (SEE NOTE 7) RELOCATE EX LIGHT POLE L&P) (SEE NOTE 6 =CATCH LINE�TYP) E t--t -- — — E �.:. (202 �REMOVE EX FIBER OPTIC VAUL (BY OTHERS) (SEE NOTE 1; W E �E FO r RELOCATE EX RELOCATE EX / BUS STOP ELEC CABINET / (BY OTHERS) EDESTAL; RELOCATE EX TELE PEDESTAL w (SEE NOTE 11) (BY OTHERS) (BY OTHERS) (SEE NOTE 7) (SEE NOTE 5) NOTE 7) EX FENCE k i RELOCATE 1.1 (PROTECT IN PLACE) WATER METERS EX TREES TO BE REMOVED (TYP) (SEE NOTE 15) (31 TREES TOTAL) RELOCATE EX FIBER OPTIC VAULT III+o (BY OTHERS) (SEE NOTE 14) SAWCUT BOUCHARD j FO 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COWNS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPUNE.. 4. "CATCH LINE" DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COWNS LIGHT & POWER. CONTACT CITY OF FORT COWNS LIGHT A: POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY OWEST. CONTACT OWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-Ml 8. NOTED CABLE do FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY COMCAST. CONTACT COMCAST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 567-0245 9. RAILROAD RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY BURUNGTON NORTHERN SANTA FE RAILROAD. CONTACT BURUNGTON NORTHERN SANTA FE RAILROAD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (307) 432-7357 10. NOTED GAS RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY XCEL ENERGY. CONTACT XCEL ENERGY TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 225-78M 11. NOTED BUS STOP RELOCATIONS SHALL BE PERFORMED BY NEXT MEDIA. CONTACT DAVE FLECK TO COORDINATE RELOCATION. PHONE: (970) 493-4411. 12. STRIPING REMOVAL & SIGNAL RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COWNS TRAFFIC ENGINEERING. CONTACT CITY OF FORT COWNS TRAFFIC ENGINEERING TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6630 13. NOTED FIBER REMOVALS AND ADJUSTMENTS SHALL BE PERFORMED BY PAETEC COMMUNICATIONS (MCCLEOD). CONTACT MIKE BAUMBACH TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (303) 994-8016 14. NOTED FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY TRAFFIC OPERATIONS. CONTACT WARD STANFORD TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6583 15. NOTED RELOCATIONS OF THE FCLWD WATER SERVICES SHALL BE COORDINATED WITH A DISTRICT REPRESENTITIVE. PHONE: (970) 226-3104 16. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 17. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COWNS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION EX C&G REMOVAL EX SAN MH EX SIGN (SEE NOTE TAINING WALL Z U L rW WJ U W N' O �L It N ^ (• .I < m �WraL• �I IIII _ �_TJ . --HARMONY CL (TYP) 2+ \\ RELTELE PEDE ;f=(BY OTHERS) (SEE NOTE RELOCATE EX % I i WATER METER 11 I 7 —•' II TY (SEE NOTE 15)— 1 _ SAWCUT / �... RELOCATE EX ELEC CABINET _ LINE (TYP.) J(COFC L&P) (SEE NOTE 6) C - REMOVE EX TIMBER — — — 0_ — — @ — RETAINING WALL (E (T)).rI I / — EX TREES TO BE REMOVED (TYP)I (4 TREES TOTAL) HARMONY HOSPITAL o FOR PETS �I \ � Oft. Fort Collins •� RELOCATE E% RR A (BY OTHERS) (SEE NOTE 9) 1 1� r�1 `RELOCATE EX SIGNAL POLE I'// -- �J (COFC TRAFFIC) (SEE NOTE 12) /:I I END •EX C&G REMOVAL RELOCATE EX TELE PEDESTAL,:II PHASE 2 (BY OTHERS) (SEE NOTE 7) F • I � �� o •`: r 1 I, "•I:I Z I 61G' II�.v 1 I EXIST. FULL DEPTH ASPHALT REMOVAL EXIST. CONCRETE SIDEWALK REMOVAL EXIST. TREE TO BE REMOVED RECORD DRAWING DATE: 11 /11 /09 XXc)OC XX.)(DENOTES RECORDED DATA PER CITY OF FORT COWNS SURVEY DEPARTMENT. JDL I JDL SCALE: DATE: CHECKED BY- DATE: 1"=50' I 9/22/08 1, I 1218 W. Ash, C Windsor, Colorado 60550 Phone: (970) 674-3300 Fax (970)874-3303 INTERWEST CONSU LTI ING GROUP yl TROUTMAN PARKWAY it 1Y [ z WAKE -1 g 2 R U. Ow ROBIN W 4 C kB(, 4 W �G* LANE N F O OR �N6 m f W WAKE ul Jj 8 W Z ROBIN V 0 � LANE W C HARMONYROAD Y D( 7 U a � p vp �1yy2 W O O O E R (V C Ir X O a s itG�.t ZZW 2 O W to Z FRCCIz U ENTRANCE = U m ASHFORD COURT 50 25 0 50 100 SCALE: 1 " = 50' FORT COLLINS - LOVELAND WATER DISTRICT Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District. HARMONY ROAD IMPROVEMENTS REMOVAL & RELOCATE PLAN PREPARED UNDER THE DIRECT SUPERVISION OF 33441 r' ''•., \ S7ONAL EC"&_1;57 7 OF 22 C1 - 298 v. lV II 1 z LARKBOROUGH P.U.D. I 0 m SAWCUT LINE (TYP. PCIR MATCH EX EL-5044.Ot I RANGEVIEW I J i I I RETIREMENT VILLAGE Z U W BEGIN PROPOSED C&G MATCH EX C&G AND SW C RANG LL� EL-50,V4. 19.50, 71.95' LT D. W N t F . I FL -FL INT STA 87+2261 EL_504279 p 2 Z W N ' PCR LFL STA 87+47.48 EL-5042.69 I! m RFL 1.34 CL STA 85+94.40 47.32' LTJOINT f i -PC MATCH EX SW AT NEAREST I PCR LFL STA 86+54.20 I NOT CONSTRUCTED , END GAG k ��-W ��; •`:I - - - - - - - - W - - - - - MATCH EX 0.-5043.5t I 63+00 64+00 EX CAC BB+i7q HARMONY ROAD FL -FL ANT STA W+79.40 SAWCUT LINE d EL-5043,25 PROPOSED 10' 8 0D I_ 64+00� ..,.{ �..�',.,�,"„ .,.. ..^,¢^••. .r ... ^^..,,•4^^- CONC,Y•,F�RW_A SAWCUT LINE (�. g 41 87+00 PROPOSED HC 17.00' TRUNCATEDDOMES TYP/ W AM STA 54+52.111 Wn W 2 (SECTION IIB) r- -0'--1 _5045 40 S1NTYPE 09 ¢ _ TV - - �. PROPOSED 1.1 BUS STOP (BY OTHERS) I I D COVENTRY SUBDIVISION FILING 1 1 i= 0 11 1.1 W I 1• I Q' I Il.�li U BEGIN PROPOSED C&G MATCH EX CL STA 84+25.93. 59.92' RT EL_5044.Bt BOUCHARD W ROPOSED RETAINING WALL -MATCH IX W _ _ T 9) STA 88+98.24- _ CL STA 88+94.50, 34.66' LTEX C&C iw 91+ - TYPE 2 (SECTION JIB) Cli E SW DET/jII "B" HEREON PROPOSED 12.5 MOD \ _ d CON C _ 41+00 i L-FL IN T STA B9 4202 « FL-0. INSy'� 89+88.04 PI RFL OST 3265 EL_5041.4(2 A„-5047.27 TYP Wes..-.-•••.N88'56'30"E--•i-.. 'A' FLOWLINE CURVE TABLE CURVE I LENGTH I RADIUS DELTA CHORD LENGTH FL39 39.18 1 25.00 89'48'03" S4511'13"W 35.29 FL40 40.05 25.00 91'46'45" N45'10'07"W 35.90 FL41 38.49 25.00 88*13`15* S44'49'S3"W 34.80 FL42 39.52 25.00 90'34'00" N4437'45"W 35.53 FL43 38.31 25.00 7.48.10" N4613'0 "E 34.67 FL44 39.23 25.00 89'1 S44'5723"E 35.33 FL45 12.27 100.00 7'01'4 " N86.23' 3"W 12.26 k 'TANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. PI RFL STA 89+0206J _ _0.-5041.89 PCR RFL STA 89+18 i8 EL-8041.57 END PROPOSED da CL STA 89+39.61. 50.00' F 5041f: END PROP ASPH MATCH €X ASPV SAWCUT UNE SEE ID DETAIL "DI" TOWa. k2SECTION IIB) C&G O ® / 2 TOSED RR L. -,'I PROPOSED CONIC - _ _ _ - SIGNALS j•. 1 CROSSWALK (SHEET 20)- r - - - r - - 94+00 - PCR RFL STA 93+24.58 0.-504239 raw�w" SAWCUT LINE (TYP.) *� PCxt 7 .' - IaeLSTA - FLL J5040.64 �OPOSED 5' 1B' SDI .•.. .... .,..�....;•.:... s:.. :: -' '" 0 --- v I PCR RFL STA 89+90.91+27_ RFL- - IIN0039'15"E -5041.13 PROP, 0.-5041.00 / -I 11.10' - - - - - - PCR mac.:. I--------1 0.-5040.82 RETAINING _ RFL STA 91+ 85 ' LJ ,• DETAIL "A" HERE •( I D PROPOSED C8G I- SEE SIDEWALK { MATCH IX IJ� 3.30' - - ....... I CL STA 93+48.82, 71.35' RT 12 END PROPOSED ASPHALT ...�• I{ 5040.2t MATCH IX ASPHALT �`'- I PHASE 1 PHASE 2 t { ,�I - ST PROPOSED99+66&61, 6026' RT HARMONY I 1#I EL-5040.72 HOSPITAL U) FOR PETS m I w LARKBIJNTINGI a DR E N 5050 5050 < n Wad o 3 N c4 CON X+ a d + * N d <� $ < d N A 5 d a a. EXISTING GROUND _ _ 5045 5045 - --___ - ------ (-0.64X) -- - - 0.50X) --- - -- PROPOSED FL GRADE --- ------ - - - - - - 5040 5040 d 5035 5035 W g t A h a h ;on v1 °$ 85 00 86 00 87 00 88 00 89 00 90 00 91 00 aD `� CREST ' ROAD A N ad 5050 < A a i-- w m \ = 6 U � f O Q N � J � W a 5035 Top 85 -00 DATE: LEFT FLOWLINE PROFILE (PHASE 2) RIGHT FLOWLINE PROFILE RECORD DRAWING CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DATE: 11 /11 /09 XX-X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. WTROUTMAN PARKWAY OC W W Z WAKE c J p�' ]gj �•9(p dp' z 0 6 ���QQQ•� ROBIN LANE W�/ly� ZN O �1•F"'Na (LL Z FWW i F m Uj IU'Ji WAKE ul J 9 Z ROBIN 0 U G LANE C HARMONY ROAD 1� UU 1� 6 p' 10 z Out, 4 rc O o ,"d 1� e 19p 4II Y O d D C A't. W 2 O W 2 FRCC '= U m U ENTRANCE ASHFORD COURT 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' D CONCRETE SIDEWALK v D 4' MIN PARKWAY SLIVER BETWEEN TOP BACK OF CURB AND, SIDEWALK TO BE FILLED IN WITH CONCRETE SIDEWALK DETAIL TTBTT 1IT, 10' BACK HARMONY ROAD PROPOSED RR GROSSING SIGNALS/ARMS r EXPOSED/COLORED (TO BE INSTALLED BY BNSF RR) AGGREGATE (TYP) a \ 5042.48 FL/TBC PROPOSED TRAIL CROSSING SIGNAL !p 5042.52 FL/TBC (COFC TRAFFIC) 5042.53 FL 5042.47 FL 5043.03 TBC 5042.97 TBC 5041.80 5041.57 FL c m 5042.07 TBC / 504 a . R=4a 4 5041.30 FL/TBC •l#tE( FI a . 5043.24 ' ' R=5' §042.72.. / \� R=25' n 50a 3.00 .. . 5041.05 FL/TBC i. • • f CL STA 91+93.03, 41.00' RT ` 5043.06 5042.53 5041.55 5040.79 FL EL=5042.57 R=31' PROPOSED TRAIL R=5' '° 5041.29 TBC� 5041.8t 5041.9f 5041.25, . -CL STA 92+02.83, 43.00' RT CROSSING SIGNAL 5042.14 R=5' EL=5042\38 (COFC TRAFFIC) III CL STA 92+15.80, 48.53' RT EXISTING SIGN TO REMAIN EL=5042.15 ` {l PROPOSED RR CROSSING MATERIAL ° CL STA 192+27.95, 51.01' RT U) (TO BE INSTALLED BY BNSF RR) . 5041 i5t EL=5041.93 ,Z CL STA 93+22.83, 66.21' RT L J m MATCH EX SW AT NEAREST JOINT ...c ........... I ......... ..,�.. - EL=5041.7t a 1 PHASE 1 ' PHASE 2 PROPOSED FULL DEPTH ASPHALT PAVEMENT ® PEDESTRIAN RAMP DESIGNATION (SEE DETAIL SHEET 20) UtJIUNtUI Or. URAR17 D1. nr F nv.w a.+1. Fart Collins JDL JDL SCALE: DATE: CHECKED BY: DATE: iH 1"=50' V 1"=5'I 9/22/08 TYPE 2 (SECTION IIB) 5' FENCE SIDEWALK DETAIL "A" (PHASE 2) 1 "=20' PROPOSED 12.5' MODIFIED HARMONY ROAD CONCRETE CROSSPAN <D TYPE 2 (SECTION IIB) C&G 5041.13 PROPOSED TYPE 2 rn T (SECTION IIM) + 5041.57 5041.31 FL RETAINING C&G (16' LF) 5041.62 FL 5041.81 TBC WALL 5042.12 TBC 5041. .'s .+ .. �5' TRANS .. •• - n 5042.01 FL/BOWS EX GATE 5041.78 FL 5041.38 TBC 5041.81 FL 5042.31 TBC RELOCATE EX WATER METER 5041.1 (DIG BACK k SWEEP OVER) W 01 aw 25 F- a 5039.47 EX I- SAWCUT LINE (TYI 1218 W Ash, d C Windsor, Colorado 80550 Phone. (970) 674-33DO Fax: (970) 674-3303 I N T E M I I E E T C O N S U L T I N G G R O U P 5041.27 •1 69 �1 5041.57 GB FL GB 5041.86 FIL 5041.57 5041.4 FL PROPOSED ROW 5041.84 TBC � 5041.69j 5041.69 FL 5042.19 TBC w _ GB 5040,72 p W O= EX R=10' ASPHALT a DRIVEWAY DETAIL I'D" 1 "=20' FORT COLLINS - LOVELAND WATER DISTRICT Mr. Terry Farrill, P.E., District Engineer Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins -Loveland Water District. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN & PROFILES J\-5038I40 EX , I PREPARED UNDER THE DIRECT SIPERNSICN OF OF 21 Gl - 298 co V HARMONY ROAD W t w �— Twr �] /CC/`TIlIAI uo� rp.r_� EL=5041.00 = it HARMONY HOSPITAL FOR PETS W N �zrn �Q END PROPOSED C&G & SW ern � BEGIN EOA--».�acJi- W _ L STA 91+95.66= � STA 91+93.03, 35' RT _ 5041.95 1+7-T- T* PROPOSED EOA -r — — — — — — — — — — ' d Q v d �d_ 93+00 I EX C&G , dv I I EX STRIPING TO REMAIN � dd I ING SIGNAL EX C&G ! T \ � I I i MATCH EX ASPHALT CL STA 92+21.00, -41' PT EX TRAIL CROSSING SIGNAL EL=5042.5t 0 (PROTECT IN PLACE) FO I II STREET IMPROVEMENTS &GRADING PLAN (PHASE i 18" WHITE RR STOP BAR (29 LF) I �EX C&G I v HARMONY ROAD 11' I I 11 t , o EX' STRIPING TO REMAIN dd N 5' � TYPE 2 (SECTION IIB) C HARMONY � HOSPITAL I FOR PETS n EX RR CROSSING SIGNAL 11' t~n I _ _ I I 9 C 5' , PROPOSED EOA \5' SP � I I d 6 na EX TRAIL CROSSING SIGNAL (PROTECT IN PLACE) INSTALL TYPE III BARRICADE AT END OF WALK /h 12't I �EX C&G — — — — — ENDS I � O I W HE IL TRAFFIC I (/j Z SPECIAL m (CL STA 91+ 46) I I STRIPING PLAN (PHASE i -cs- 92+00 04 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION O � WE ON�O PROPOSED FULL DEPTH ASPHALT PAVEMENT A 1PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN ACCORDANCE WITH CITY OF FORT COWNS AND/OR MUTCD STANDARDS.. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. 1"" �+ i 01 {' ` •ns Collins "DESIGNED BY: JDL SCALE: 1 "=10' DRAWN BY: I JDL DATE: I 9 /22 /08 •APPROVED BY: CHECKED BY: DATE: STRIPING LEGEND ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP SOLID WHITE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30• GAP RECORD DRAWING DATE: 11/11/09 )�Y,-)tX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLONS SURVEY DEPARTMENT. W WAKE m °J ROBIN W LANE IO WAKE ROBIN PARKWAY AU GRAB 4 O WWZ HARMONY ROAD W U O � 4 C� q—��EFRCC WC m ENTRANCEUASXFORD COURT to s o 10 20 SCALE: 1 " = 10' INTERW EETM CO 1218 W Ash, Suite C Windsor, Colorado 80550 Phone (970)674-3300 Fax (970)674-3303 - T I N G G R O U P HARMONY ROAD IMPROVEMENTS EAST END - PHASE 1 IMPROVEMENTS PREPARED UNDER THE DIRECT S1IPERN90N OF 33441 o; ONAL •E�� OF 22 C1 - 298