The URL can be used to link to this page

Home My WebLink AboutWEST ELIZABETH STREET CITY PARK AVENUE TO SOUTH SHIELDS STREET CDOT COPY - Filed STR-STREETS - 2009-04-08_ .w. ,.... K•4 my � r.T u FHWA REGION VIII OVERSIGHT? NATIONAL HIGHWAY SYSTEM? ULATION, OF ONO OYES ■ NO ❑ YES H & DESIGN DATA UEPt,r:TP,�Er�T OF TRANSi�j�,jr\rarian STATE OF CO'LORADO WEST ELIZABETH BIKE LANES FEET ROADWAY MAJOR STRUCTURE STATION WEST ELIZABETH STREET STA. 9+49. 101 BEGIN AQCM455-060 STA, 23+83.272 END AQCM455-060 TOTAL 1434.162 xx•xxX SUMMARY OF PROJECT LENGTH FEET MILES ROADWAY ( NET LENGTH) MAJOR STRUCTURE PROJECT GROSS LENGTH 1434. 162 0 1434.162 0,272 0 0.272 DESIGN DATA WEST ELIZABETH STREET MAXIMUM RADIUS OF CURVE 1000 FEET MAXIMUM GRADE 1.75% MAXIMUM DESIGN SPEED 35 MPH 2004 CURRENT TRAFFIC ADT = 19,000 I FOR INFORMATION ONLY FEDERAL AID PROJECT NO. AQC M455-060 WEST ELIZABETH STREET, FORT COLLINS LARIMER COUNTY CONSTRUCTION ,PROJECT CODE NO. 14076 C l wMACNt> jA,ST re As ww* 'u30 i�M STA 9+49.101 d f BEGIN AQCM455-060� '' °:� i STA 23+83.272 E cn �: •�� I 1 t";; ,a -_ END AQCM455-060 R1In, -k k 4 1- Q ?7 r 4 !SW �� (fl; I _ d r; v A% 4 c.�:rrNlt uu 1 4ifVtwx+DR PROJECT,, LOCATION, i ,. wl g w o � : > � �" � 1 r 1 ; r �tMitaTR IN x n •�#ll1Y .� �• to t 1 i fi• t�� C I TY,�OF NS IJ PROJECT LOCATION: T 7 N, R 69 W Corn cuter I ile Information R-X R-X �X� R X Sheet Revisions Colorado ) O T . E r �; a '-0M ` 'r """'"' " '"��`��'�"" Department of Transportation Street Address 1420 2ND STREET GREELEY, CO 80631 Phone: 970-350-2126 Fax: 970-350-2198 Dim mm/dd/yy XXXXX XXXA. Creation Date: 01 \09\04 Initials: BRJ mm dd yy XXXXX XXX Last Modification Date: 02 05 04 Initials: BRJ mm/dd/yy XXXXX XXX Full Path: L:\JOBS\564020\civil\Phosel\Planset mm/dd/yy XXXXX XXX DrawingFile Name: GETSO1.DWG mm dd yy xxxxx xxx / / Acad Ver. R15.06s Scale: NTS Units: NA QIZ33 �u izz.-o'i`rdN Related Projects: N/A R.U.W. Projects: N/A SHEET NO. INDEX OF SHEETS I TITLE SHEET 2 STANDARD PLANS LIST 3 TYPICAL SECTIONS 4 GENERAL NOTES 5 - 6 SUMMARY OF APPROXIMATE QUANTITIES 7 - 8 TABULATION OF ITEMS 9 SURVEY CONTROL PLAN 10 SURVEY TABULATION 11 - 13 DEMOLITION PLANS 14 ROADWAY GEOMETRY 15 - 17 DRIVEWAY DETAILS 18 - 21 DRIVEWAY PROFILES 22 - 24 ROADWAY PLANS 25 - 27 ROADWAY PROFILE 28 - 31 ROADWAY CROSS -SECTIONS 32 - 34 GRADING AND DRAINAGE PLANS 35 - 36 STORM DRAINAGE DETAILS 37 - 43 LANDSCAPE PLANS 44 - 49 IRRIGATION PLANS 50 - 52 ELECTRICAL CONDUIT PLANS 53 - 55 CONSTRUCTION PHASING AND TRAFFIC CONTROL PLANS 56 - 58 SIGNING AND STRIPING PLANS 59 - 62 GENERAL DETAILS NEW AND REVISEDSTAND-ARDS M-608--1 CURB RAMPS (4 SHEETS) 10-29-03 M-609-1 CURB & GUTTERS (3 SHEETS) 10-29-03 S-630-1 TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION (10 SHEETS) 9-3-03 PREPARED FOR: PREPARED BY: of l on Collins As Constructed Contract Information Contractor: No Revisions: mm/dd/yy Resident Engineer: Revised: mm/dd/yy Project Engineer: PROJECT STARTED: ACCEPTED: Void: mm/dd/yy Comments: rTSEA ROWN 209 South Meldrum Ft. Collins, CO. 80521-2603 (970,482-5922 Fax:(970) 482-6368 www.searbmwn.com Protect No./Cocie AQC M455-060 14076 Sheet Number 1 C - 1 287 w. C.- 1 a t y + " " 1• i. +i ' f 1 rl ' 1 , � ♦ i �• '� ____------_-- __ ° ' i'r•1 1p 1 i i i �A�� ` ,..,r- `♦♦,^,,.\i� J _ • . __ � � _ � :nn•, � � 1 11\ Ill , r, � 'l'.. .. ",.. }.._ 4_r '---'i� I � 1 I I I 11 I 1 1 I � '• - - ; �� Iif "`ill 1-0 I ♦♦♦ ♦ ♦� . 1 - 11 1, _ '_"� 1 - _ 1 ' 1-'________ �- �� -_-_ _ ....�i -`fix _ •+ _ m OR 4 T I. }7 ♦ - - _ • ._ _ .. _ - -- —_ `/ ., x tp p _ '-r • I Q ♦ - __ -.- __� - •- - �-� V JAN —_-._. __—. VnSAN ` 1 m ------------ _ , .. REMOVE Ex_ mr ` r If — — — - - — -- R INLET �*— � 5FT TYPE ' � N FIRE HYDRANT TO -BE REPLACED ADJUST WATER VA[�L L/r - - & ` Iv j W- C14+50' -r w BY THE CITY OF FORT 6OLL1 S 81 SA LIGHT POLE TO B „ ADJUST -- T-A: •tj+43.7 -- �� ADJUST SANITAR WATER I $A�lCUT 4 I OVE EXISTING _ e� 50 L THE , �A .50' L OFFSET: 3.72 L CITY OF FORT COLLINS -' VALVES 11 a- 5F E 13sU�jj � OFFSET iLfi3 STA 12+32.44 RELOCATED BY r /. G WEST ELIZABETH I \ Ill STA: 11+24.04 i,o -- — — — ' OFFSET: 0.32' L s, I I = G Ti C9+50 -- 1I C10+50 1 I �— G- J 5TA: 11+24.04 C114�0 C12+50 .� 1 REMOVE EXISTING ---- -+• OFFSET: 9.50' R 5FT TYPE 'R' INLET pN C A 12+32.34 :t i SAWCUT 8.9 J WATER METER TO BE RELOCATED STA: 12+32.01 --"IT 4 OFFSET: 0.71 L __ — G D G BY THE CITY OF FORT�OLNNS 6FF3gr 90' R —G G G — G _—G : -----------2-Yw+wc-vuv-'itmSo_ ---- -- -- . . ., ••; ; w. - • _ , - , � 9 , , e • . -, \ - „1 ,\1 r, I .I a \ v a ' _ . - a . o !c a •• c a •^ ^--5.9• - •' a ` .. •, _ ii � rr � `� `r / I p - • _ a 1514- fQ� y ) J 77- -_ -- - .. ,. _.. . I , 'v I - _ Ki-�' �r� • a ^ \ i as "i , � • a <,Y" _` 4 � __ ..r � .. -! � ,.,.• ii t �i...J.N/� r - \ '.� 1 � _ I _. i... ___-_---_J j- •,:/ i 11 t I tl• I F-7 \ I-------------- � TI �•it 1 \ i u ; nnp I I \ T6J`g' 1 1 1 I N U tl Cj"L.--"--'•_---'- I \ ll u �j 0 if 11 I II 1 \ r I 4 i N If 11-n I \ N I if\ REMOVE EXISTING 5FT TYPE 13 INLE7 LIGHT PCIIE TO BE REMOVED BY I `q I n N \ THE CITY 'OF FOO COLLINS ' 1 '; l u I I i I i ii it ii 11 • ,Q(1 1 i [ 1 It I ' � 1 � I 1 40 \ , 1___-____ PRIVATE UTILITIES MUST BE RELOCATED FLUSH WITH SIDEWALK, OR INTO UTILITY EASEMENTS L ; Ir BEHIND SIDEWALK. UTILITY COMPANIES MUST a ACQUIRE THEIR EASEMENTS AS NEEDED. , , ___------------------------ 1,1 r- r ' I , 111 I 1 1 I 1 ,----- -------------------`----- t ---- 1 1 1 I 1 1 i • i -------- Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed UTILITY AND Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX Street Address No Revisions: DEMOLITION PLAN AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ R—X mm dd yy XXXXX XXX QT 1420 2ND STREET mm/dd/yy Full Path: L: JOBS 564020 civil Phosel Planset R— mm dd / /Yy XX XXX XXX r. n W; _.. GREELEY, CO 80631 Revised: mm/dd/yy De ner• J. DOMINGUEZ 14076 mm dd / /yY XXXXX XXX ,�..,- n °�'"'""`"' "''�'""°''°'"'" Phone: 970-350-2126 Fax: 970-350-2198 Detailer: B. JORDAN DrawingFile Name: RMPL01.DWG R—X mm/dd/yy XXXXX XXX R F_ C I O N 4 DJ M Void: mm/dd,i Sheet Subset: XXXXXXX Subset Sheets: 1 of 3 Sheet Number 1 1 Acad Ver. R 15.06s Scale: 1 " = 20' Units: FEET C - 1 z U (. CABLE TV PEDESTAL TO 1E RE LpC TED / BY COMCAST 0 20 40 60' '. SCALE IN FEET ELECTRICAL PEDE�TAL CABLE TV PEDESTALWATER / TO BE RELOCA TO BE RELOCATED BY COMCAST RELOCATED BY THE CITY OF \� BY CITY L FORS COLLINS / FORT COLLINS / 1 ADJUST SANITARY SEWER MANHOLE / MEDALLIONS TO BE REMOVED AND PROTECTED. RETURN TO OWNER R MOVE/ IDEWALK CHASE FOR REUSE. f (TO BE RECONSTRUCTED BY OTHERS) ��o — — — — _ — ,.� � ---� •., ` \ 11 �� ice/ \ � I A� �y I\ i• I �r 4 .. LIGHT POLE TO BE REMOVED B --- a — — — — � Imo' ----- BE — -----STA: _ 18+7'4.67 j' DJUST WATER VALVE -THE -GIT`(-DE FORT COLLINS _ I ' , STA: 117+26.09 FIRE HYDRANT TO B REPLACED BY OFFSET' 945A L— — � IGHT POLE OTHE� GHT POLE OVED BY THE CITY OF FORT C� LLINS REMOVE SIDEWALK CHASE 3� n ( OFFSET. 9.50' L E CITY OF FORT COLLI I CITY OF FORT C LLINS (TO BE RECONSTRUCTED BY OTHERS __I- , STA: 17+26.08 rmn r I ;_ 1 OFFSET: 0.09 L OFFSET200.32'15 I chi M ---emw=R1—Ys"'--� I—----•---*�+---esw--- �\\ STA: 1874.67 \ _ — •sue— — -_ —KW— m N I o — T C16+00 I / OFFSET: 0.09' L\ oU - - - �•' STA: 17+29.58� \-STA: 18+70.17 , STA: 20+14.15� —w•— — _w_ — — w w-- - +—w—-�fFSE"I'7.5 R w A_17+ .2 _ t - �i.�.: - - — ——wFFSSET: 2.01 OFFSET: 2.09 R e, Irlr`6- - w w w w - w _/ OFFSET: 4.1 w--w---w---�"---w---w---w— — VADJUST STA: 17+4 64 �; STA: 18+54.11 w- . S? w-- 1 YI'L 'F1' IN El _ . — - i ADJUST WATER VALVE I — — — — — — STA: 20+14.15 L _ ADJUST WATER VALVE OFFSET:— — — — OFFSET: 9.50' R 95 R } r e ^ — a ri • e ADJUST \ \ LIGHT POLE TO BE 1 • WATER VALVE \• • \\ % \ v RELOCATED O THE LIGHT POLE TO BE RELOCATED BY CITY OF FORT COLLINS �J THE CITY OF FORT COLLINS \ CABLE TV PEDESTAL TOBE RELOCATED BY COMCAST LEGEND i ----- ---------- ---- - ------•--- EXISTING FEATURES -__._ .-_--- _ - - ' _-_ ._ __ _.. PROPOSED FLOWLINE i — — —a— --a— EXISTING GAS LINE — PROPOSED CENTERLINE [ — ` (SEE SURVEY CONTROL PLAN FOR HORIZONTAL CONTROL) i \ EXISTING SANITARY SEWER LINE I \ r) EXISTING SANITARY SEWER MANHOLE w" r.w .�+. .m+ .",n PUBLIC ACCESS AND UTILITY EASEMENT j EXISTING STORM SEWER """ `"'" "`"`"°""'w' TEMPORARY CONSTRUCTION EASEMENT ;;o) ____i EXISTING STORM INLET — — EXISTING RIGHT-OF-WAY I I 1, ��-_-�_ gyp) EXISTING STORM MANHOLE SECTION LINE I — - - —w— — —w— EXISTING WATER LINE — — "--= 114 SECTION LINE / [Xi EXISTING WATER VALVE — — — — — — 1116 SECTION LINE — —Uar* EXISTING UNDERGROUND TELEPHONE X TREE REMOVAL (BY OTHERS) vY• EXISTING TELEPHONE MANHOLE SHRUBS AND SHRUB BED EXISTING ELECTRICAL MANHOLE EXISTING CONCRETE TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED 1603 ` DETAIL NUMBER TT — DETAIL REFERENCE SHEET Computer f ile Infon-nation R—X ®X Sheet Revisions Colorado Department of Transportation Street Address Q QT 1420 2ND STREET g, -� GREELEY, CO 80631 '�` '' ""� Phone: 970-350-2126 o".�A9N1`UI ��`��^ Fax: 970-350-2198 R E �) N 4 D� M As Constructed UTILITY AND DEMOLITION PLAN Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX No Revisions: mm/dd/yy AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX XXX Revised: mm/dd/yy Designer: J. DOMINGUEZ 14076 Full Path: L: JOBS 564020 civil Phosel PIanset mm/dd/yy XXXXX XXX Detailer: B. JORDAN DrawingFile Name: RMPL02.DWG mm/dd/yy, XXXXX XXX Void: mm/dd/yy Sheet Number 12 Sheet Subset: XXXXXXX Subset Sheets: 2 of 3 Acad Ver. R15.06s Scale: 1" = 20' Units: FEET mm/dd/yy XXXXX XXX r.µco N ip \ Ve °. fi FF J t• w 5 . e F A + 4T v i r a ' g a a f.• S1 ' a' A 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 / , 1 1 , 1 1 t 1 1 r --_--_-__--i--------------------------r---J I FL _----�I -a FL / / 1 1 1 1 1 1 1 i 1 1 1 1 1_ if�l �f►. � 36 FL40 F 18 194M 20 59 60 61 4a+---f-+ + + 1+° + �+° +53 - 65 6 63 FL39 FL35 FL20 FL19 FL37 FL38 WEST ELIZABETH STREET -- 2 Li U FL49 78 81 2 FL50 ti 1 FL51 _.�_ 1--------------------------------------- ---- 1 1 1 I �k a --� 9 w x 00 FE w +1 + •24400 13 VURYC IMOLC rVINI IAM= I ( j II I ! 1 ? CURVE TABLE POINT NORTHING EASTING DESC CL STATION + OFFSET FROM CL POINT NORTHING EASTING DESC CL STATION OFFSET FROM CL 1 126509.66 188203.95 PT -FL 10+31.64 33.50 L 2 126507.50 188337.36 PCR-FL 11+65.08 33.50 L CURVE LENGTH RADIUS TAN CHORD CHORD DIRECTION DELTA 3 126507.10 188362.36 PCR-FL 11 +90.08 33.50 L 4 126506.95 188371.83 PC -FL 11 +99.55 33.50 L C25 8.37 5.03 5.53 7.44 S34'35' 18"W 9527'07" 5 126510.50 188471.76 PCR-FL 13+03.05 33.50 L 6 126514.58 188509.74 PCR-FL 13+42.58 33.50 L C26 8.37 5.03 5.53 7.44 N52'03'41"W 95'25'33" 7 126523.18 188564.57 PRC-FL 14+00.01 33.50 L 8 126534.38 188640.02 PRC-FL 14+73.84 33.50 L FLI 193.75 966.50 97.20 193.42 N85'11'05"E 11'29'09" 9 126537.86 188677.68 PRC-FL 15+10.43 33.50 L 10 126540.68 188759.32 PRC-FL 15+89.49 33.50 L FL2 207.26 1033.50 103.98 206.91 S85'11'13"W 11*29'24* 11 126540.54 188770.75 PT -FL 16+00.55 33.50 L 12 126540.24 188789.28 PCR-FL 16+19.09 33.50 L FL3 207.18 1033.50 103.94 206.83 N85'11'05"E 11*29'09" 13 126539.12 188858.27 PCR-FL 16+88.09 33.50 L 14 126538.57 188892.27 PCR-FL 17+22.09 33.50 L FL4 193.82 966.50 97.24 193.50 S85'11'13"W 11'2724" 15 126535.40 189086.79 PCR-FL 19+16.63 33.50 L 16 126534.75 189126.78 PCR -FL 19+56.63 33.50 L FL5 13.34 10.00 7.87 12.37 S37'57'18"E 76'26'02" 17 126534.14 189164.33 DR -FL 19+94.18 33.50 L 18 126533.72 189190.32 DR -FL 20+20.18 33.50 L FL6 7.85 5.00 5.00 7.07 N4955'40"E 90'00'00" 19 126531.48 189327.79 DR -FL 21+57.67 33.50 L 20 126530.60 189381.79 PCR-FL 22+11.67 33.50 L FL7 7.85 5.00 5.00 7.07 S44'04'20"E 90,00,000 21 126529.87 189426.66 PCR-FL 22+56.54 33.50 L 22 126462.70 189436.52 PCR-FL 22+67.50 33.50 R FL8 7.95 5.00 5.10 7.14 N39'25'52"E 91'07'56" 23 126467.79 189123.69 PCR-FL 19+54.63 33.50 R 24 126468.48 189081.70 PCR-FL 19+12.63 33.50 R FL9 7.95 5.00 5.10 7.14 S51'42'04"E 91'07'56" 25 126470.77 188940.78 PCR-FL 17+71.70 33.50 R 26 126471.32 188906.79 PCR-FL 17+37.70 33.50 R FL10 7.76 5.00 4.91 7.01 N39'11'45"E 8857'O6" 27 126473.55 188769.66 PT -FL 16+00.55 33.50 R 28 126472.67 188709.57 PCR-FL 15+38.36 33.50 R FL11 7.76 6.00 4.91 7.01 S49'45'46"E 88'57'57" 29 126470.16 188671.47 PCR-FL 14+98.85 33.50 R 30 126464.34 188622.93 PCR-FL 14+48.31 33.52 R FL12 7.82 5.00 4.97 7.05 N45'44'26"E 89'37'02" 31 126459.51 188589.12 PCR-FL 14+12.95 33.39 R 32 126456.83 188573.36 PRC-FL 13+96.61 33.35 R F 7 85 5 00 5 00 7 07 S44'04`05"E 90'OObO" LEGEND L 33 126447.92 188516.72 PCR-FL 13+41.12 33.50 R 34 126443.88 188479.10 PCR-FL 13+04.51 33.50 R FL14 7.85 5.00 5.00 7.07 N45'55'55"E 90,00,00" CL CENTERLINE DR DRIVEWAY FL FLOWLINE M MEDIAN PC POINT OF CURVATURE PCR POINT OF CURB RETURN PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY --- FLOWLINE - ROAD CENTERLINE - - - PUBLIC ACCESS AND UTILITY EASEMENT ---------------- TEMPORARY CONSTRUCTION EASEMENT - - EXISTING RIGHT-OF-WAY 35 126439.95 188370.75 PC -FL 11+99.55 33.50 R 36 126440.44 188340.94 PCR-FL 11+69.74 33.50 R FL15 7.85 5.00 5.00 7.07 S44'04'05"E 90'00'00" 37 126441.15 188296.94 PCR-FL 11+25.74 33.50 R 38 126441.58 188270.17 PCR-FL 10+98.96 33.50 R FL16 7.85 5.00 5.00 7.07 N45'55'55"E 90'00'00" 39 1264-42.29 188226.18 PCR-FL 10+54.96 33.50 R 40 126442.65 188203.99 PCR-FL 10+32.77 33.50 R FL17 1 7.85 5.00 5.00 7.07 S44'04'05"E 90'00'00" 41 126477.58 188311.38 PC-M 11+39.59 3.16 L 42 126479.75 188321.99 PT-M 11+50.15 5.50 L FL18 1 7.85 5.00 5.00 7.07 S44'04'O6"E 90'00'03" 43 126478.84 188394.51 PC-M 12+22.81 5.50 L 44 126467.84 188394.59 PT-M 12+22.81 5.50 R FL19 7.85 5.00 5.00 7.07 S45'55'55"W 7 90'0000" 45 126469.08 188301.70 PC-M 11 +30.04 5.50 R 46 126472.90 188300.92 PT-M 11 +29.20 1.69 R FL20 7.85 5.00 5.00 7.07 N44-04'05"W 90*00'00" 47 126507.09 188900.77 PC-M 17+31.10 2.16 L 48 126510.43 188902.07 PT-M 17+32.34 5.50 L FL21 7.85 5.00 5.00 7.07 S45'55'55"W 90'00'00" 49 126508.84 188997.84 M1 18+28.13 5.50 L 50 126508.65 189009.84 M 18+40.13 5.50 L FL22 7.85 5.00 5.00 7.07 N44'04'05"W 90'00'00" 51 126508.18 189038.63 PC-M 18+68.92 5.50 L 52 126504.83 189039.32 PT-M 18+69.66 2.16 L FL23 7.94 5.00 5.09 7.14 S41'45'29"W 91'02'34" 53 126499.70 189027.82 PC-M 18+58.25 3.16 R 54 126497.53 189017.22 PT-M 18+47.68 5.50 R FL24 7.95 5.00 5.09 7.14 N49'17'270W 91'03'18" 55 126497.65 189009.66 M 18+40.13 5.50 R 56 126497.85 188997.67 M 18+28.13 5.50 R FL27 7.77 5.00 4.92 7.01 S38'23'46"W 89'03'43" 57 126499.07 188922.62 PC-M 17+53.07 5.50 R 58 126501.58 188912.09 PT-M 17+42.51 3.16 R FL28 7.77 5.00 4.92 7.01 N50'39'58"W 89'03'43" 59 126500.96 189194.28 PC-M 20+24.67 0.82 L 60 126505.30 189215.49 PT-M 20+45.80 5.50 L FL30 5.41 2.00 9.02 3.91 S11'34'20"E 155'00'00" 61 126504.61 189258.18 PC-M 20+88.50 5.50 L 62 126500.63 189258.47 PT-M 20+88.85 1.53 L FL31 10.91 25.00 5.54 10.82 S78'25'40"W 25'00'00" 63 126494.60 189220.65 PC-M 20+51.13 5.12 R 64 126494.29 189216.30 PT-M 20+46.79 5.50 R FL32 17.28 5.50 INFINITE 11.00 N00'25'09"W 180'O1'40" 651 126494.72 189189.66 PC-M 20+20,15 5.50 R 66 126498.55 189188.87 PT-M 20+19.30 1.69 R FL33 5.29 1.80 17.24 1 3.59 S21'13'190W 168'02'5O" �1 ' FL34 10.91 25.00 5.54 10.82 S7634'05"E 25'00'00" FL35 10.91 25.00 5.54 10.82 N78'25'55"E 25'00'00" FL36 4.73 1.75 7.89 3.42 N 11'34'05"W 155'00'00" I FL37 5.41 2.00 9.02 3.91 S11'34'05"E 155-00'00" FL38 4.36 25.00 2.19 4.36 N85'55'55"E 10*00,00" I { 1 FL39 5.93 2.00 22.86 3.98 N04'04'05"W 170'00'00" FL40 21.82 50.00 11.08 21.64 S78'25'55"W 25'00'00" FL41 45.20 30.00 28.14 41.05 N45'54'07"W 86"9'57" FL42 45.23 30.00 28.17 41.07 N47'44'150E 86'23'21" FL43 1 26.08 16.50 16.66 23.45 N45'46'56"E 90'32'52" FL44 25.80 16.50 16.38 23.25 N44-19'19"W 89-35'19" FL45 4.27 5.00 2.28 4.15 S23'55'11"W 48'58'51" FL46 11.13 15.00 5.84 10.88 S69'40'16"W 42'31'18" FL47 5.51 2.50 4.93 4.46 N34'02'52"E 1 6'13'53" 0 50 100 150 FL48 22.66 15.50 13.90 20.70 S40'57'08"E 83'46'07" FL49 7.82 10.00 4.12 7.63 N23'20'49"E 44'49'48" FL50 15.79 5.00 619.77 10.00 S89'32'02"E 180'S5'28" SCALE IN FEET FL51 9.18 5.00 6.54 1 7.94 1 S81.39' 11 1 105' 10' 12" Cora uter F ile Information Sheet F'evisions Colorado Department of Transportation As Constructed Project No./Code Creation Date: 01 \09\04 Initials: BRJ m m/dd/yy XXXXX XXX ROADWAY GEOMETRY mm dd Street Address No Revisions: mm dd AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ R-X yy XXXXX XXX ) O T' 1420 2ND STREET / /y Full Path: L: JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX XXX GREELEY, CO 80631 Designer: Desi J. DOMINGUEZ 14076 Phone: 970-350-2126 Revised: mm/dd/yy mm dd� Detailer: B. JORDAN DrawingFile Name: RDPLC 1.DWG / /yy XXXXX XXX Fax: 970-350-2198 Void: mm dd Acad Ver. R 15.06s Scale: 1 " = 50' Units: FEET mm/dd/yy XXXXX XXX i �! N 4 DJ M / /yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 1 Sheet Number 14 2 87 r4 :.. 2 r -. ,, °".. N -ci.,: 5 r rr f.,ruT •r GC'-n.. vn "d:: 51 5af .i- .�..^; e.R- - -T. .t ... ,. - r. ,�: .. .. e. 1 i "'.. n' :.... .. ...: r .,' .'.f -' .. -'T- r'S ^+z-t?: ^-^ '^4: -*.!a... .. �. Y'+': v - ,:r•.+ .,M . t hhhPPP - - • ' ktL co ' g' x' 1 I I * - I I i lop..__ mm m 78 n m 146 1 w m 'D - 5029 m m 39 - - - - 4--e- - - I - - - - - - - 38 37 ' 5028 i 1 ; i ASPHALT PA CH - - INTERIM m - --- --6 3.45% O ;,. m w ASPHALT PATCH x +277 145 I 1 iri ■■■■■■+. RIG to 123 128 133 ■ ■ RIGHT OF WAY` o ■ ■ 134 a 143 124 138 70 4 Co o 2.52%N 5.31 % 0 It 7C r' m N I 2.81 % ��O m Loam F I � n CA 2 m 126 125 m 130 131 136 135 v BY OTHERS p m 14, 141 m 2 -� 0 m ` ", . AS DRIVEWAY'AS' DETAIL DRIVEWAY'BS' DETAIL DRIVEWAY'CN' I BS CN BY OTHERS I I 153 5027 y 'w m �I 152 n I Sp28 158 160 I m 5, k 5. INTERIM I v m INTER M � ASPH LT PATCH ASPHALT PATC 34 ASPHALT PATCH 33 31' O I -- -- --- --- - �a ---- - m m 157 F( F- --- 1 - C ni w 159 `�d x 151 RIGHT OF WAY e F �'w'! ■■_■ ■■ ■■� o Y r. G4 5-0 T JU JG' 765 1r _ 70 tT ■ ■ ■„ 175 l., W I , f r - t i , I ■ ■ ■ e 1 r 7C �•-5027 4.64R _ Cl + �� 0.66% o f i� !9 N I �2� 3.47% I N I Qm m 173 1 mm 6nm I I ia, 17 Q 164 163 v 168 169 v m m m 0 1 �__DRIVEWAY'DN' DETAIL DRIVEWAY'DS' DETAIL DRIVEWAY'ES' DI � DS - ES COORDINATE TABLE COORDINATE TABLE c POINT NORTHING EASTING ELEV DESC POINT NORTHING EASTING ELEV DESC POINT NORTHING EASTING ELEV DESC POINT NORTHING EASTING ELEV DESC 2 126507.50 188337.36 5028.24 PCR-FL 3 126507.10 188362.36 5028.01 PCR-FL 147 126512.18 188357.44 5028.34 PCR-FL 148 126515.29 188357.44 5028.45 SW 5 126510.50 188471.76 5027.00 PCR-FL 6 126514.58 188509.74 5026.65 PCR-FL 1491 126521.80 188357.43 50 88.78 PCR-FL 150 1230 6516.02 188476.29 5027.41 PI FL 126464.74 . . PCR-FL . . 26.07 PCR-FL 151 126519.00 188476.08 5027.59 PCR-FL 152 126525.99 188 775.58 5028.00 FL 33 126447.92 188516.72 5026.51 PCR-FL 34 126443.88 188479.10 5026.73 PCR-FL 153 126530.88 188475.22 5028.29 PCR-FL 154 126517.89 188461.69 5028.70 SW 36 126440.44 188340.94 5027.84 PCR-FL 37 126441.15 188296.94 5028.38 PCR-FL 155 126524.77 188461.06 5028.84 PCR-FL 156 126519.01 188504.13 5027.32 PI 38 126441.58 188270.17 5026.75 PCR-FL 39 126442.29 188226.18 5029.43 PCR-FL 157 126524.35 188503.58 5027.84 PCR-FL 158 126529.41 188503.40 5028.51 -FL SW 123 126437.21 188231.10 5029.69 PI -FL 124 126436.71 188231.09 5029.71 SW 159 126525.04 188515.57 5027.24 PCR-FL 160 126530.95 188515.52 5027.36 SW 125 126429.72 188230.98 5029.85 SW 126 126429.81 188224.98 5030.18 SW 161 126439.43 188484.53 5027.04 PCR-FL 162 126438.87 188484.59 5027.06 SW 126436.81 188225.09 5030.04 SW 12 12643666 . 188265.09 5029.15 PI -FL 163 126431.90 18848526 502720 PCR-FL 164 12643132 184 50127 27.48 SW 129 126436.16 188265.08 . . . . 165 . 8478.61 5027.34 PCR-FL 166 126442.43 188512.37 5026.87 PI 131 126429.07 188270.97 5029.47 SW 132 126436.07 186271.08 5029.32 SW 167 1 66441.86 1 88512.43 5026.90 PCR-FL 168 126434.91 188513.26 5027.04 -FL SW 133 126436.07 188301.86 5028.65 PI -FL 134 1 66435.57 188301.85 5028.67 SW 169 126435.62 188519.21 5027.25 PCR-FL 170 126442.57 188518.39 5027.11 SW 135 126428.57 188301.74 5028.81 SW 136 126428.67 188295.74 5029.13 SW 171 126455.39 188594.92 5026.48 PCR-FL 1721 126454.94 188594.99 5026.66 SW 137 126435.66 188295.85 5028.99 SW 138 126435.52 188335.86 6028.23 PI -FL 173 126448.03 188596.12 5026.80 PCR-FL 174 126447.02 188590.21 5026.83 SW 139 126435.02 188335.85 5028.26 SW 140 126428.02 188335.74 5028.40 SW 175 126453.86 1 88589.09 5026.70 PCR-FL 176 126459.04 188 118.64 5026.34 PI 141 126427.92 188341.74 6028.57 SW 142 126434.92 188341.85 5028.43 SW 177 126458.62 188618.71 5026.52 PCR-FL 178 126451.68 188619.67 5026.66 -FL SW 143 126512.42 188342.45 5027.04 PCR-FL 144 126512.92 188342.45 5027.06 PI -FL 179 126452.51 188625.61 5026.62 PCR-FL 180 126459.44 188624.65 15026.48 SW 1451 126515.25 1 188342.53 1 5029.47 1 PCR-FL 1 146 126521.79 1 188342.73 5029.61 SW �� 2 8 7 i .� ;• �. � �� d, �;;`��;` L *v � l�. _ . �' Lr� •., v_ ._ y: CP'� �y.�� i Y. . YA 1 1.' fl� _... �.y 1�; °:. '.. C' �� v� e1. e. ,, '��.>)�, � i .A ti:C .! , �'., N � h. ��. �' � S' S� � n �„'�k3. '.J' f ,1 r, 4i 1p; '% 3 , �. � ' �' POINT NORTHING EASTING ELEV DESC POINT NORTHING EASTING ELEV DESC 15 126535.40 189086.79 5023.53 PCR-FL 16 126534.75 189126.78 5023.33 PCR-FL 17 126534.14 189164.33 5023.14 DR -FL 18 126533.72 189190.32 5023.01 DR -FL 19 126531.48 189327.79 5022.32 DR -FL 20 126530.60 189381.79 5022,05 PCR-FL 23 126467.79 189123.69 5022.98 PCR-FL 24 126468.48 189081.70 5023.23 PCR-FL 231 126540.32 189091.87 5023.83 PCR-FLj 232 126542.32 189091.90 5023.90 SW 2331 126547.82 189091.85 5024.01 SWI 234 126547.92 189085.84 5024.28 SW 2351 126542.42 189085.90 5024.17 SW 1 236 126539.83 189121.86 5023.67 PCR-FL 237 126541.83 189121.90 5023.75 SW 238 126547.33 189121.84 5023.86 SW 239 126547.24 189127.84 5024.07 SW 240 126541.73 189127.90 5023.96 SW 241 126463.39 189086.62 5023.54 PCR-FL 242 126462.89 189086.61 5023.56 SW 243 126455.90 189086.49 5023.70 SW 244 126456.99 189080.51 5023.95 SW 245 126463.00 189080.61 5023.83 SW 246 126462.87 189118.61 5023.35 PCR-FL 247 126462.37 189118.60 5023.37 SW 248 126455.38 189118.49 5023.51 SW 249 126455.29 189123.99 5023.72 SW 250 126462.29 189124.10 5023.58 SW 251 126541.59 189167.45 5023.42 DRIVE 252 126541.26 189187.45 5023.43 DRIVE 253 126534.19 189167.33 5023.17 DRIVE 254 126533.87 189187.33 5023.07 DRIVE 255 126534.13 189195.72 5023.49 DRIVE 256 1 126532.14 189318.13 5022.87 DRIVE 257 126538.61 189330.91 5022.77 DRIVE 258 126531.96 189330.80 15022.37 DRIVE 259 126535.68 189376.87 5022.56 PCR-FL 260 126537.94 189376.90 15022.71 PCR-FL 2611 126537.39 188995.31 5024.491 MEIJ262 1 126546.39 188995.46 15024.67 MB POINT NORTHING EASTING ELEV DESC POINT NORTHING EASTING ELEV DESC 263 126537.29 189001.315023.99 MB 264 126546.29 189001.45 5024.64 MB 265 126537.19 189007.315023.96 MB 266 126546.19 189007.45 5024.61 MB 267 126537.10 189013.315024.40 MB 268 126546.10 189013.45 5024.58 MB 269 126469.40 188994.20 5023.23 MB 270 126461.40 188994.07 5024.39 MB 271 126469.301 189000.20 5023.72 MB 272 126461.30 189000.07 5024.36 MB 2731 126469.201 189006.2015023.691 MBI 274 126461.20 189006.07 15024.33 MB 2751 126469.11 L 189012.20 5024.13 t MBI 276 1 126461.11 189012.07 15024.29 MB _ .. .. .. ., .., r<. s. , •,.� ,,. •. ..... ,. ,.._ ., .... .... -. a. .. o. : a co 3: 5034 0o N oo Ln w 5032 0 0 0 0Oil LA C14 ; j rn o 5030 5028 - - - olVC a _-_ --_-- - 5026 DIVE ; SI E EWALK 5024 _ INTERIA ASPHALT T— 5022 o_ o 0 BIKE NE P OJECT TREET CAPE PROJECT 5020 o o + _I , i Ln N + Ln rri ff-) ++ o rn � l 1 co -t + + 1 +00 1 +25 1 +50 5034 o d o -11 5032 rn 0 00 0 00 0 000, 0 06 o L 5030 5028 -2.7 - - -- 7 - -- 2. 0 .09% �2.00� ___ _ 5026SIDE BIKE PATH 5024 INTERM ASP ALT 5022 U o BIKE NE P OJECT TREETSCAPE PROJECT 5020 0 + Ln r� + Ln r�o + CDo + d; 1 00 ++ cD M* + 1 +00 1 +25 1 +50 5034 Ln DO DO N oo Ln 5032 C6 0 DIJ D6 oo 0 l , 06 o 00ij 0 5030 Lo [5028 - - -1.40 _- _ _ _ 0 ______ 2.0 5.35� � -1. 9% _ ----- - -- 5026 BIK PATH - - - - - 5024 5022 U 0 i i 5020 o + `L Zn , + Mi + l I -� o 00 Itt + + 1 +00 1 +25 1 +50 •' ' ' C�� 287 5034 5032 ,� i o o w� Q0 0 � r�' 0 Ln DO DO N ao C1,11 Cq N w r-- 0 c.0 0 � 0 1 IN o 5030 LO 5028 5026 ---__2,00% BIKE - DRIVE ASH 2.0 - -- -- 89% - - 12.02 0 ;_---- -- _ 5024 5022")' i l - BIKE PATH - i SIDEWALK -- AAA -A PHA -LT TREET CAPE CT -- - NE P OJECT L- , - --�--- PROD -- - ----._ ----- - --------- - - ----- - -- --- -- --- 5020 ' J w LC) fOo + Tn � + CDrn o + + oI + CD T o + IN + + 0+50 0+75 1 +00 1 +25 1 +50 5034 o 5032 r\ 0 L6 0 co 0 1 ; o 5030 5028 ' 5026 2.0 .00%- 5024 BIKE DRIVE PATH SIDEWALK STREETSCAPE 5022 U o BIKE NE PROJECT PROD CT 5020 o + `j- + + + o M ro + I' i i Q 1 D .- CO -t + 1 +00 1 +25 1 +50 5032 d 00 w PIN 5030 cfl 6 rn Co - o ; o 5028 5026 _ - - - - -2J_0 0__ 2.0 -8 03% - -- 5024 BIKE PATH 5022 INT RM A PHALT �---- II 5020 oREEISCAHE 0 BIKE NE P OJECT PROJECT 5018 o o + IN 0 v7 tr) 0 O r7 LMI ' , ' CD iA 0 co N LO 1 +00 1 +25 1 +50 Computer File Information (�R-X� R-X R-X � Sheet Revisions Colorado Department of Transportation Street Address U T' 1420 2ND STREET GREELEY, CO 80631 rIpw�Phone: 11, °E`M`"I?f" `' """"1l111014 Fax: 970-350-2198 f� E ON 4 DJ M As Constructed DRIVEWAY PROFILES Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX No Revisions: mm dd / /yy AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ mm dd YY XXXXX XXX Full Path: L:\JOBS\564020\civil\Phosel\Plonset mm/dd/yy XXXXX XXX Revised: mm/dd/yy Desiner: JDOMINGUEZ 14076 Drawing File Name: DWPR02.DWG mm/dd/yy XXX XXX Det MI. B. JORDAN [Void- mm/dd/yy Sheet Number 19 Acad Ver. R 15.06s Scale: H:1 "=10' V:1 "=5' Units: FEET mm dd / /YY XXXXX XXX Sheet Subset: XXXXXXX Subset Sheets: 2 of 4 287 a CV V ;p KI 1 . PLAN M STANDARD PAGE ... ' NUMBER TITLE NUMBER w [:3 M-100-1 STANDARD SYMBOLS . . . . 1 CI M-203-1 . . . . . . . . APPROACH ROADS ., . . . . . . • • • • • • • • • 2 ED M-203-2 DITCH TYPES . . . . . . . . . . . . . . . . . . . . . . . . . 3 " 1=1 M-203-10 SUPERELEVATION CROWNED HIGHWAYS 4 ED M-203-11 SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT 5 CD M-203-12 SUPERELEVATION STREETS . . . . . . . . . . . . . . . . . . . . 6 0 M-203-13 SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT . . . . . . 7 0 M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) 8-9 .q" 0 M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 10-11 C1 M-208-1 TEMPORARY EROSION CONTROL . . . . . . . . (7 SHEETS) 12-18 a M-210-1 MAILBOX SUPPORTS . . . . . . . . . . . . . . . (2 SHEETS) 19-20 ?. 0 M-214-1 PLANTING DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . 21 ' ED M-412-1 CONCRETE PAVEMENT JOINTS . . . . . . . . . (3 SHEETS) 22-24 O M-506-1 GABIONS AND SLOPE MATTRESS . . 25 L7 M-510-1 STRUCTURAL PLATE CULVERT PIPE H-20 LOADING 26 ED M-601-1 SINGLE CONCRETE BOX CULVERT . . . . . . . (2 SHEETS) 27-28 CI M-601-2 DOUBLE CONCRETE BOX CULVERT . . . . . . . (2 SHEETS) 29-30 M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 `41 CI M-601-10 HEADWALL FOR PIPE CULVERTS . . . . . . . 33 0 M-601-1 1 TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS . . . . . . 34 El M-601-12 HEADWALLS AND CULVERT OUTLET PAVING 35 O M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS 36 M-603-1 METAL AND PLASTIC CULVERT PIPE . . (2 SHEETS) 37-38 M-603-2 REINFORCED CONCRETE PIPE . . . . 39 a M-603-3 PRECAST CONCRETE BOX CULVERT . . . . . . . . . . . . . . . 40 f `tL M-603-10 CONCRETE AND METAL END SECTIONS . . (2 SHEETS) 41-42 r,r O M-604-10 INLET, TYPE C . . . . . . . . . . . 43 € ED M-604-11 INLET, TYPE D . 44 $r' N M-604-12 CURB INLET, TYPE R . . . . . . . . . . . . . . (2 SHEETS) 45-46 r , ED M-604-13 CONCRETE INLET, TYPE 13 . . . 47 O M-604-20 MANHOLES (3' SHEETS) 48-50 IF M-604-25 VANE GRATE INLET WITH FRAME . . . . . . . (5 SHEETS) 51-55 AND CONCRETE APRON 17-1 M-605-1 SUBSURFACE DRAINS 56 x a 0 M-606-1 GUARDRAIL, TYPE 3, W-BEAM . . . . . . (15 SHEETS) 57-71 Y av 0 M-606-12 GUARDRAIL, TYPE 4, CONCRETE BARRIER . . (2 SHEETS) 72-73 ,y 0 M-606-13 GUARDRAIL, TYPE 7, F-SHAPE BARRIER (4 SHEETS) 74-77 f Y 2 {. , a 1 • Com puter rile Information 7. Sheet Revisions " Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX ' Last Modification Date: 02 05 04 Initials: BRJ R—X mm dd YY XXXXX Full Path: L: JOBS 564020 civil Phosel Planset C-R� mm/dd/yy XXXXX Drawing File Name: GESP0I.DWG �—�i� mm/dd/yy XXXXX I Acad Ver. R15.06s Scale: NTS Units: NA R—X mm/dd/yy XXXXX 7,. PLAN M STANDARD PAGE NUMBER TITLE NUMBER M M-607-1 WIRE FENCES AND GATES . . . . . . . . . . . (3 SHEETS) 78-80 O M-607-2 CHAIN LINK FENCE . . . . . (3 SHEETS) 81-83 1:3 M-607-3 BARRIER FENCE . . . . • , . . . 84 O M-607-4 DEER FENCE AND GATES . . . . . (2 SHEETS) 85-86 O M-607-10 PICKET SNOW FENCE . . . . . . . . . . . . . . . . . . . . . . 87 1:3 M-611-1 CATTLE GUARD . . . . . . . . . . . M M-613-1 CONVENTIONAL HIGHWAY LIGHTING O M-613-2 HIGH MAST LIGHTING . . . . . . . I� M-614-1 RUMBLE STRIPS . . . . . . . . . . ED M-615-1 EMBANKMENT PROTECTOR, TYPE 3 1:7 M-615-2 EMBANKMENT PROTECTOR, TYPE 5 1:3 M-616-1 INVERTED SIPHON . . . . . . . . . O M-620-1 FIELD LABORATORY, CLASS 1 . . . ED M-620-2 FIELD LABORATORY, CLASS 2 . . . O M-620-1 1 FIELD OFFICE, CLASS 1 . . . . . . ED M-620-12 FIELD OFFICE, CLASS 2 . . . . . . O M-629-1 SURVEY MONUMENTS . . . . . . . XXX XXX XXX XXX XXX (2 SHEETS) 91-92 (3 SHEETS) 93-95 (2 SHEETS) 96-97 (2 SHEETS) 98-99 ............. 100 ............. 101 ............. 102 ............. 103 ............. 104 ............. 105 • • • . . 106 (2 SHEETS) 107-108 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. Colorado Department of Transportation Street Address i) T 1420 2ND STREET ram., GREELEY, CO 80631 7 Z Phone: 970-350-2126 DEPA�i MfN U aNSP, 1; n'pN Fax: 970-350-2198 D J M f�L.GIUN 4 PLAN S STANDARD PAGE NUMBER TITLE NUMBER O S-612-1 TYPICAL DELINEATOR INSTALLATIONS . . . . . . (5 SHEETS) 109-113 O S-614-1 TYPICAL GROUND SIGN PLACEMENT . . . . . . . . . . . . . . . . 114 0 S-614-2 CLASS I GROUND SIGN INSTALLATIONS . . . . . . . . . . . . . . 115 M S-614-3 CLASS II GROUND SIGN INSTALLATIONS . . . .. . . . . . . . . . 116 ED S-614-4 CLASS III SIGNS, SHEET ALUMINUM PANELS (3 SHEETS) 117-119 0 S-614-5 BREAK —AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS . . . . . . . . . . . . . (2 SHEETS) 120-121 I1 S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS 1E SIGNS . . . . . . . . . . . . . (2 SHEETS) 122-123 O S-614-10 TYPICAL MARKER ASSEMBLY INSTALLATIONS . . . . . . . . . . . 124 ED S-614-11 MILEPOST SIGN AND INSTALLATION . . . . . . . . . . . . . . . . 125 O S-614-12 STRUCTURE NUMBER INSTALLATION 126 (BRIDGE INFORMATION SHEET) 0 S-614-14 FLASHING BEACON AND SIGN INSTALLATION (2 SHEETS) 127-128 O S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATION . . . . . . . . . . . . 129 CI S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS . . . . . . . . . 130 O S-614-22 TYPICAL MULTI -SIGN INSTALLATIONS . . . . . . . . . 131 1:1 S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (5 SHEETS) 132-136 11711 S-614-50 OVERHEAD SIGNS MONOTUBE . . . . . . . . . (12 SHEETS) 137-148 M S-627-1 TYPICAL PAVEMENT MARKINGS . . . . . . . . . r n i uni nu AS rin eeNTRGLS (5 SHEETS) 149-153 C—riT'j i7 3 ....... .. M S-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) & VERTICAL PANELS . . . . . . . . . . . . . . . . . . 164 0 S-630-3 FLASHING BEACON (PORTABLE) DETAILS . . .. . . . . . . . . . 165 UUURAUU DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST M & S STANDARDS OCTOBER 1, 2000 As Constructed No Revisions: mm/dd/yy STANDARD PLANS LIST Revised: mm/dd/yy Designer: J. DOMINGUEZ Void: mm/dd/yy Detailer: B. JORDAN Sheet Subset: XXXXXXX Subset Sheets: 1 of 1 1. N I5, t, Project No./Code AOC M455-060 14076 1 Sheet Number 2 C-1 28l p A p 5032 --- 5030 �- IN IN o Ur o L L6C%4 o C; co o -- - 5028 - I to _ 5026 J U 0 INTERM BIKE _ I I -07 , - j 84 - ----- - 5024 5022 BIKIE PATH I ASPHAT ----....-.-. LANE PROJECT - --- - -- -- 5020 - - - PROJECT 5018 + ' I w + t.n � + o 6 + C i(jrn i N + + i 1 +00 1 +25 1 +50 W DRIVEWAY'G' PROFILE 5030 ro n n o) Lnp Crn w 5028 L6 0 4 4 0 4161 0 ; ci o IN 5026 5024 - - - ---- 2.19170 2.0 91% 1 2.01% _ - 5022 BIKE PATH 5020 I TERM SPHAL- 5018 o 0 BIKE LANE PROJECT I PROJECT 5016 o o + o , I rn w o + t6 + + I 1 N + + 1 +00 1 +25 1 +50 5032 N o ro co w 5030 0 IN IN 0 0; o 0 5028 I 5026 I 1 0.30� 5024 BIK PATH 5022 I TERM ASPHALT 5020 o CD BIKE NE PROJECT ROJEC T 5018 o + J + n + O + Lf C i i D d- � + r— Ln Ln + + 1 +00 1 +25 1 +50 H DRIVEWAY 'H' PROFILE 5030 d- 00 5028 0 0 o N IN 5026 5024 ---- ---- -2-79 --___ _____ - 2.0 _ .g% 2.01 % - --- -- --- - 5022 BIKE PATH 5020 IN TERM ASPHALT 5018 oSIREETSWE 0 BIKE NE PROJECT T R JE 5016 o CD + J i o o IN + n fr) + i i T1 t N LC) + I NO + I 1 +00 1 +25 1 +50 DRIVEWAY 'I' PROFILE DRIVEWAY 'J' PROFILE J Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXx DRIVEWAY PROFILES mm dd Street Address / /yy Last Modification Date: 02 05 04 Initials: BRJ R—X YY XXXXX XXX UT 1420 2ND STREET No Revisions: mm dd AQC M455-060 Full Path: L: JOBS 564020 civil Phosel Planset ® mm/dd/yy XXXXX XXX .A k t :. GREELEY, CO 80631 Revised: mm/dd/yy Designer: J. DOMINGUEZ !,AM14076 " � r ` �'' Phone: 970-350-2126 d d —Drawingm m File Name: DWPR03.DWG / /YY XXXXX XXX °EPN INN Of 'N"VO IIION Fax: 970-350-2198 Detailer: B. JORDAN Acad Ver. R15.06s ScaleAl"=10' v:1"=5' Units: FEET R—X mm/dd/yyl XXXXX jXXX RL-CION 4 DJM Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 3 of 4 Sheet Number 20 C-i 287 .. p .�. . :.. r�w.77 d 0 raj 0 raj CCIN ; rr) <o +— r -) 0 raj 0 - 5028 5026 0 16 r6 0 ff� o CS, CS,O 5024 -1.9 _ 1.50 0 _ _ ___ .- 5022 BIKE PATH I INTE 31KE P TH DRIVE 5020 SIDE ALK M AS HALT CT 5018 E PROJECT BIKE LANE ROJEC 00 BI --- ELAN PROJ STREE SCAPE r� ;0 j PROJECT -- -- -- ----- -- - - - ---- - -- - -- r- 5016 � � -: + --- -- -- - -- r- N In + L0 � T) + LC) c0 c0 + Ln (.fl N + Ln •- + Lr C U( 0-) � + O C0 �f + N C0 + + 0+50 0+75 1 +00 1 +25 1 +50 5030 oo r_ M w 5028 0 0 , r�o o 5026 5024 5022 ------ "-- - -- - --- - - _ O BIK PATH 5020 DRIVE 5018 c� 0 INT RM AS HALT 5016 O O + .__I `1 01 + Ln + LM O + -+- 1 +00 1 +25 1 5030 rn N') n rn O 5028 0 N 0 IN IN N CNJ 0 j ; N o 5026 5024 5022 - - - - 5020 5018 c� 0 INT RM AS HALT 5016 O O + __j 01 i Ln r__ N + LC) r1r) r� + LfIr-- ; 1 O � + + 1 +00 1 +25 1 +50 1 +56 j Computer File Information R—X ®X Sheet Revisions Colorado Department of Transportation Street Address 0T 1420 2ND STREET ..; r GREELEY, CO 80631 :. w -� ' --• Phone: 970-350-2126 °"�°j,', W `° °"'"' °"°" Fax: 970-350-2198 M . C I O N 4 DJ M As Cot Creation Date: 01\09\04 Initials: BRJ mm/dd/yy XXXXX XXX No Revisions: Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX XXX Full Path: L JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX XXX Revised: Drawing File Name: DWPR04.DWG mm/dd/yy XXXXX XXX Void: Acad Ver. R 15.06s Scale: H:1 "=10' V:1 "=5' Units: FEET mm/dd/yyl XXXXX XXX mm/dd/yy mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 4 of 4 1 Sheet Number W - - - - - - - - - 1116 SECTION LINE LU L EXISTING WATER VALVE 0 2D 40 so =) EXISTING SANITARY SEWER MANHOLE I I i --71 Z LU EXISTING TELEPHONE MANHOLE k > EXISTING ELECTRICAL MANHOLE SCALE IN FEET 1603 DETAIL NUMBER —DETAIL REFERENCE SHEET CURB AND GUTTER TYPE 2 CL B SPECIAL (r PAN) ASPHALT PATCH h�1 f I� II 59/ 7 CURB -CUT CURB CHASE 1' CURB CHASE (BY OTHERS) I (BY OTHERS) i SILVER MINE SUBS CURB CHASE 7 CURB -CUT 7 CURB CUT (BY OTHERS) CONCR CROSSPAN I 708 60 DN L14+u CP 0 M x co z L1 1+50 L12+50 mC 10+34 RAISED MEDIAN_( A +50 (TYP'0 5 C ASP 9 DIRECTIONAL RAMPS WITH TYPICAL4- 59 HALT SIDEWA ------ LADDER STRIPED CROSSWALK 7"-"-' 7 777 C1 7 WEST ELIZABETH STREET 10+5) C11+50 02+50_ TYPE 'ATRANSIT STOP R14+50 (BY OTHERS) O ASPHALT PATCH (TYP.) 13+50 10+50 R1 1+ - rO ES if -4 TI, I AS > MATCH EXISnNG FLOWLINE 1; -1 11 CONCR 1 11 F---- FL STA. 9+48.66 CONCRETECROSS N 708 CL STA. 9+49.10 60 Al 0M NEW STORM SEWE SEE GRADING AND DRAINAGE PLAN SHEET FOR INFORMATION r_.� L----� ! I CS) A AE MILLER ENNDTERPRISES (CAMPUS WEST THEATER) �� \ -`-- -""—. I II Lj CAMPUS WEST CAR WASH I ! - i SCHRADER OIL CO WEST ELMABETH STREET Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed WEST ELIZABETH STREET Project No. Code Creation Date: 01\09\04 Initials: BRJ mm/dd/yy XXXXX xxx ROADWAY PLAN Last Modification Date: 02\05\04 Initials: BRJ mm/dd/yy XXXXX xxx Street Address No Revisions: mm/dd/yy AQC M455-060 Full Path: 1 1420 2ND STREET STA 9+00-14+60 L:\JOBS\564020\civil\Phasel\Planset\ mm/dd/yy XXXXX xxx IWA, I GREELEY, CO 80631 Designer: J. DOMINGUEZ F'o— F FRevised: mm/dd/yy ,, 7'F Phone: 970-350-2126 —Drawing File Name: - RDPL02.DWC; mm/dd/yyl xxXxX xxx WAI fON 970-350-2198 Detailer: B. JORDAN 14076 Acad Ver. R15.06s Scale: 1 20' Units: FEET mm/dd/yyl XXXXx jxxx R[ G�10N 4 14 DJ . M Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of .3 Sheet Number 22 1 11 C-1 287 mi .— I mr im R15+00 R16+00 i dL SAINT PAUL'S EPISCOPAL / F I/ U I 2 � o L I/ w a i TEMPORARY EASEMENT FOR CURB CHASE SHRUB REMOVAL AND TREE I/ C ASPHALT SIDEWALK (BY OTHERS) TRIMMING (BY OTHERS)r CURB -CUT r---r 59 I f � i I CONCRETE CURB RAMP _-, --,.� TYPICAL (BY OTHERS) IN 18' CURBwCUT O L17+00 L18+00 L19+0(� -ST ELIZABETH STREET 1610 ENHANCED CONCRETE CROSSWAL ► 59 .M ,., �,. ► YIELD LINES AII �— 8+ -►^~.. C ASPHALT SIDEWALK I YIELD LINES 18' CURB -CUT o R17+00 "'' R18+00 R19+0b- II / 1+ 28• CURB -CUT L20+00 I N I cQi N C20A 00 W J LU 0 LU .- ! —� VNEW STORM SEWER. SEE GRADING AND DRAINAGE PLAN SHEET FOR INFORMATION DIAMOND BR-LIARDS 1 LEGEND SONIC DRIVE INN _ _ _ AT�ROPOSED FLOWLINE PROPOSED CENTERLINE I,�/ EM PROPOSED STORM INLET w I �- - CI DRIVEWAY ENTRANCE ID (A = ENTRANCE, S = SOUTH) SEE SURVEY CONTROL SHEET FOR HORIZONTAL CONTROL SEE DRIVEWAY DETAIL SHEETS I I ■� PUBLIC ACCESS AND UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT NICOL CAMPUS WEST EXISTING RIGHT-OF-WAY - - SECTION LINE I ,„ .1 l� ----- 1/4 SECTION LINE - - - - - - - - - 1116 SECTION LINE EXISTING WATER VALVE , ® EXISTING SANITARY SEWER MANHOLE 1 Q EXISTING TELEPHONE MANHOLE��'�------_-- ® EXISTING ELECTRICAL MANHOLE I I I+ v 1603 — DETAIL NUMBER I 1 ?? — DETAIL REFERENCE SHEET ASPHALT PATCH Computer I Ile Information Sheet F\'evisionS As Constructed WEST ELIZABETH STREET Project No. Code Colorado Department of Transportation ROADWAY PLAN � / Creation Date: 01 \09\04 Initials: BRJ B_n� mm/dd/yy XXXXX XXX R—X mm dd yy XXXXX XXX O Street Address No Revisions: mm/dd/yy STA 14+60-20+20 AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ 0 ) U T 1420 2ND STREET Full Path: L: JOBS 564020 civil Phosel Planset R—X mm/dd/yy XXXXX XXX � y GREELEY, CO 80631 Revised: mm/dd/yy Designer J. DOMINGUEZ 14076 rI It Phone: 970-350-2126 DrawingFile Name: RDPL03.DWG mm/dd/yy XXXXX XXX °�''' "' � 11 " Fax: 970-350-2198 Detailer: B. JORDAN Acad Ver. R 15.06s Scale: 1 " = 20' Units: FEET R—X mm/dd/yy XXXXX XXX I� E �' U N 4 DJ M Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 2 of 3 Sheet Number 23 G-j c 01 -- PROPOSED FLOWLINE PROPOSED CENTERLINE PROPOSED STORM INLET DRIVEWAY ENTRANCE ID (A = ENTRANCE ID, N = NORTH, S = SOUTH) SEE SURVEY CONTROL SHEET FOR HORIZONTAL CONTROL SEE DRIVEWAY DETAIL SHEETS �■ PUBLIC ACCESS AND UTILITY EASEMENT ■■■■■■■■■■■■■■■■ TEMPORARY CONSTRUCTION EASEMENT EXISTING RIGHT-OF-WAY SECTION LINE ----- 1/4 SECTION LINE — — — — — — — — — 1/16 SECTION LINE wv �J EXISTING WATER VALVE 0 20 40 s0 O EXISTING SANITARY SEWER MANHOLE 8 EXISTING TELEPHONE MANHOLE ® EXISTING ELECTRICAL MANHOLE SCALE IN FEET 1603 DETAIL NUMBER 7? — DETAIL REFERENCE SHEET As Constructed WEST ELIZABETH STREET ROADWAY PLAN No Revisions: mm/dd/yy STA 20+20-24+00 Revised: mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: rl C`, 287 I Co A' tt `Y �p L, �t -1 .,. 287 20+20 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 Computer f ile Information R—X R—X Sheet Nevisions Colorado Department of Transportation Street Address 60%* ) 0 7' 1420 2ND STREET 1" E =� GREELEY, CO 80631 , =' °'� Phone: 970-350-2126 "'`"1" "''"'°ON Fax: 970-350-2198 M C U N 4 DJ M As Constructed Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX No Revisions: mm dd / /yy Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX XXX Full Path: L: JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX XXX Revised: mm/dd/yy Drawing°MI File Name: RDPR03.DWG mm/dd/yy XXXXX XXX Void: mm/dd/yy Acad Ver. R 15.06s Scale: H:1 "=20' V:1 "=5' Units: FEET mm/dd/yy XXXXX jXXX ROADWAY PRO STA 20+20 - STA Designer: J. DOMINGUEZ Detailer: B. JORDAN Sheet Subset: XXXXXXX Subset Sheets 14076 3 of 3 Sheet Number 271 C.1 287 ,� 1 287 b?� 4 a Computer f Ile Information Creation Date: 01 \09\04 Initials: BRJ Last Modification Date: 02\05\04 Initials: BRJ Full Path: L:\JOBS\564020\civil\Phosel\Planset\ Drawing File Name: RDXS02.DWG Acad Ver. R15.06s Scale:H:1 =20 V:1 =5 Units: FEET R—X R—X R—X Sheet Revisions Colorado Department of Transportation Street Address )Qr 1420 2ND STREET GREELEY, CO 80631 Phone: 970-350-2126 DU Al "� Fax: 970-350-2198 I E_.�)ION 4 DJM mm/dd/yy XXXXX XXX mm dd yy XXXXX XXX mm/dd/yy XXXXX XXX mm/dd/yy XXXXX XXX mm/dd/yyl XXXXX jXXX No Revisions: Revised: Void: mm/dd/yy mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets 5020 -1 5016 .i 80 5028 5024 5032 5024 I 1131190 2 of 4 1 Sheet Number 291 :j SIDEWALK (13Y OTHERS) INTERIM ASPHALT SIDEWALK Uj Uj CL SIDEWALK (BY OTHERS) INTERIM ASPHALT SIDEWALK INTERIM ASPHALT SIDEWALK As Constructed No Revisions Revised: Void: mm/dd/yy L> :3 Ca 11.00 6.00 10.00 o FURNISHING SIDEWALK 1.00 ZONE (BY OTHERS) rt (VARIES 0-55) 2-3% EXISTING PAVEMENT TO BE INTERIM ASPHALT SIDEWALK REMOVED AND REPLACED BY CITY OF FORT COLLINS FORCES 2' INFLOW CURB AND GUTTER CURB TYPE 2 (SECTION IIB) WEST ELIZABETH STREET TYPICAL SECTION (RIGHT) 2' INFLOW CURB AND GUTTER STA: 21+81 — 22+56 NOTE: BIKE LANE TRANSITIONS FROM STA 21+31 — 21+81 SIDEWALK WIDTH VARIES 7.0' DETACHED 7.5'-8.5' ATTACHED FURNISHING ZONE SEE NOTES VARIES 0.0'-5.5' VARIES 1.0' (MIN) REFER TO ROADWAY PLANS NOTES: 1. CONTRACTOR SHALL INSTALL 3-FOOT WIDE (6 DEPTH) ASPHALT SIDEWALK ADJACENT TO CURB 2. SIDEWALK AND FURNISHINGS SHALL BE CONSTRUCTED BY OTHERS WITH THE CITY OF FORT COLLINS WEST ELIZABETH STREETSCAPE PROJECT. 3. ALL CURB AND GUTTER, AND DRIVEWAY ENTRANCES SHALL BE CONSTRUCTED AS PART OF THIS PROJECT (THE WEST ELIZABETH BIKE LANE PROJECT). TYPICAL SECTIONS mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN mm/da/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 11 Sheet Number 3 287 C - 1 C-� 287 ...... Al� 22+50 5032 LP 5032 5028 5028 5024 03A 5020 27.50 311.5� r27.5 L2 5020 5016 6 OO 6.001 2.0110 501 6 '3. ---------- 6012 5012 -80 -60 -40 -20 0 20 40 60 80 Computer I I e Information Shect Revisions Colorado Department of Transportation As Constructed Project No./Code Creation Date: 01\09\04 Initials: BRJ mm/dd/yy XXXXX XXX ROADWAY CROSS -SECTIONS LYrILnOT Street Address 1420 2ND STREET No Revisions: mm/dd/yy AQC M455-060 Last Modification Date: 02\05\04 Initials: BRJ mrn/dd/yy XXXXX XXX Full Path: L:\JOBS\564020\civil\Phosel\Pianset\ mm/dd/yy XXXXX XXX rwlft�_ � -1 GREELEY, CO 80631 Revised: mm/dd/yy Designer: J. DOMINGUEZ 14076 File Name: RDXS04.DWG mm/dd/yy XXXXX XXX DEPAJ� 14NI O' Phone: 970-350-2126 Fax: 970-350-2198 Detailer: B. JORDAN —Drawing Acad Ver. R15.06s Scale: H: 1 "=20' V: 1 "=5' Units: FEET mm/dd/yyl XXXXX XXX N)LGION 4 DJ Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 4 of 4 Sheet Number 31 287 II I II I I I 11 1 I I �I II I I I 11 1 I I it I I 1 11 I I III 11 1 1 1, 11 I 1 I • II I I i - il I II II I II 1 I I II1 I I I I 1 II 1 I 1 I II I 11 I I I1 I I 1 I I ! I II 1 1 I if I II 1 I 1 1 II I I II I I I I II I I I ' II I I i 11 I J I II II I 1 1 I I I Z II W If i jll , I Q l II 0- If II 1 II _ CONSTRUCT INLET TYPE R SEE DETAIL INLET 1 ; I l ' CURB CHASE (BY OTHERS) 1j; 1 1 I I I , 11 I I // I .ice♦ \ 1 I I -__-_ .� ,SI�,-IT I I i � \� �� h /'y I / _- II i/ I- • I wV II H WEST ELIZABETI 9 f 00 r 10+00 11 +00 CONSTRUCT INLET TYPE R i SEE DETAIL INLET 2 yo ypL9 i 's\ CURB CHASE (BY OTHERS) U 11 I 11 \ 1' 1 I 1 I , _ I I \ \\ 1 I 1 I❑ I I I' I 1 I _ �I I I � DN I' 13+00 ----- ri- - CONSTRUCT INLET TYPE R SEE DETAIL INLET 3 ln mm _ Tn 15 p� 14+00 / i ------------- I -- r------------------- --- r --- _ 1.75°AF — -- - - — Es - —; I -- -- ._ — - V No� r ,� � ow --fir I \. 1 \ I CONSTRUCT INLET TYPE 13 COMBINATION II - U P' SEE DETAIL INLET 4 I I 111-"--F---- ------- --- Cy 1 if fl I 1 1 ! fill, 1 I I II II I 11 \ 1 ��'-- --� 1 11 I II II 1 1 1 yfy 1 \ I 1 1 1 II I II - r. �t � 1 , _ . - , , _ I II 1 , , I II ♦ 1 II if __ ________ A < x if- -- - .. 1 1; I I If I 1 '--- I - - .. 111 Jill Com puter F I I e Inforrnotion Sheet Nevisions As Constructed Creation Date: 01\09\04 Initials: BRJ mm/dd/yy XXXXX XXX Colorado Department of Transportation GRADING AND Project No./Code R_ mm dd Street Address DRAINAGE PLAN N Last Modification Date: 02 05 04 Initials: BRJ � YY XXXXX XXX U7' 1420 2ND STREET No Revisions: mm/dd/yy AQC M455-060 Full Path: L: JOBS 564020 civil Phosel Planset R—X mm/dd/yy XXXXX XXX 1 GREELEY, CO 80631 Designer: J. DOMINGUEZ ` �"' Phone: 970-350-2126 Revised: mm/dd/yy 14076 Drawing File Name: DRPL01.DWG mm/dd/yy XXXXX XXX '" NI N,f ' `'^ Fax: 970-350-2198 Detailer: B. JORDAN Acad Ver. R15.06s Scale: 1 " = 20' Units: FEET R—X mm/dd/yy XXXXX jXXX N f__ ( - ?�C) N 4 DJ M Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 3 Sheet Number 32 n C'1 287 287 Co i r ' y M h i N LLI = lil r4 5023'� �yp yI r. . 0 a y i ■ -------------- ;! zx �1 � !'' � ■ CONSTRI k . � � ■ /■■/fffff�ff/■f■/fffff/ffff/' ---------.-.�. Compute r< File in orrr 01 Creation Date: \09\04 Last Modification Date: 02 05 04 Full Path: L: JOBS 564020 civil PI Drawing File Name: Acad Ver. R15.06s Scale: r � V I Al , y l ' c S. a k F 41 hti t. 1: p b 1 .q4 . a s I i v r 1 � ' �p# 1 I 1 � � k l mm/dd/yy STORM DRAINAGE DETAILS mm/dd/yy -Designer: J. DOMINGUEZ Detailer: B. JORDAN mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: C e Project No./Code AQC M455-060 14076 2 of 2 Sheet Number 361 ^..1 281 t V I 1 7 n S t II f i , y. IF a I ' II ii t ii i' a I i tj '.I li ! I J 1, i i tI W I Q ii � ,CIf II V WELSH, THOMAS II �I f tsl.�.• it I. t TEMPORARY ASPHALT WALK, TYP. t rF' LEGEND • POST TOP LIGHT FIXTURE (N.I.C. BY CITY OF FORT COLLINS LIGHT & POWER) I HIGH MAST LIGHT FIXTURE (N.I.C. BY CITY OF FORT COLLINS LIGHT & POWER) LAYOUT NOTES: 1. COORDINATE IRRIGATION SLEEVE LOCATIONS WITH LANDSCAPE CONTRACTOR FOR ADJACENT PROPERTIES. 2. INSTALL ELECTRICAL JUNCTION BOXES IN LOCATIONS SHOWN ON PLAN AND DETAILS. INSTALL CONDUIT AS PER CITY OF FORT COLLINS LIGHT & POWER DEPARTMENT REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF FORT COLLINS LIGHT & POWER DEPARTMENT FOR TIMING OF INSTALLATION OF HIGH MAST STREET LIGHTS AND POST TOP LIGHT FIXTURES. t I1 SILVER__MINE S_U_B_S_ MCDONALD CORPORATION � a � 3 + + + U ^0 ±_ +o a 14+00 O+ y — 0 Q J a v~ai r n- n v d 10+00 v~i 0 11+00 3+00 0,: - — n WEST ELIZABETH ST. ±� N� I Computer File Information C= Creation Date: 02\26\04 Initials: JM Last Modification Date: 03 31 04 Initials: JM O Full Path:Q:\Projects West Eliz Dw s AutoCAD larch\ Drawing File Name: bho base 2-26-04.DWG 0 Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET I .JIIGGL I\CVI-)IVI IJ I 1 � a t o, 1' I TEMPORARY ASPHALT WALK, TYP. I � 1 i i I I I A AND E MtLLER ENTERPRISES j 1 (CAMPUS WEST THEATER) I 1 i Colorado Department of Transportation AS Constructed ON Street Address O T 1420 2ND STREET No Revisions: GRE�LEY, CO. 80631 Phone: 970-350-2126 FAX: 970-350-2198 Revised: DEPnIz MfM 0! InP NSF ORIAIION Void: REGION 4 DJM D LAYOUT PLAN — WEST Project No./code AQC M455-060 Designer: JM AM 14076 Detailer: CM Sheet Subset: Subset Sheets: 1 of 3 Sheet Number 37 S C A L E: N O R T H 0 10' 20' 40' COLLINS CAMPUS WEST LLC i (PANHANDLERS) �{ M � � I 1 jlII , s J: I J I rna OF +o WEST ELIZAB TH ST r- a d M N 16+0 T!f 00 }----- ^ — D t` J aF o L� 17+001 — —+- II :j r ya, TEMPORARY ASPHALT WALK, TYP, 18100 i\ i I I i\ SAINT PAUL'S EPISCOPAL \ I\ I I \ I i\ i I� i I\ \ I I� I \I O v' I I i o G I I I__ 19+00 c� 0 = Ga <� l J J Vl a U 20100 N Ia— V i M 1 I I 4 ' } II � I +RY I :' TEMPO�T WALK. IYP. 1 4 k A. 1 i NICOL CAMPUS WEST i Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed Project No. Code Creation Date: 02\26\04 Initials: JM 0 P P Street Address LAYOUT PLAN — MIDDLE Last Modification Date: 03 31 04 Initials: JM UT tree 2ND STREET No Revisions: AQC M455-060 Full Path:Q; Projects West Eliz Dw s AutoCAD larch 0 .,,,.6& �,. GREELEY, CO. 80631 Designer: JM AM Phone: 970-350-2126 FAX: 970-350-2198 Revised: 14076 Drawing File Name: bho base 2-26-04.DWG °EF`.'l1k'1N1 °' K1.14SPONWION Detailer: CM Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET REGION 4 DJM Void: Sheet Subset: Subset Sheets: 2 of 3 Sheet Number 38 287 ry � .. - ABBREVIATIONS ABC AGGREGATE BASE COURSE NTS NOT TO SCALE APPR APPROACH NO NUMBER BM BENCHMARK OC ON CENTER CBC CONCRETE BOX CULVERT OD OUTSIDE DIAMETER CDOT COLORADO DEPARTMENT OF TRANSPORTATION OHE OVERHEAD ELECTRIC CIP CAST IRON PIPE PT POINT CENTERLINE PT POINT OF TANGENCY CMP CORRUGATED METAL PIPE PCR POINT OF CURVE RETURN CTV CABLE TELEVISION PCC POINT OF COMPOUND CURVE CONC CONCRETE PVRC POINT OF REVERSE CURVE CTRB CONCRETE THRUST BLOCK PVC VERTICAL POINT OF CURVATURE DIA DIAMETER PRC VERTICAL POINT OF CURVATURE STATION DIP DUCTILE IRON PIPE PVI VERTICAL POINT OF INTERSECTION E EAST PVT VERTICAL POINT OF TANGENCY ELEV ELEVATION RT RIGHT EOA EDGE OF ASPHALT ROW RIGHT—OF—WAY ESMT EASEMENT R RADIUS EXIST EXISTING RCP REINFORCED CONCRETE PIPE FT FEET (FOOT) SAN SANITARY SEWER FHY FIRE HYDRANT STA STATION FL FLOW LINE S SOUTH G GAS SER SERVICE GALV GALVANIZE SHT SHEET HBP HOT BITUMINUS PAVEMENT STL STEEL HP HIGH POINT STM STORM SEWER HPG HIGH PRESSURE GAS S/W SIDEWALK HORZ HORIZONTAL TYP TYPICAL INV INVERT TOP TOP OF PIPE LT LEFT TOW TOP OF WALL LF LINEAR FEET UGE UNDERGROUND ELECTRIC LP LOW POINT UGT UNDERGROUND TELEPHONE LPG LOW PRESSURE GAS VCP VITRIFIED CLAY PIPE LVLD LOVELAND VERT VERTICAL MIN MINIMUM VC VERTICAL CURVE MAX MAXIMUM W WEST N NORTH C0mP uter File Information Sheet Nevisions XXXXX Creation Date: 01\09\04 Initials: BRJ Last Modification Date: 02 05 04 Initials:BRJFull Emm/dd/yy d YY XXXXX Path: L: JOBS 564020 civil Phosel Planset d/yy XXXXX DrawingFile Name: GEN001.DWG mm dd / /YY XXXXX t Acad Ver. R15.06s Scale: NTS Units: NA G—X mm dd yy XXXXX 1 Colorado Department of Transportation XXX ON Street Address XXXidip4ilu 0 T 1420 2ND STREET XXX �At `4 GREELEY, CO 80631 Phone: 970-350-2126 XXX °E` WM`"' `"s`' Fax: 970-350-2-198 XXX NJ GION 4 DJM GENERAL NOTES 1. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS AND SPECIFICATIONS WHICH HAVE BEEN APPROVED BY THE OWNER. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PEOPLE OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, TECHNICAL SPECIFICATIONS AND THE CITY OF FORT COLONS DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS. ALL WORK WILL BE INSPECTED AND APPROVED BY THE OWNER REPRESENTATIVE. 5. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY THE CONTRACTOR'S CONSTRUCTION. THE CONTRACTOR SHALL PROPERLY BARRICADE THE CONSTRUCTION SITE UNTIL CONSTRUCTION IS COMPLETE. UTILITIES 1. UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL CALL 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS (NOT INCLUDING INITIAL DAY OF CONTRACT) PRIOR TO ANY DIGGING. 2. ALL UTILITY ADJUSTMENTS WILL BE CONSTRUCTED BY CONTRACTOR, UNLESS OTHERWISE NOTED IN THE PLANSET. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR, AT THE CONTRACTOR'S OWN EXPENSE, SHALL PROTECT ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION AND SHALL HOLD THE CITY AND ENGINEER HARMLESS FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF EXISTING UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. EARTHWORK 1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED AND WILL NOT BE PAID FOR SEPARATELY. 2. DEPTH OF MOISTURE — DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS BASES OF CUTS AND FILLS 0.5 FOOT BASE OF ALL ROADWAY PAVEMENT, CURB do GUTTER, VALLEY GUTTER, DRIVEWAYS, AND SHOULDER AREAS TO A 6 INCH DEPTH. 3. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T180. 4. ALL EXCAVATED MATERIAL NOT USED, WILL BE DISPOSED OF BY THE CONTRACTOR. THE WORK WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE INCLUDED IN THE WORK. CONSTRUCTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION. 2. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING DRIVES, FENCES, RETAINING WALLS, TREES, VEGETATION, ETC. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITHIN 24 HOURS OF NOTIFICATION BY THE OWNER. 3. THE CONTRACTOR IS ADVISED THAT ALL TREES AND SHRUBS ARE TO REMAIN UNLESS SPECIFICALLY NOTED TO BE REMOVED IN THE PLANS. CARE SHALL BE TAKEN TO PROTECT ALL TREES AND SHRUBS FROM DAMAGE DURING CONSTRUCTION. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 4. NO WORK SHALL BE BACKFILLED UNTIL CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLING BY THE CITY REPRESENTATIVE. 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ASPHALT PAVING AND ANY UNSUITABLE MATERIALS IN COMPLIANCE WITH SECTION 200 OF C.D.O.T. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," DATED 1999. 6. THE CONTRACTOR SHALL PROVIDE A CERTIFIED SCALE AND CERTIFIED WEIGHER AT THE POINT OF LOADING FOR ALL AGGREGATES, CEMENT, FLY ASH, AND WATER DELIVERED TO THE PROJECT. A CERTIFIED TICKET SHALL BE PROVIDED FOR EACH LOAD OF MATERIAL DELIVERED TO THE PROJECT. THE TICKET SHALL SHOW GROSS, TARE AND NET WEIGHTS. THE CONTRACTOR SHALL NOT DELIVER ANY LOAD EXCEEDING THE LEGAL WEIGHT LIMIT. DELIVERY OF ANY OVERWEIGHT LOADS MAY RESULT ON WITHHOLDING OF MONTHLY PAYMENT FOR THE RELATED ITEM. 7. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS AND COVER COAT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: ` AGGREGATE BASE COARSE (CLASS 6) ® 133 POUNDS PER. CU. FT. BITUMINOUS PAVEMENT ® 148 POUNDS PER. CU. FT. TACK COAT DILUTED EMUL. ASPH. (SLOW SETTING) ® 0.05 GALS. PER SO. YD. 8. THE METHOD OF PAVEMENT MARKING REMOVAL SHALL BE AS APPROVED BY THE ENGINEER. GRINDING SHALL NOT BE PERMITTED, UNLESS APPROVED BY THE CITY. 1n As Constructed GENERAL NOTES Project No./Code No Revisions: mm/dd/yy AQC M455-060 Revised: mm/dd/yy Designer: J. DOMINGUEZ 14076 Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 1 Sheet Number Elm 87 i II ` I ;I PLANT NOTES: 1. MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE. I 2. TREES TO BE BALLED AND BURLAPPED. 3. SHRUB BEDS SHALL BE MULCHED WITH SPECIFIED BARK MULCH PLACED OVER SPECIFIED WEED BARRIER. i; 4. QUANTITIES PROVIDED IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITIES SHOWN ON PLAN. 5. A FREE PERMIT MUST BE OBTAINED FROM THE C(TY FORESTER BEFORE TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT—OF—WAY. 6. FIELD LOCATE UTILITIES PRIOR TO PLANTING. { -- - - 7. MAINTAIN THE FOLLOWING SEPARATIONS: TREES — 10' FROM ALL WATER AND SEWER MAINS AND SERVICES . {f, �.`' SHRUBS — 4' FROM ALL WATER AND SEWER MAINS AND SERVICES W 8. ALL TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND ftr,. SEEDED WITH A BLEND OF 70% FESCUE, 30% BLUEGRASS SEED. ALL SHRUB Q I i' AREAS DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND REPAIRED WITH E PLANT LIST KEY BOTANICAL NAME COMMON NAME SIZE ROOT QUANTITY DECIDUOUS CANOPY TREES GL SK GLEDITSIA TRIACANTHOS INERMIS' SKYLINE' SKYLINE HONEYLOCUST 2" CAL. BB 2 TOTAL 2 SHRUBS JU WI JUNIPERUS HORIZONTALIS 'WILTONII' WILTON CARPET JUNIPER 5 GAL. CONT. 77 TOTAL 77 LANDSCAPE ITEMS UNIT QUANTITY SEED SF 8842 SOIL PREPARATION SF 11037 WOOD MULCH SF 2195 MULCH TO MATCH XI ING. WELSH, THOMAS i 9. RESEEDING IS ONLY REQUIRED IF PHASE TWO (CITY OF FORT COLLINS WEST Ij ELIZABETH BIKE LANES AND STREETSCAPE IMPROVEMENTS PROJECT #30522000) J Q DOES NOT OCCUR. a. , MCDONALD CORPORATION TEMPORARY ' j'- ASPHALT WALK, TYP. , IT li , 10+00 —• ' "". — WEST EL �- �- 1 1 +00 IZABETH ST. , I ,I i II i ' I I I III � li I Computer File Information Creation Date: 02\26\04 Initials: JM Last Modification Date: 03 31 04 Initials: JM Full Poth:Q: Projects West Eliz\Dw s AutoCAD larch Drawing File Name: bho base 2-26-04.DWG Acad Ver. R2004 Scale:1 = 20 ' Units: FEET Sheet Revisions 13+00 y, 1 w at �� t -fdyfl' TEMPORARY i r�tahala,,,,ASPHALT WALK, TYP. i i I i ! d A AND E MILLER ENTERPRISES (CAMPUS WEST THEATER) Colorado Department of Transportation As Constructed Street Address U T 1420 2ND STREET No Revisions: GREELEY, CO. 80631 Phone: 970-350-2126 FAX: 970-350-2198 Revised: MV-fj 9M Of iW,NSPOWATION REGION 4 DJM Void: 1 i I t �— n r_ Z T7m a CA 14+0� O SONIC DRWE INN PLANTING PLAN — WEST Project No./Code AQC M455-060 Designer: JM AM 14076 Detailer: CM Sheet Subset: Subset Sheets: 1 of 3 Sheet Number 40 r �_ 287 q' �' " 1 ,. {{ :i+,: 3 .. p u Y 4. ,t � _'..�._� n ,4 k t r a x; 4 • Ye z y � i k. k W , \ 1. STAKE DECIDUOUS TREES UP TO AND INCLUDING 3" CAL. DO NOT STAKE CONIFERS. 2. REMOVE STAKING AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. / 3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. 4. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED NO LATER THAN 12 MONTHS AFTER PLANTING. 5. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOTBALL. 1" WIDE WEBBING WITH GROMMETS GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK 1 FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. 13"X24" JUNCTION BOX (RE: ELEC. USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE. I DWGS.), INSTALL ADJACENT TO BACK o TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS CENTER OF POLE LIGHT OF CURB AS SHOWN F LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. (BY -OTHERS) PLANT TREE 1"-2" HIGHER THAN SURROUNDING SOIL I Z AND TAPER MOUND BACK INTO EXISTING GRADE MULCH RING ro . I 1 I1 . INSTALL SPECIFIED BACKFILL M i III — REMOVE MIN TOP 2/3 OF WIRE BASKET PULL BACK ALL BURLAP AND CUT ALL STRINGS 2X DIA. ROOTBALL 1 \TREE PLANTING IN TURF AND MEDIAN AREAS 43 7 TOP OF MULCH r 8" PIPE //_3 MEDIAN SHRUB PLANTING 43 NOT TO SCALE 4111 _ .� =1 6" MOUNTABLE CURB TOP OF PAVEMENT NON -WOVEN GEOTEXTILE FABRIC �I �I �I z w g J d 0 a 1 �- w Z) 0 0} W "I 1-1 w z w w U 2 JUNCTION BOX LOCATION DETAIL 43 Vv BOTTOM - EDGE OF PLANTING AREA. ER AME" CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 2". NOT TO SCALE FACE OF CURB BACK OF CURB NOT TO SCALE Computer File Information o o o Sheet Revisions Colorado Department of Transportation Street Address 6 & 4UT 1420 2ND ST. wry, ", GREELY, COLORADO 80631 °M`"'''" "' °' """s``"'""°'� Phone: 970-350-2126 FAX: 970-350-2198 REGION 4 DJ M As Constructed SITE AND PLANTING DETAILS Project No./Code Creation Date: February 26, 2004 Initials: CM No Revisions: AQC M455-060 Last Modification Date: March 31, 2004 Initials: CM Full Path: Q:/Projects/WEliz/Dwgs/cd/Details/Detail Layout.dwg Revised: Designer: AM, JM 14076 DrawingFile Name: Detail La out.dw Detailer: CM Void: Sheet Number 43 Acad Ver. 2004 Scale: NTS Units: NTS Sheet Subset: Subset Sheets: of t r— 1 , I% GENERAL DESCRIPTION A FULLY AUTOMATED BUBBLER IRRIGATION SYSTEM WILL IRRIGATE TREES AND SHRUBS IN THE MEDIAN IMPROVEMENT AREAS. 6—INCH POP—UP STREAM BUBBLERS WILL BE UTILIZED FOR IRRIGATION AT THIS PROJECT. POTABLE WATER WILL BE USED FOR IRRIGATION. THE 3/4—INCH IRRIGATION TAP WILL BE FROM AN EXISTING 8—INCH WATER MAIN IN THE STREET. THE 3/4—INCH IRRIGATION WATER METER WILL BE A REMOTE —READ METER INSTALLED IN ACCORDANCE WITH CITY OF FORT COLLINS WATER DEPARTMENT STANDARDS. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SEGMENTS OF THE MAINLINE FOR WINTERIZATION, REPAIRS, AND MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED AT EACH MEDIAN FOR INCIDENTAL WATERING. INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 65 PSI AT A DISCHARGE OF 10 GPM AT THE 3/4—INCH WATER METER LOCATION. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES BETWEEN THESE ASSUMPTIONS AND ACTUAL SITE CONDITIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE COLORADO DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE LOCATION AND MARKING ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES AND EXISTING IRRIGATION SYSTEMS WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS OR UNDER HARDSCAPE SURFACES FOR GRAPHIC CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE CONTRACTING OFFICER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL BUBBLERS. C. TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE EL AND GATE VALVE, FOR COMPATIBLE OPERATION OF THE QUICK COUPLING VALVES SHOWN ON THE DRAWINGS. 7. SELECT NOZZLES FOR STREAM BUBBLERS WITH ARC PATTERN THAT PROVIDES COMPLETE AND UNIFORM COVERAGE WITHOUT OVER SPRAY ONTO ADJACENT STRUCTURES, HARDSCAPES, AND NON —IRRIGATED SURFACES. TO MINIMIZE OVER SPRAY, PRESSURE COMPENSATING NOZZLES OR PRESSURE COMPENSATING SCREENS MAY BE USED IF UNIFORM LATERAL PRESSURE CANNOT BE ATTAINED WITH PRESSURE ADJUSTMENT AT THE REMOTE CONTROL VALVE. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH STREAM BUBBLER NOZZLE TO PROVIDE THE BEST PERFORMANCE AND COVERAGE UNIFORMITY. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR IRRIGATION PIPING AND WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH CITY OF FORT COLLINS STREETS MAINTENANCE DEPARTMENT AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED, REQUIRES HORIZONTAL BORING BY THE CONTRACTOR. SIZE SLEEVES AS NOTED ON DRAWINGS, OR AT LEAST TWICE THE AGGREGATE DIAMETER OF ALL PIPES AND WIRES CONTAINED WITHIN THE SLEEVE. LEGEND SLEEVING: INSTALL 6" DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND LOW VOLTAGE WIRE CONDUIT MAINLINE PIPE: CLASS 200 PVC (SIZE AS INDICATED ON DRAWING) LATERAL PIPE TO BUBBLERS: CLASS 200 PVC (3/4—INCH SIZE UNLESS OTHERWISE INDICATED) •—S[)— EXISTING CITY STORM DRAIN — W — 8—INCH EXISTING CITY WATER MAINLINE — K — 3/4—INCH TYPE K COPPER PIPE WITH WROT COPPER FITTINGS — C — 1.5—INCH SCH 40 PVC CONDUIT FOR ELECTRICAL CONDUCTORS - UNCONNECTED PIPE CROSSING —I �-- POINT —OF —CONNECTION (P.O.C.) ASSEMBLY (3/4" TAP LOCATION) ❑P ELECTRICAL HAND —HOLE PULL BOX (REFER TO STREET LIGHTING PLANS) Q 3/4" IRRIGATION WATER METER; INSTALL AMR RADIO REMOTE READ METER PER CITY OF FORT COLLINS STANDARDS O WINTERIZATION ASSEMBLY N BACKFLOW PREVENTION ASSEMBLY ® ISOLATION GATE VALVE ASSEMBLY MASTER VALVE ASSEMBLY &1 REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER LATERALS RAIN SHUT—OFF DEVICE Q QUICK COUPLING VALVE ASSEMBLY e o POP—UP STREAM BUBBLER: RAIN BIRD 1806—MPR SERIES W/ 5-13 SERIES STREAM BUBBLER NOZZLE PRESSURE: 30 PSI RADIUS: 5 FEET FLOW (GPM): Q — 0.5 H — 1.0 Q IRRIGATION CONTROLLER ASSEMBLY: IRRITROL MC-12 PLUS—B 12 STATIONS, 10 USED /INDICATES CONTROLLER AND CONTROLLER STATION NUMBER 1 0 /INDICATES LATERAL DISCHARGE IN GPM 1. 10 iINDICATES REMOTE CONTROL VALVE SIZE IN INCHES BUB �BUB = BUBBLER LATERAL FLAG NOTES O IRRIGATION POINT —OF —CONNECTION COORDINATE WITH CITY OF FORT COLLINS WATER DEPARTMENT FOR PROVISION OF 3/4—INCH TAP FOR IRRIGATION FROM EXISTING 8—INCH POTABLE WATER MAIN AT THIS APPROXIMATE LOCATION. PROVIDE EXCAVATION AND BACKFILL FOR PIPING AND TAP INSTALLATION. PROVIDE AND INSTALL 3/4—INCH IRRIGATION WATER METER IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. THE SYSTEM DESIGN ASSUMES A DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 65 PSI AT A DISCHARGE OF 10 GPM AT THE POINT OF CONNECTION. FIELD VERIFY PRESSURE AND FLOW AVAILABILITY PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES BETWEEN THESE DESIGN PARAMETERS AND ACTUAL FIELD CONDITIONS IN WRITING TO THE OWNER'S REPRESENTATIVE. 20 INSTALL IRRIGATION CONTROLLER, ENCLOSURE, AND RAIN SHUT—OFF DEVICE AT THIS LOCATION AS DETAILED. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH THE CITY OF FORT COLLINS REPRESENTATIVE. O3 INSTALL TWO EXTRA AWG #14-1 CONTROL WIRES AND ONE EXTRA AWG #12-1 COMMON WIRE FROM THE CONTROLLER TO THIS LOCATION FOR USE AS SPARE WIRE IN CASE OF CONTROL WIRE FAILURE. SEAL WIRE ENDS WATER TIGHT AND CONTAIN IN 10—INCH ROUND VALVE BOX. PROVIDE A 3—FOOT COILED LENGTH OF EACH SPARE WIRE IN ALL REMOTE CONTROL VALVE BOXES ALONG ENTIRE WIRE ROUTING. 40 IRRIGATION PIPE AND VALVES MAY BE SHOWN OUTSIDE OF THE PLANTING AREA IN THE HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED MEDIAN AREA. �5 COORDINATE WITH FORT COLLINS LIGHT AND POWER REPRESENTATIVES AND PROVIDE CONNECTION TO 120 VAC ELECTRICAL SERVICE AT STREET LIGHT HAND —HOLE. INSTALL #12-2 W/GROUND ELECTRICAL CONDUCTORS WITHIN CONDUIT FROM HAND —HOLE LOCATION TO CONTROLLER IN ACCORDANCE WITH LOCAL CODES. O6 COORDINATE WITH CITY OF FORT COLLINS REPRESENTATIVES FOR LOCATION AND MARKING OF EXISTING SHALLOW STORM DRAIN PIPING THAT WILL REMAIN IN PLACE. AVOID CONFLICTS BETWEEN STORM DRAIN SYSTEM AND IRRIGATION SYSTEM INSTALLATION IN THIS AREA. 70 PRESERVE AND PROTECT EXISTING SITE CONDITIONS, AND REPAIR OR REPLACE ANY SURFACES, UTILITIES, SYSTEMS OR SITE IMPROVEMENTS DAMAGED BY IRRIGATION CONSTRUCTION TO MATCH EXISTING SITE CONDITIONS. IRRIGATION QUANTITIES CONTRACT ITEM NUMBER CONTRACT ITEM UNIT NUMBER 623 IRRIGATION TAP AND WATER METER (3144NCH) L.S. 1 623 ELECTRICAL SERVICE CONNECTION, WIRE, EXCAVATION, AND BACKFILL L.S. 1 623 BACKFLOW PREVENTER ASSEMBLY WITH ENCLOSURE L.S. 1 623 WINTERIZATION ASSEMBLY L.S. 1 623 MASTER VALVE ASSEMBLY L.S. 1 623 ISOLATION GATE VALVE (1.25") Ea. 3 623 QUICK COUPLING VALVES Ea. 3 623 IRRFTROL CONTROLLER ASSEMBLY (12 STATION) WITH ENCLOSURE L.S. 1 623 1" REMOTE CONTROL VALVE ASSEMBLY (INC. LOW VOLTAGE WIRE) Ea. 10 623 1.25" CLASS 200 PVC PIPE (MAINLINE) L.F. 920 623 314" CLASS 200 PVC PIPE (LATERAL) L.F. 530 623 POP-UP BUBBLERS (RAIN BIRD 1806) Ea. 90 623 6" CLASS 50 D.I. PIPE (SLEEVING) L.F. 730 623 RAIN SHUT-OFF DEVICE - MINI CLICK 11 Ea. 1 623 3/4" TYPE K COPPER TUBING L.F. 20 623 1.5" SCH 40 PVC CONDUIT L.F. 750 Aqua Engineering, Inc. Irrigation System Design, Water Management, and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 Computer File Information O O O O Sheet Revisions Colorado ar De tment of Transportation p P pT 1420 2ND STREET NWr" - GREELEY, CO 80631 .. .�.R.�r k ""� PHONE: 970-350-2126 DEP�I M�'� °"� FAX: 970-350-19198 REGION 4 DJ M As Constructed MEDIAN IRRIGATION LEGEND AND NOTES ec Prot No. Code / Creation Dote: 02/19/04 Initials: KSB No Revisions: AQC M455-060 Last Modification Date: 03 30 04 Initials: KSB Full Path: o:\BHA\west Eli zabeth\PC—WestElizobeth.dwg Revised: Designer: DGM 14076 Drawing File Name: PC—WestEliizobeth.dwg Detailer. KSB [Void: Sheet Number 44 Acad Ver. R 15.06s Scale: H:1 "=20' V:1 "=5' Units: FEET Sheet Subset: Subset Sheets: 1 of 6 C�� 287 REFERENCE SHEET IR-C FOR LEGEND AND FLAG NOTES I a i. Y 1 I IrrI �.�y i � I I�� ', ti� ice`--"- _._._ � ''• %/f � - 1� �` Y': �p'v/: i' _ L .r,�.}4,j _ .._._._. /� �{.I y`-__-.* _�. .... .-._._i_. � `� _ ..41i� �„�� -� Q Y 1 , --mow 1 i it •�' I N (� < 5 a „ - .t .. - Imo_ �-'r _ �_:--""'�-^,,,"'� I m Pd ��.__ : 1 _;p,. -, ,-�11"-^--."'"" � m Ln ., Via♦-+�'�f• .... _... -. - r.. .... .. .. ... ._. .. .. - - - � - -a---- w w w w` w w w w w w w w w Computer File Information — nt+ —c w" w w w -`Gw W o _. O J ---- -- _. Creation Date: 02/19/04 Initials: KSB Last Modification Date: 03 30 04 Initials: KSB Full Path: 0:\13HA\West Elizabeth\P—WestElizobeth.dwg Drawing File Name: P-WestErizobeth.dwg Acad Ver. R 15.06s Scale: H:1 "=20' V.1 "=5' Units: FEET Sheet Revisions Colorado Department of Transportation �) T 1420 2ND STREET GREELEY, CO 80631 PHONE: 970-350-2126 ►� ram..._ r�..��_->�� AJ'W " "� `r��"11QN FAX: 970-350-2198 REGION 4 DJM As Constructed No Revisions: Revised: Void: 20' 0' 10' 20' 40' SCALE MUST MEASURE t INCH OR DRAWING IS NOT TO SCALE. MEDIAN IRRIGATION WEST Designer: Detoiler: Sheet Subset: DGM KSB Subset Sheets Aqua Engineering, Inc. 19 Irrigation System Design, Water Management, and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 Project No./Code AQC M455--0,60 14076 2 of 6 1 Sheet Number 45 C-1 2 8 7' t� V REFERENCE SHEET IR-C FOR LEGEND AND FLAG NOTES . w - -.w--.__-..- -- _ - _�.IN I .V A i Fr I rw. seal+,ls I 20' 0' 10' 20' 40' SCALE MUST MEASURE I INCH OR DRAWING IS NOT TO SCALE. Aqua Engineering, Inc. 0 Irrigation System Design, Water Management, 14803 and Water Feature Engineering Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 Computer File Information 0 Sheet Revisions Colorado Department of Transportation 611�QTI1420 2ND STREETNo W� „L�... GREELEY, CO 80631 PHONE: 970-350-2126 06��' °� 01^' FAX: 970-350-2198 REGION 4 DJ M As Constructed MEDIAN IRRIGATION MIDDLE Project No./Code Creation Date: 02/19/04 Initials: KSB Revisions: AQC M45-060 Last Modification Date: 03 30 04 Initials: KSB\ Full Path: 0:\BHA\west Elizabeth P—WestElizobeth.dw e Revised: Designer: DGM 14076 P—WestElizabeth.dw Drawing File Name: e Detailer: KSB Void: Sheet Number 46 Acad Ver. R 15.06s Scale: H:1 "=20' V:1 "=5' Units: FEET Sheet Subset: Subset Sheets: 3 of 6 N W a� w 1: zrn J W xw- —w w = W W ► _— ..._. w w w w - REFERENCE SHEET IR-C FOR LEGEND AND FLAG NOTES 20' 0' 10' 20' 40' SCALE MUSr MEASURE i NCH OR DRANNG IS NOT TO SCALE. Aqua Engineering, Inc. Irrigation System Design, Water Management, lieand Water Feature Engineering 4803 Innovation Drive Fort Collins. Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 Computer File Information O � Sheet Revisions Colorado Department of Transportation 60bI2O T 1420 2ND STREET GREELEY, CO 80631 I.I.� PHONE: 970-350-2126 � REGION OvN 4 FAX: 970-350-2198 DJ M As Constructed MEDIAN IRRIGATION EAST Project No./Code Creation Date: 02/19/04 Initials: KSB Last Modification Date: 03 30 04 Initials: KSB No Revisions: AQC M455-060 Full Path: 0:\BHA\west Elizabeth\P—WestElizabeth.dwg Revised: Designer: DGM 14076 DrawingFile Name: P—WestElizabeth.dwg Detailer: KSB Acad Ver. R 15.06s Scale: H:1 "=20' V:1 "=5' Units: FEET Void: Sheet Number 47 Sheet Subset: Subset Sheets: 4 of 6 i C-1 287 BACKFLOW PREVENTER ENCLOSURE: BPD112"X24"x32" GUARDSHACK MODEL GS-2 BACKFLOW PREVENTION DEVICE: FEBCO MODEL 825YA OR EQUAL WITH FULL PORT BRONZE BALL VALVES, 3/4—INCH SIZE TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) CL200 PVC PIPE SLEEVE (1 OF 2) 4—INCH THICK CONCRETE PAD 6—INCHES LARGER IN ALL DIMENSIONS THAN ENCLOSURE FINISH GRADE/TOP OF MULCH COPPER TEE WITH SCHRAEDER VALVE 1.25—INCH COPPER MAINLINE TO WINTERIZATION ASSEMBLY 1.25—INCH TYPE K COPPER FROM WATER METER NOTES: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE. 2. EXTEND CONCRETE BASE MINIMUM 12—INCHES BEYOND ENCLOSURE. BACKFLOW PREVENTION ASSEMBLY MASTER VALVE ASSEMBLY Computer File Information Creation Date: 02/19/04 Initials: KSB Lost Modification Date: 03 30 04 Initials: KSB Full Path: 0:\BHA\West Elizabeth\details\PD—WestElizabeth.dwg Drawing File Name: PD—WestElizabeth.dwg Acad Ver. R 15.06s Scale: H:1 "=20' V:1 "=5' Units: FEET VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH 3/4—INCH THREADED PVC CAP 3/4—INCH MALE ADAPTER 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 3/4—INCH COPPER PIPE (LENGTH AS REQUIRED) BRICK (1 OF 2) COPPER FEMALE ADAPTER 1.25—INCH CLASS 200 PVC MAINLINE PIPE TO GATE VALVE AND MASTER VALVE SCH 40 PVC MALE ADAPTER COPPER PIPE (LENGTH AS REQUIRED) COPPER TEE COPPER PIPE FROM BACKFLOW PREVENTION ASSEMBLY NOTE: 1. FURNISH NOMINAL PIPE, AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. i N \ 2 'ON ASSEMBLY � FINISH GRADE/TOP OF MULCH VALVE BOX EXTENSION: ARMOR 190110 (HEIGHT AS REQUIRED) 30—IN LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER: ARMOR 190106 1—INCH MASTER VALVE VALVE: GRISWOLD 2030 1.25—INCH CL200 PVC MAINLINE BRICK (1 OF 4) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL PVC SCH 40 REDUCING MALE ADAPTER 0 VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH QUICK COUPLING VALVE: RAIN BIRD 5LRC STAINLESS STEEL GEAR CLAMPS (1 OF 2) PVC SCH 80 NIPPLE (6—INCH LENGTH) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 2) PVC SCH 40 STREET EL PVC MAINLINE PIPE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 EL 2"x2"x24" REDWOOD STAKE NOTES: 1. FURNISH FITTINGS AND PIPINGNOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VAE INLET SIZE. JICK COUPLING ASSEMBLY c Sheet Revisions Colorado Department of Transportation O T 1420 2ND STREET GREELE" CO 80631 PHONE: 970-350-2126 °E`"'°"r"7 of "`""s`°"'""°" FAX: 970-350-2198 REGION 4 DJM As Constructed No Revisions: Revised: Void: FINISH GRAIRE/TOP OF MULCH VALVE BOX WITH COVER: ARMOR 181104 6—INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 4) THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON —RISING STEM: NIBCO T113 OR EQUAL PVC MAINLINE PVC SCH. 40 MALE ADAPTER NOTES: (1 OF 2) 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. LATION GATE VALVE ASSEMBLY _. SHED GRADE OF �RDSCAPE SURFACE EVE FOR PIPE AND CONDUIT 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS — NOT ALONG ITS LENGTH. 2. COORDINATE SLEEVING AND CONDUIT INSTALLATION TO AVOID CONFLICTS WITH SURFACE AND STREET CONSTRUCTION AND UTILITIES IN ACCORDANCE WITH LOCAL CODES. 3. REFER TO CITY OF FORT COLLINS STREET IMPROVEMENT AND UTILITY STANDARDS FOR BACK FILL AND COMPACTION REQUIREMENTS UNDER STREETS. PROVIDE SAND ENVELOPE AND FLO—FILL AS REQUIRED BY CITY STANDARDS. 4. REFER TO LARIMER COUNTY URBAN AREA STREET STANDARDS SECTION 22.2.3 FOR FLOWABLE FILL SPECIFICATIONS. 6 TYPICAL SLEEVING IN STREETS INSTALLATION Aqua Engineering, Inc. 19 Irrigation System Design, Water Management, and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668. FAX (970) 226-3855 MEDIAN IRRIGATION DETAILS uesl ner: DGM Detailer: KSB Sheet Subset: Subset Sheets: Project No./Code AQC M455-060 14076 5 of 6 Sheet Number 48 6�1 287 287 4p :. 4' BUBBLER REMOTE CON VALVE ASSEMBLY 30—INCH LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) CHRISTY ID TAG REMOTE CONTROL VALVE: HARDIE 700 SERIES (SIZED AS SHOWN) FINISH GRADE/TOP OF MULCH SPARE WIRE (1 OF 2) VALVE BOX WITH COVER: CARSON MODEL #1419-12-4 PVC SCH 40 EL PVC BALL VALVE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND SCH 40 EL PVC MAINLINE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE PVC SCH 40 UNION 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL am IRRITROL MC —PLUS IRRIGATION CONTROLLER ASSEMBLY. INSTALL WITHIN STAINLESS STEEL STRONG BOX MODEL #SB-18SS WITH CSA ASSEMBLY (SEE PLAN FOR NUMBER OF STATIONS) 1—INCH SWEEP EL AND CONDUIT WITH 115V POWER CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES 2—INCH CONDUIT FOR GROUND SLOPE TO DRAIN TYPICAL CONTROL WIRE MIN. SPLICE WITH WATER PROOF CONNECTION, ID LABEL 2.. AND 30—INCH LINEAR LENGTH AF1 OF WIRE, COILED II I 1. FINISHED GRADE l l: 1 1 I. 6 MIN. I l .: a r-I I ,.. _. _ ...'- . I l,'.\// 12—INCH STANDARD VALVE BOX WITH COVER BRICK (1 OF 4) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 3—INCH SWEEP EL CONDUIT FOR CONTROL WIRES CONCRETE FOOTING NOTE: 1. INSTALL A 12—INCH STANDARD VALVE BOX AT END OF CONTROL WIRING SLEEVE. CONNECT WIRE FROM SPLICE TO TERMINAL STRIP IN ENCLOSURE. LOCATE VALVE BOX ON BACKSIDE OF ENCLOSURE. POP-UP STREAM BUBBLER ASSEMBLY 12" DEEP H GRADE MENT OR CURB '—UP STREAM BUBBLER: RAIN BIRD 1806 —INCH SCH 40 MARLEX TREET EL (1 OF 2) " X 12" SCH 80 PVC IIPPLE —INCH SCH 40 MARLEX TREET EL (1 OF 2) 1 40 PVC LATERAL LINE EE OR EL 1/2—INCH HREADED OUTLET PVC LATERAL LINE 2—INCH CONDUIT WITH SWEEP ELLS FROM CONTROLLER #6 AWG BARE COPPER WIRE FROM CONTROLLER OR CCU 10—INCH ROUND VALVE BOX WITH LOCKING COVER: AMETEK 181104 FINISH GRADE CADWELD CONNECTION MOD. # GT1 161 G OR APPROVED EQUAL 5/8" x 8'-0" GROUND ROD BRICK (1 OF 2) CD 3—INCH MINIMUM DEPTH SIDE VIEW OF 3/4—INCH WASHED GRAVEL 25' LENGTH OF #6 AWG BARE COPPER WIRE COPPER GROUND PLATE 4" X 96" X 0.0625" THICK NOTES: 1. INSTALL GROUND ROD OR GROUNDING PLATE UNDER TURF PLANTING. 2. INSTALL GROUND PLATE AT A MINIMUM DEPTH OF 30—INCHES. ATTACH GROUND WIRE TO GROUND PLATE USING APPROVED WELDING PROCESS. IRRIGATION CONTROLLER o � 5 DEITTTAIL ROLLER GROUNDING ASSEMBLY RAIN SENSOR : MINI—CLIK II PLASTIC TIE DOWN STRAP MOUNTING BRACKET IRRIGATION CONTROLLER ENCLOSURE OR POLE —MOUNT CONTAIN WIRE WITHIN CONDUIT WIRE TO IRRIGATION CONTROLLER AND BY—PASS SWITCH (CONNECT TO CONTROLLER COMMON WIRE PER MANUFACTURE'S INSTRUCTIONS) 1. MOUNT RAIN SENSOR IN SUITABLE LOCATION TO CONTROLLER ENCLOSURE PER MANUFACTURER'S INSTRUCTIONS. 2. MOUNT SENSOR AT HEIGHT WHERE IT WILL NOT BE IN CONFLICT WITH ADJACENT SPRAY IRRIGATION. 3. INSTALL RAIN SHUT—OFF BY—PASS SWITCH WITHIN CONTROLLER ENCLOSURE PER MANUFACTURER INSTRUCTIONS. RAIN SHUT-OFF DEVICE 0 MARKING TAPE WITH TRACKING WIRE (WHERE APPLICABLE) FINISH GRADE BACKFILL: COMPACTION TO 95% SPD LATERAL PIPE MAINLINE PIPE POWER WIRE CONTROL WIRE BUNDLE COMMUNICATION CABLE NOTE: 1. THIS DETAIL DOES NOT APPLY TO SLEEVING AT STREETS. TRENCHING DETAIL Aqua Engineering, Inc. 19 Irrigation System Design, Water Management, and Water Feature Engineering 4803 Innovation Drive Fort Fort Collins, Colorado 80525 Phone (970) 229-9668, FAX (970) 226-3855 Computer File Information 0 C U Sheet Revisions Colorado [department of Transportation )0T 1420 2ND STREET WA- V, ,A_;,,_ �,� GREELEY, CO 80631 ►� ,., �„..--�� PHONE: 970-350-2126 °r970-350-2198 REGION 4 DJ M As Constructed MEDIAN IRRIGATION DETAILS Project No. Code Creation Date: 02/19/04 Initials: KSB No Revisions: AQC M455-060 Last Modification Date: 03 30 04 Initials: KSB Revised: Designer: DGM 14076 Full Path: o:\BHA\west Elizabeth\details\PD—WestElizabeth.dwg Detailer: KSB PD—WestElizabeth.dwg DrawingFAX: File Name: Void: 1 Sheet Number 49 Sheet Subset: Subset Sheets: 6 of 6 Acad Ver. R15.06s Scale:H:1"=20' V:1"=5' Units: FEET C-1 287 CONTRACT ITEM UNIT CONTRACT BY OTHERS PROJECT TOTALS INDEX CONTRACT ITEM NO. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. BOOK PAGE SHEET 201 CLEARING AND GRUBBING LS 1 0 1 202 REMOVAL OF CURB AND GUTTER REMOVAL OF ASPHALT PAVEMENT LF 2658 0 2658 SY 2279 0 2279 202 202 REMOVAL OF CONCRETE PAVEMENT SY 1322 0 1322 REMOVAL OF PIPE LF 16 0 16 202 202 REMOVAL OF GROUND SIGN EACH 6 0 6 EACH 7 0 7 202 REMOVAL OF STORM INLET 202 SAWCUT ASPHALT MAT LF 5218 0 5218 202 REMOVAL OF LIGHT STANDARD EACH 0 10 10 r,. CY 101 342 443 203 EXCAVATION BORROW TON 224 199 423 203 HOUR-, 40 0 40 203 POTHOLING SF 11037 0 11037 207 FINE GRADING CY 122 0 122 207 TOPSOIL (IM PORT) 208 GRAVEL INLET FILTERS EACH 8 0 8 208 EROSION CONTROL LS 1 0 1 208 CONCRETE WASHOUT STRUCTURE EACH 1 0 1 210 ADJUST MANHOLE EACH 3 0 3 EACH 8 0 8 210 ADJUST WATER VALVE BOX RESET TRAFFIC SIGNAL POLE EACH 0 2 2 210 SF 8842 0 8842 212 SEED 212 SOIL PREPARATION SF 11037 0 11037 SF 2195 0 2195 213 WOOD MULCH 214 DECIDUOUS CANOPY TREES (2" CAL.) EACH 2 0 2 EACH 77 0 77 214 SHRUBS (5 GAL.) 306 RECONDITIONING SY 1922 0 1922 403 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) TON 250 0 250 403 ASPHALT SIDEWALK (6" THICK) TON 235 0 235 603 12 IN RCP (CIP) LF 11 0 11 1L. 603 15 IN RCP (CIP) LF 7 0 7 :j I __ R—X R—X @�� R—X ,�,hec;t F�evisions Colorado Department of Transportation As Constructed SUMMARY OF APPROX�MATF. I1roject No./Code Street Address QUANTITIES AQC M455-060 )OT 1420 2ND STREET No Revisions: mm/dd/yy GREELEY, CO 80631 mm dd Designer: J. DOMINGUEZ 14076 �� F �" Revised: / /yy '� '" ` �'� Phone: 970-350-2126 —- Detailer. B. JORDAN OEIA'�W[Ni ` ' �"'°��"'"'" Fax: 970-350-2198 [� f C O N 4 D J M Void: mm/dd/yy Sheet Number ) Sheet Subset: XXXXXXX Subset Sheets: 1 of 2 �, c�� 287 - computer file Informiafion mm/dd/yy XXXXX XXX Creation Date: 01 \09\04 Initials: BRJ d y mm dy XXXXX XXX Last Modification Date: 02 05 04 Initials: BRJ mm/dd/yy XXXXX XXX Full Path: L: JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX XXX Drawing File Name: GESQ01.DWG mm/dd/yy XXXXX XXX Acad Ver. R15.06s Scale: NTS Units: NA CALL UTILITY NOTIFICATION j LEGEND ELECTRICAL NOTES: CENTER OF COLORADO �I • POST TOP LIGHT FIXTURE 1. INSTALL ELECTRICAL JUNCTION BOXES IN LOCATIONS SHOWN ON PLAN AND 1-HOO-92Z-19g7 l (N.I.C. BY CITY OF FORT COLLINS DETAILS. INSTALL CONDUIT AS PER CITY OF FORT COLLINS LIGHT & POWER j LIGHT & POWER) DEPARTMENT REQUIREMENTS. CONTRACTOR SHALL COORDINATE THE oR 534-6700 E INSTALLATION TIMING OF THE HIGH MAST STREET LIGHT FIXTURES AND j T HIGH MAST LIGHT FIXTURE FOUNDATIONS & POST TOP LIGHT FIXTURES WITH CITY OF FORT COLLINS LIGHT CAM 2 BUMWESS DAYS IN ADVANCE ! • (N.I.C. BY CITY OF FORT COLLINS & POWER DEPARTMENT. BEFORE YOU DIG, GRADE, OR EXCAVATE i FOR THE MARKING OF UNDERGROUND LIGHT & POWER) MEMBER UTHdTIES _ FACILITIES TO BE INSTALLED BY rl LIGHT AND POWER it I E — FACILITIES TO BE INSTALLED BY THE CONTRACTOR. THE MATERIALS FOR THIS ARE TO BE S C A L E: 1 20 C 1 1 PURCHASED BY THE CONTRACTOR FROM THE CITY OF FORT COLLINS UTILITY WAREHOUSE. t ; N O R T H 0 l O 20' 40� I; ; 1 •--------• FACILITIES TO BE REMOVED BY !' LIGHT AND POWER W j 'rh EXISTING ELECTRIC FACILITIES TO REMAIN. i I t Q `i o 13"X24" ELECTRIC VAULT .; IXI ELECRI�ERGROU O WELSH THOMAS " II THIS BUILDING it (LOCATION APPX.) � I I SILVER MINE SUBS I I - -- McDONALD CORPORATION ff I -r I I r - I 1-2' r i r LO D '• r q i I I <n r t _ - —� 1 �rov N v TDn 00 D L-j N ,, to a + +0 + rn+ p 1G+00 +o o-4U0o 00 j 10+00 La)- ' lI I 1II 1+Ij 00 II \l . . _..._f� 34- 0�0 i/a—._J + WEST ELIZABETH ST. N:--LIGHT RXTURE 2 g J.BOX. TYP. 1-2w \ie d En 2-2"�0r gU — l. I 1 i w IiII SONIC DRIVE INN it A AND E MILLER ENTERPRISES 1 (CAMPUS WEST THEATER) FT CAMPUS WESTCAR WASH f SCHRADER OIL CO Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed ELECTRICAL CONUDUIT PLAN Project No. /Co,' dI eCreation Date: 02\26\04 Initials: JM +( Lost Modification Date: 03 31 04 Initials: JM 0 T Street Address 1420 2ND STREET No Revisions: WEST AQC M455-060 Full Path:Q; Projects West Eliz Dw s AutoCAD larch F GREELEY, CO. 80631 ►�---wq••---�� Revised: Designer: JM AM .W'^---l:------•-- Phone: 970-350-2126 FAX: 970-350-2198 14076 Drawing File Name: bho base 2-26-04.DWG """"'""I"' °' 'KI",S OMION Detailer: CM Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET O REGION 4 DJ M Void: Sheet Number 50 Sheet Subset: Subset Sheets: 3 of 3 r . C-1 287 F f. x _'.�._ :..•.—.L... ♦ ..�_.� .. t :,.. _i N+CMG :e:- .:. w.it'.:' _ .a.. .i .- �.. .. !.. ___.. ..... .. ...:._ .:... ..' _ .. ...... _ .... _ .. .. .. - .. ... ... - ... ., \ - - .. .. ..... ... .. ... _. .... _ .... _.... - - ... .. _. ... .. .... .. .- .- - _ � /.I� � - .�. _ _ . �� 4 W ��. p� _ , A� ' �� Y! !, ��', t '. M It{'. �M. � ,fi.. '. 'i � '" I x t x. �� ='+ i. [J ':' •'Y' 4.i.o �_ ��` i _ ' 4:'. i t i,� i�, 4,, i h', f� ��• � :? j-. r ,�. f �.: �: i' t� �. F �. ;. f { ;, �� ., �; k� n 1 H�` � ,. I ` ✓ 5 f � ^ �� III � � �. .. F. • � �. " I t Y t � �. � � r t � 6 -: ....... ii� ., 1 }� y 1 1\ I,cn ,' �\ -j � 2 87 -j � 2 87 I: I i I i d � I i CAMPUS WEST LLC i I �• I NICOL_CAMPUS WEST LIGHT J BOXXTURP 2 /" II 43 / 2W na -a W ±� q 21+0D WEST ELIZABETH ST.�� v, -I- 22+00 23+00 LO — — — —T _2 Q ± + RELOCATE EXISTING f- N N HIGH MAST LIGHT TO d a p j THIS LOCATION W �i v~i a ire (BY LIGHT AND POWER) ,� gl UNDERGROUND _: _ _ _ :.: . _.- . - - ... _. �h ELECTRIC LOCATION t-4=— --- - APPX. P i I 1( I I I ��fJ CALL UTrL= NOTIFICATION 1, CENTER OF COLORADO 1-800-922-1987 NICOL CAMPUS WEST li DR 534-6700 » CALL 2 BUSMM DAYS IN ADVANCE �I I BEFORE YOU DIG. GRADE, OR EXCAVATE I ' 1 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 77 I i I I i i I SCALE:: 11 =201 N 0 R T H 0 10' 20' 40' it l i Computer File Information Sheet Revisions Colorado Department of Transportation As Constructed ELECRICAL CONDUIT PLAN Project No./Code Creation Date: 02\26\04 Initials: JM OON EAST AQC M455-060 Street Address No Revisions: Lost Modification Date: 03 31 04 Initials: JM 6&-4m0wGREELEY, T 1420 2ND STREET CO. 80631 Designer: JM AM Full Path:Q. Pro'ects West Eliz\Dw s AutoCAD larch 0'' �t Phone: 970-350-2126 FAX: 970-350-2198 Revised: 14076 Drawing File Name: bho base 2-26-04.DWG °EP"R'"[W °I ❑INSf'UWAIION Detailer, CM Acad Ver. R2004 Scale: l" = 20 ' Units: FEET O I REGION 4 DJ M Void: Sheet Number 52 Sheet Subset: Subset Sheets: 1 of 3 1 2 87 �� A ;d t i Y �_� c o, 1 '4 �T I i 1 i C 1 1 287 r. t STRIPING LEGEND (BY COFC) Ii O I �8 IN. J 1 EDGE LINE WHITE, 4' WIDE 1 YIELD LINE 8 1 l i i I it 1 O CENTER LINES YELLOW, 2- 4' WIDE 28 IN. 1 I I I I 1 WITH 4' GAP O 4- BROKEN LINE WHITE, 4" GA 8' WIDE (2 SEGMENT, 4' GAP) - 1 I I 11 O3 STOP BAR WHITE, 24- WIDE II I I ® 12" SOLID WHITE LINE / 30' -.I LANE LINE y III i I !i WHITE, 4' WIDE F PROPOSED SIGN 10' . - 30' CENTER TURN LANE LINE YELLOW, 4' WIDE 1 �I, i ill I LU :) I l I i- - I 1 I ; SCALE IN FEET II ' Q I lI i 1; 11 III d Ln III I I 1 o I ( M 1 1 Noii pM aN fON , I I I �nm■I� Q� � Q4 �42.� JI - 1 III I I it -, Eill PO ■emo ' ss mama■ umooma■�ru■ouomamao■ ■maomnmo■uar■o■1� as ` I p'; ! 1 f ! I "'►'•., r i= — ■� am - I I I ' 1 • ON , ' 1'� / ■,Oman nano - - ■� ■nl mml mno r� ■■1 am me, rlr ■1■ ,O ■� ■� ■■1 - ■m ■ mraarrrmmaaa a • , { 1 - 1 � ly - i lial" �1 mr '�'� ^ - xm ----------------- - m I;xywv I - D nl o-+ 3 51.40 46.57 --- __ -- — I-------�---- -- ____-- — _ _- 3 I 8 0 o WEST ELIZABETH STREET woo NO ES WOW am OWN Olson - \ --- --- --- -- \a _ .. -,00 _ ..__ _ r asam= I Bs � / I I armor - --- _ _ ._..__ �■ ■■� ■� �� 1 ara��,Oar • I 3 -- 1 ' ■rmommammamovu■m ■o■mou■moom■vm■o mmamnr ummamamr ■amour ■am■mmma■�momamma ouormmorur aomoo l06ma' paa I III ' I! • •• - . _._-_ - ; ,.. i■■y ...........i� ,t p --- .. _ __.. _ . __. _ r PARIOMG SPEED I; I, o o In �i c""y -- -- ---' --- ,I �'' LIMIT 'I II i it I FC BIKEWAY j rOnIll 'o w In cD N ro N '•_. PARIONG - BIKE lij i it 1) li 0 RIGHT LANE + ± ± ± 0 I I II SSA: 11+03 BUS LANE I r _ _ - a ` STOP �°—♦ j J R7-9 II �I R2-1-30A OFFSET 37.50 R o I-n o II I I �� I II (�' I 24"x3O" l l li I I R7-107 12"x18 FI 12"x 18" - -- SSA: 1 7.50 y OFFSET 1 7.50 � 0 ET 37.50 R STA 12+26 OFFSET 37.50 R OFFSET FS 37.50 R I I � � i t•' Imo_ � i.i ,. c 1 I I ----- -- - ' 1 I- I - 1 WORK DONE BY OTHERS Computer F ile Information Sheet Revisions As Constructed . Creation Date: 01\09\04 Initials: BRJ (gam mm/dd/yy XXXXX xxx Colorado Department of Transportation SIGNING AND STRIPING PLAN F roject No./Code R_X mm dd Street Address Lost Modification Date: 02 05 04 Initials: BRJ 0 yy XXXXX XXX 0 7 1420 2ND STREET No Revisions: mm/dd/yy AQC M455-060 Full Path: L: JOBS 564020 civil Phosel Plonset R-X mm/dd/yy XXXXX XXX all 1 GREELEY, CO 80631 Designer: J. DOMINGUEZ Phone: 970-350-2126 Revised: mm/dd/yy 14076 —Drawingn1 " File Name: SNPL01.DWG �B-_X� mm/dd/yy XXXXX XXX � -- o[I'`NI " "- "`I ..'.I°" Fax: 970-350-2198 Detailer. B. JORDAN Acad Ver. R 15.06s Scale: 1 "=20' Units: FEET R-X mm/dd/yy XXXXX XXX I � E G I U N 4 DJ M Void: mm/dd/yy Sheet Number 5 6 Sheet Subset: XXXXXXX Subset Sheets: 1 of 3 r; C-1 287, :GEND (BY COFC) -11 IN. i EDGE LINE WHITE, 4" WIDE © ■ YIELD LINE • -+J L�-18" I ■ 2i CENTER LINES YELLOW, 2 - 4"WIDE 8 IN4 ` ' WITH 4" GAP O L WITH LINE WHITE, 4' GAP — 8- WIDE (T SEGMENT, V GAP) ■ STOP BAR WHITE, 24" WIDE O 12" SOLID WHITE LINE ■ ■ • I 1 3W --j LANE LINE M PROPOSED SIGN � WHITE, 4" WIDE ■ i ■ CENTER TURN LANE LINE YELLOW, 4" WIDE ■ i i ■ ■ ! ! R5-1 KALE IN FEET NEW PARKING STALL STRIPING AND ARROWS TO ACCOMMODATE CONSOLIDATED DRIVEWAY ■ (BY OTHERS) i i R6-1 : - • STA 19+89 ■ ET 37.50 L ■ SIA 19+41 ■ OFFSET 80.68 L j SPEED • PAroalc LIMIT BIKE ■ i � 1 LANE 30 ■ • I i I I R7-9 R2-1-30A ■ ■ 24"x30•STA. 19+72 ■ • ■ OFFSET 37.50 L �� , ■ �OFFSET 37.50 L ' � I II -. ! !; � I p■�uu■■■■rr■rro■■o■or■■■uwvu■■■r■rur■•000■■■o■ru.vrs■■.rr w l __..__-��-----__------� • • •■ ■o■ro■rorrrur■ro■■■■■■r■■P •PEDESTRIANS INN i + ■ • ! jl - a it . it • - ; ■(tr1 mr.R1r.O_ 1'�r�titiflGir �ii•■I• ,II { I l / '� • '� �� r - o CROSS WALK" SIGN I _ _ (BY COFC) — —wommonewlNow \ IN I i ■■.r■ tt a so Not am, ,,Was No WINw ■ar WIN ■� LN - - —}-- o FLASHING LED SIGNING I (aY MM) u - D°1' '' FLASHING LECM D SIGNING BUS STOP o B C) (BY COFC) QLO � w WEST ELIZABETH STREET o �"� .. .. - -. _ •"�1M'?s+^H "?r"`+ixC;^-7"T'"+",,.yw.lI_ W lli mm�111 w„as."anerq+7t.. Uj W i U (n ------------- ��, ■o■ rrew ■ram ■■. r� ■� r� r■W9 ■� +y ■■WR ■ram ■■� •� ■■ol .� *11ftY iilirla��,,, - - - — — — — — —ty' •••■r'4_.- rr• �. rr� � 4i1L■ rro., NEWS �■ � e �� -- -ate - - .- - - - --- ----- • �'Wd GS %.. 1'1TRIA S N F !�•+� /411 CROSS WALK* SIGN "�r■� 1 i : ii' (BY COFC) %- i1W 1SA1fK1T4&r TFAr S RIPING TO %`•"••'•'•`••�•• ACCOMMODATE RELOCATED ENTRANCE PAW a•.■rtur,fartrrrrrovorrrrrouor�rrouorr■ ■% .,! :_. ___ .----------- � BIKE I j LANE _. _ R5-1 %own" •L�: memo _- - -_- R7-9 i STA. 16+20� II i OFFSET 37.50 R WORK DONE BY OTHERS Computer f ile Information R—X R—X Sheet Nevisions Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX Full Path: L: JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX DrawingFile Name: SNPL02.DWG mm/dd/yy XXXXX Acad Ver. R15.06s Scale: 1"=20' Units: FEET Imm/dd/yyl XXXXX Colorado Department of Transportation XXX Street Address XXX , 0 7' 1420 2ND STREET XXX GREELEY, CO 80631 Phone: 970-350-2126 XXX °�' " "' " "''" "ON Fax: 970-350-2198 XXX f f_ GI.)N 4 DJM STA 18+63, of I-sET 61.84 R `; • STA +04, Ia1 I SET .31 R STA 18+75, OFFSET 83.65 R ST 19+18, OFFSET 88.18 ■ ■ _� Lu■ooruo■v■■.■ro■�ur■u■■uo■■or As Constructed Project No./Code SIGNING AND STRIPING PLAN No Revisions: mm/dd/yy AQC M455-060 Revised: mm/dd/yy Desi ner: J. DOMINGUEZ 14076 Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 2 of 3 Sheet Number 5% z 8 1 w 6" VARIES FROM 48"-60" 24" ?� 2.00% d d 8.33 tO d a d d a d d 4 00 (10E d dd O G 4 CURB AND GUTTER TYPE 2 SPECIAL (7' NTS WIRE SCREEN PLACED AROUND PERIMETER OF CONCRETE BLOCKS TO PREVENT MOVEMENT OF GRAVEL. WIRE SCREEN GRAVEL FILTER RUNOFF — A f_1 �-GRAVEL FILTER CONCRETE BLOCKS PLAN VIEW WOOD STUD 0 \; FILTERED RUNOFF D ^ . CURB INLET CROSS—SECTION A —A E CURB INLET FILTER GRAVEL NTS As Constructed GENERAL DETAILS No Revisions: mm/dd/yy Revised: mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of i i 4 Y,. } Project No./Code AQC M455-060 14076 4 Sheet Number 59 P-1 287 BY OTHERS PROJECT TOTALS CONTRACT ITEM UNIT CONTRACT INDEX CONTRACT ITEM NO. PLAN AS CONSTR. PLAN AS CONSTR. PLAN AS CONSTR. BOOK PAGE SHEET 603 18 IN RCP (CIP) LF 11 0 11 604 INLET TYPE R (5 FOOT) (MODIFIED RADIAL) EACH 2 0 2 604 INLET TYPE R (5 FOOT) EACH 2 0 2 604 INLET TYPE 13 COMBINATION (5 FOOT) EACH 3 0 3 604 INLET TYPE 13 COMBINATION (10 FOOT) (MODIFIED) EACH 1 0 1 608 CONCRETE CURB RAMP SY 107 0 107 608 CONCRETE CROSSPAN SY 59 0 59 608 ENHANCED CONCRETE CROSSWALK SY 89 0 89 608 CONCRETE APRON SY 244 0 244 609 CURB AND GUTTER TYPE 2 SPECIAL (7' PAN) LF 2237 0 2237 609 CURB AND GUTTER TYPE 2 (SECTION II-B) LF 286 0 286 609 6" MOUNTABLE CURB LF 802 0 802 610 MEDIAN COVER MATERIAL SF 18 6 24 613 INSTALL HIGH MAST LIGHT FIXTURE EACH 0 22 22 613 INSTALL POST TOP LIGHT FIXTURE EACH 0 0 0 613 JUNCTION BOXES (LABOR ONLY) EACH 28 0 28 613 ELECTRICAL CONDUIT (LABOR ONLY) LF 2940 63 3003 614 SIGN PANEL CLASS 1 SF 0 320 320 614 STEEL SIGN POST LF 0 4 4 614 PEDESTRIAN SIGNALS (FLASHING LED'S) EACH 0 4 4 622 BOLLARDS EACH 0 0 0 623 SHRUB IRRIGATION LS 1 1 2 623 IRRIGATION TAP AND METER (3/4") LS 0 1 1 625 CONSTRUCTION SURVEY LS 0 0 0 626 MOBILIZATION LS 1 0 1 TRAFFIC CONTROL (SIZE A SPECIALTY SIGNS) EACH 25 0 25 630 630 TRAFFIC CONTROL LS 1 1 F/A ON -THE JOB TRAINING F/A 0 F/A OJT COLORADO TRAINING PROGRAM I F/A 0 F/A MCR F/A 0 :meet kevisions Colorado Department of Transportation Street Address 0 7 1420 2ND STREET rwY!h � ` + GREELEY, CO 80631 =�� "1Z"-: Phone: 970-350-2126 ObAF, 'E`"' `" "` °"`°"" Fax: 970-350-2198 f f . C i N 4 DJ M As Constructed SUMMARY OF APPROXIMA� QUANTITIES Project No. Code �101rlputer I ile Information (—g�(� R—X � X R—X Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX No Revisions: mm/dd/yy AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX XXX Revised: mm/dd/yy Designer: J. DOMINGUEZ 14076 Full Path: L:\JOBS\564020\civil\Phosel\Plonset mm/dd/yy XXXXX XXX Detailer: B. JORDAN Drawing File Name: GESQ02.DWG mm/dd/yy, XXXXX XXX Void: mm/dd/yy Sheet Number 6 Sheet Subset: XXXXXXX Subset Sheets: 2 of 2 Acad Ver. R15.06s Scale: NTS Units: NA mm dd / /yy XXXXX XXX F 4 C�1 28 RADIUS POINT PERPENDICULAR TO PCR'S #4 BARS 0 9" O.C. E.W. 4 BARS O MANHOLE OPENING 2" CL\� A — 6'—O"L B S-001- VARIES DEPENDING ON , C — 2'-0"L OPENING NEEDED \` •� C B MANHOLE STEPS 0 16" O.C. \ A STANDARD REVERSIBLE FRAME \ AND COVER WITH 5" RING \ tik B FACE OF CURB RADUIS 2'-0" #409" 24" M NHOLE O.C. E.W. OPENING SEE PLAN VIEW FOR REINF� 2" CLF O.C. `3 (2) #8 BARS - DES ° NOTE 2 ° 3" CLR. #4 0 12" a E.F. E.W. (TYP.) GROUT SLOPE TO OUTLET PIPE I (1 1 /2"/FT MAX. N 1/4"/FT MIN.) t co o o A 3" CLR. z 8" 3'-0" 8" M N #4 I& 3• 1 /2" EXPANSION JOINT ��• (TYP.) USE 1/2- POLYURETHANE RUBBER c SEALANT AND 1/2" \+ PREMOLDED FILLER WITH REMOVABLE PLASTIC CAP (2) #8 BARS 0 12" C/C EXTEND OUTSIDE BAR IN TO CURB HEAD (TYP.) CONSTRUCTION JOINT OUTLET PIPE — DIRECTION AND SIZE VARIES \_GALV. STEEL RODS O 3'-O" O.C. SEE SECTION A -A 1 3/4" x 5" CHANNEL ANCHORED TO TOP OF SLAB PROJECTION OF INSIDE OF WALL TO MATCH FACE OF CURB (TYP.) BARS 12" O.C. E.W. RADIAL INLET DETAIL A NTS 3'-0" x 7" CONC. GUTTER i WELD #4 BAR �ANCHORS 0 12" O.C. 1 3/4" x 5" % CHANNEL Un I m LNEW PAVEMENT SECTION n 1 2% 3" �—#4 012" (TYP.) 11" x 1" DIA. 40 GALVANIZED STEEL ROD SUPPORTS WITH 3"x3'V4" WELDED PLAT 0 3'-0" O.C. CAST PLATES 2" INTO CONCRETE GUTTER AND DECK. #4 DOWELS 0 12" O.C. RADIAL WITH GUTTER --CONNECTION TO BE GROUTED USING 2000 P.S.I. MORTAR CLR #5 AROUND PIPE Et__2" T PIPE — DIRECTION AND SIZE VARIES NOTES: 1. DIMENSION VARIES FORM 0" TO MAX. O MIDPOINT OF CURB RADIUS 2. MANHOLE STEPS 0 16" O.C. WHEN INLET DEPTH IS GREATER THAN 4' TOP STEP LOCATED 6" BELOW INSIDE COVER SECTION AA Com uter File Information Sheet Revisions Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX Last Modification Date: 02 05 04 Initials: BRJ R—X mm dd yy XXXXX XXX Full Path: L: JOBS 564020 civil Phosel Planset � mm/dd/yy XXXXX XXX DrawingFile Name: GEDT02.DWG mm/dd/yy XXXXX XXX Acad Ver. R15.06s Scale: NTS Units: NA Imm/dd/yyl XXXXX XXX I Colorado Department of Transportation Street Address n T 1420 2ND STREET wx �.� GREELEY, CO 80631 = "� ' �'' Phone: 970-350-2182 OF A'I NI AIION W[.NUY L. TURNER WLT ..71 -.� .r .. _ ... .... .. .. .. .-..... n O� v N v M 3 y c O rb io a3 0 J � GWC �_ � O Yj U p U O 3 z I � U O 6a w Z _ i� 6v re 2 IN U I J z z r vc 0 W W p 3 &i a W 3 a Zz ria 1 �o J� > o f o o g Go O N li f-Q OU CL a' J Z aQ U 2 O z V = XIVM ` ) rp go) m �. aC� ?� Q S � 8 �� z z 00 }F �_ °•+ w w zz rnz V N� 3 ` tnzdN o ao ?W a W O H 1 f�—N • WW Z �L � d � z STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: I DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 70$ As Constructed GENERAL DETAILS No Revisions: mm/dd/yy Revised: mm/dd/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 0 r i SPEEDI LIMIT j 24x30' Sign tw* M if PON TL-3611e DrAe Povel/ Il rl• (MIN) rPod § W12) • 12 Gage 14r 3• II ; 3. Ih �_ Street list) 2114• ArKhor ' (22F12A31) See Figure 16-1 NOTES: 1. Attach"sign Parole Ilgll* Io the poet end use ovadaed wenhere b Mwp1Ae sign ham bleeldg loose barn the post when hit by a vehicle. 2. Sign panels dxmAd be mounded a mNmum of 7 feet above She pavement a grand. 3. Signs larger than 36 inches In lerglh or Oft require wind bracing and special pod design. 4. Sleeve and pod am square stet tube (pedard 5. AN 'No Parldrg' signs shall be Inettled at 45' hom Flow Line. (BY OTHERS) CRITERIA FOR SINGLE POST Ilan. Pahl lisle SIIB1e � POsi She • 36'x3G Zzs/2.2513'-g'r.211VaT' SIGN POST LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1401 I R7-9a MUTCD Designation COLOR SCHEDULE LEGEND, CIRCLE DIAGONAL, BORDER RFC BACKGROUND "P •ARROW' 'BIKE LANE' gLgG( (BY OTHERS) NO PARKING SIGN DETAIL LARIMER COUNTY URBAN AREA CONSTRUCTION REVISION N0: 1 DRAWING STREET STANDARDS DRAWINGS DATE: 03/ 01/02 1402 dpAwa3ewbbY _ M Fµ W q •Iq'rvb w YMYI Pleb wb.� •�Y�I w hIY�/ M bsbY IK Mln I! �w b rN,11R fubwti.ladwrEwilb'a Y0'C IrY1 hb,1Y•IY/�bFIbM PdbYOtwYb a1AeYNb bYFO bceq-i •EV rib Ee dY.e•orMe3 a�eeMr Hlrbh MrnYrdbv, r. LbM 3'W a11b rYMreblwlpvcm,yMFMYm pY heeMMMMmWgwF •�1Fwd MY� M WwY M y. I YEewNb RFlY1IbIYbM wo koAmm rp I ,e MI/IM✓1�Mib/3MYy11111 tlwrrMoerwnrewYwhbb Miriam �MaYbr� , ti'YNdK I w IIbI VnFVY •IMwEreM1n� I•bb YMr brF NbMe wilb•Ylb A YhM:� - W:hcan rrogy.r�r IYO YMn dbn an mtln nh3.Y) _ YFbvb F M tbp H AL Owr3re MwM ame3M Ee fh bMl— Wbe dYN p"Nnlb M.ww r N1r bF•b H InM IIM/p of •nbbe aye+eK M.tO H tlutl M [de bM bIM1 TVhp NX ro�Me M JO'a r M •' ivm Mnrr pp��Y[ccssrr��r� �� uu�� rrrr��'' r I+d M �V mlyly bb tlbI EI wEb Ybbwe Mrby FYrMen VMwww1_M IIwM .Ib1 b pY[Ye mb"bIr b �r I .y, 1, CriT' be/^h01N: M M Mb .�_r11111■I rVbYllb IH W4 I rib Ee [r.•I•' V� I M1M M f[M { oMYeE m M SY r,MYllb Iw.FbPWNe En*vMEMiM I\tlrYln:w�r4FapYbblO Id lea � YNd1,Owvlp�wlbw Ile ebblb"mweYbbweli/w• r3...•.b. n+Inro Mwtl 1141YbiM.MYb .K � M*v4K..neMYnulrrtw. wMbl•�vob+eegMwl `�eMr MSm /� hpmv3`•«oa wvdnwhlblM � � sYw„Y.rrr tv8lynYb llr 111YY1/ber JVOP W WpInrMlOp 1 1 1 / a 1 rwr ribbeeibnre.,w rnerebYr.,,F. 1 I 1 1 1 awew owe arYYI r Yb rtrI Yel Yw. 1 1 Yb3 eo�"alsn H,/Yebrb.•'PlR I �$I °�`� .•4.b (BY OTHERS) STANDARD PAVEMENT MARKINGS W/TURN LANE LAURBA COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/02/01 1404 Colorado Department of Transportation Street Address _. 07 1420 2ND STREET ,., GREELEY, CO 80631 Phone: 970-350-2126 DEPnHIN.t �I UI uLWY'"4a gt10r+ R f_ GUN I C) N� Fax: 970-350-2198 Dd M 1r Ell 4' (BY OTHERS) TYPICAL BICYCLE LANE PAVEMENT MARKINGS LARIMER COUNTY URBAN AREA CONSTRUCTION REVISION N0: 1 DRAWING STREET STANDARDS DRAWINGS DATE: 03/01/02 1406 As Constructed GENERAL DETAILS No Revisions: mm/dal/yy Revised: mm/dal/yy Designer: J. DOMINGUEZ Detailer: B. JORDAN Void: mm/dal/yy Sheet Subset: XXXXXXX Subset Sheets: H I I PLAN SECTION A QUANTITIES (FOR ESTIMATING ONLY) NQ- OFH14 3 INLET TYPE 3 DOUBL INLET H 402 BARS REINFORCINGCLASS _.-CONCRETE A REINFORCING STEEL D A LBS X CU. YD 0 LBS 3'-0" 3 64.29 2.20 110.77 3'-6" 4 78.35 2.51 132.47 4'-0" 4 1.64 1 82.40 2.82 139.22 4'-6' 5 1.81 96.46 3.13 160.92 5'-0' 6 1.98 110.51 3.44 182.63 5'-6" 6 2.15 114.56 3.75 189.38 6'-0" 7 2.32 128.62 4.06 211.08 6'-6" 8 2.49 1 142.68 4.37 232.78 7'-0" 8 2.66 146.73 4.68 239.53 7'-6" 9 2.83 160.79 4.99 261.24 8'-0' 10 3.00 174.85 5.30 282.94 8'-6 10 3.17 178.90 5.61 289.69 9'-0" 11 1 3.34 192.96 5.92 311.39 9'-6"' 12 3.51 207.02 6.23 333.10 10'- " 12 3.68 211.07 6.54 339.84 1 A I I I I I I I I I I I I I l l TRANSITION I j l NO. 13 FRAME I I (GRATE NOT SHOWN I I I I ( I I I I �---------------1 I L- - - - - - - - - - - - - - - - - - J t-FACE OF 6" VERTICAL CURB AND GUTTER �-- LIP OF GUTTER DEETER NO. 2502L SINGLE, CURB INLET FRAME, GRATE, CURB & PARTIAL FRAME PLAN OF TYPE 3 INLET / STANDARD TYPE 2 SECTIO VERTICAL FACE CURB GUTTER & SIDEWALK 6" VERTICAL CURB AND GUTTER 24" MATCH CURB BOX & TOP OF CURB TRANSITION 041 I F.L.-- A-48, WITH A iksi (CLASS 25). 150 SQ. IN. ,_0„ MARK TYPE RE OD TYPE 3 INLET LENGTH DIMENSIONS 401 402 403 404 1 II III III 4 3 2 4 1'-0" 3'-7 1/4 3'-5 3/4 2'-9" 1'_0" 2'-10 1/ *2'-0 1/ *2'--1" 2'-0" "14'-11 1 7'-6 3/4" 6'-11" MARK TYPE NO. RE D TYPE 3 DOUBLE INLET LENGTH DIMENSIONS X Y 401 402 403 404 1 II 111 III 7 3 2 8 1'-0" 7'-2 1/2 7'-1" 2'-9" 1'-0" 2'-10 1/2" *2'-0 1/2" *2'�1" 2'-0" 22'-2" 11'-2" 6'-11 f2" " INLET FRAME 60# RAIL 3'-3" LONG 2 3. -6 14 1 4" SECTION CENTER OF MULTIPLE INLETS ADJUSTABLE CURB BOX 2'-0" GUTTER ONE SLOPE TO OUTLET C51 HORIZONTAL - - - •- (20" LONG) -_ =-- -" 60# RAIL • r ' 4 AT 16" NO FLANGE + ' 3'-3" LONG FOR VER/ �- \ # AL MULTIPLE INLETS \ \ • , / /� �® (20TI LONG) '' = 2" X 4" KEY I I I I :r• a = SLOPE TO OUTLET 4. ,;- - INV. ELEV OUT 00 e , " 56" 8„ 30" SECTION THRU LENGTH OUTLET PIPE INSIDE OR END WA SECTION THRU WIDTH *** DEETER #2502L TRIPLE CURB INLET W/TYPE L GRATE AR *ADD 6" TO THIS DIMENSION FOR EACH 6" 17 " " 3 " 1140. OF STD. MIN. MIN. INCREASE OF "H" OVER 3'-0" INLETS DEPTH DIA. SLOPE Y D SINGLE 3'-6" 18" 1.00% IL I DOUBLE 14'-0" 18" 1.80% GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CITY OF FORT COLLINS DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS. 2. ALL CONCRETE SHALL BE CLASS A AND SHALL BE FORMED ON BOTH SIDES. TRIPLE 4'-6" 21 " 1.80% ** TYPE "A" GRATE FRAME - #2502L NEENAH / DEETER FOUNDRY,/ NC., OR EQUAL 3. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMPHERED 3/4. *** DEETER #2502L DOUBLE CURB INLET W/TYPE A GRATE ORE EQUAL DEFTER TYPE L GRATE 4. ALL GRATINGS, FRAMES, RINGS AND COVERS SHALL BE CAST IRON. 5. BARS MAY BE BENT OR CUT AT CULVERT ENTRANCES. COMBINATION INI ET TYPE 3 A INCLUDES 1 % FOR OVERRUN 6. ALL CULVERTS SHALL BE SMOOTHLY GROUTED INTO THE WALLS OF THE BOX. NOTE: CONCRETE QUANTITIES INCLUDE VOLUME OCCUPIED BY PIPE 7• FOR INLETS WHERE H IS LESS THAN 3'-0", REINFORCING IS STILL REQUIRED (FOR VERTICAL FACE CURB) AS DIRECTED BY THE ENGINEER. INLET FRAMES SHOWN ARE FOR SINGLE INLETS. ONLY DOUBLE INLETS REQUIRE FRAMES WITH CLIPPED FLANGES WHERE THE TWO FRAMES ABUT. * 8. INLET STRUCTURES SHALL NOT BE CONSTRUCTED UNTIL THE CURB AND GUTTER HAS BEEN INSTALLED. A TYPE 13 COMBINATION INLET NTS Computer F ile Information Sheet Revisions Colorado Department of Transportation As Constructed Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX Xxx GENERAL DETAILS R-X mm dd yy XXXXX XXX Street Address No Revisions: mm/dd/yy AQC M455-060 Last Modification Date: 02 05 04 Initials: BRJ ) O T 1420 2ND STREET Full Path: L: JOBS 564020 civil Phasel Planset R-X mm/dd/yy XXXXX XXX'`. , GREELEY, CO 80631 Designer: J. DOMINGUEZ 14076 w Phone: 970-350-2126 Revised: mm/dd/yy Drawing File Name: GEDT06.DWG I mm/dd/yy XXXXX IXXX Df Pi".I N1y"' ""'` Fax: 970-350-2198 Detailer. B. JORDAN Acad Ver. R15.06s Scale: NTS Units: NA ®X mm/dd/yy XXXXX XXX I&GION 4 DJM Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 4 of 4 Sheet Number 62 13 32" TYR 42" 42" 4" 8" „ 1 r) C _ 1 287 �w CURB & GUTTER TYPE 2 SPECIAL (7FT PAN) STATION I LOCATION LIN. FT. 10+30 TO 22+80 ELIZABETH NORTH SIDE 1225 10+30 TO 21+30 ELIZABETH SOUTH SIDE 1100 TOTALS 2325 CURB & GUTTER TYPE 2 (SECTION II-B) STATION / LOCATION LIN. FT. 9+00 TO 9+50 CITY PARK N.E. & S.E. CORNER 28 9+00 TO 9+50 CITY PARK SW & NW CORNER 48 22+60 TO 22+90 SHIELDS N.W. RADIUS 28 21+40 TO 23+OOSOUTH SIDE ELIZABETH EAST OF SPECIAL CURB 182 TOTALS 286 6" MOUNTABLE CURB (USED IN RAISED MEDIANS) STATION I LOCATION LIN. FT. 11+25 TO 12+25 WEST MEDIAN 365 17+30 TO 18+80 MIDDLE MEDIAN 286 20+20 TO 20+80 EASTMEDIAN 151 TOTALS 802 ADJUST MANHOLES STATION / LOCATION SIDE TYPE QUANTITY BY OTHERS 10+36 CENTER SANITARY 1 13+68 27' LT SANITARY 1 15+02 9' LT SANITARY 1 16+01 34' LT SANITARY 1 16+65 V LT SANITARY 1 17+31 46' RT SANITARY 19+90 CENTER SANITARY 1 22+80 37' RT STORM 1 TOTALS 3 4 PROPOSED 12" RCP CLASS III STATION/LOCATION SIDE SIZE/TYPE LENGTH 13+77 34' LT 12" RCP CLASS III 5.81 13+61 34' RT 12" RCP CLASS III 5.12 TOTALS 11 PROPOSED 15" RCP CLASS III STATION/LOCATION SIDE SIZE/TYPE LENGTH 10+30 34' LT 15" RCP CLASS 111 3.54 10+30 34' RT 15" RCP CLASS III 3.41 TOTALS 7 PROPOSED 18" RCP CLASS III STATION/LOCATION SIDE SIZE/TYPE LENGTH 10+30 34' LT 18" RCP CLASS 111 3.73 15+45 34' RT 18" RCP CLASS III 6.82 TOTALS 11 ADJUST WATER VALVES STATION / LOCATION SIDE QUANTITY 11 +83 24' LT 1 14+68 3' RT 1 14+87 9' RT 1 16+17 13' RT 1 16+77 14' RT 1 17+83 30' RT 1 18+37 14' RT 1 1 22+58 14' RT 1 TOTALS 8 r EARTHWORK TABLE BORROW (TON) EXCAVATION (C.Y.) PAY ITEMS BORROW (TON) 224 (125 C.Y.) BORROW (BY OTHERS) (TON) 199 (111 C.Y.) FOR INFORMATION ONLY EXCAVATION (C.Y.) 101 EXCAVATION (BY OTHERS) (C.Y.) 342 TOTAL 423 (236 C.Y.) 443 "ALL EXCAVATION MATERIAL TO BE HAULED OUT OF THE PROJECT BY THE CONTRACTOR. COST IS INCLUDED IN THE EVACUATION. PROPOSED SIDEWALKS STATION I LOCATION OFFSET TO STATION / LOCATION OFFSET SO YD 10+22 (ELIZABETH/NORTH) 84' LT TO 22+00 34' LT 1035 10+29 (ELIZABETH/SOUTH) 52' RT TO 22+59 42' RT 1060 TOTALS 2095 Corn puter File Information Sheet Revisions Colorado Department of Transportation As Constructed Project No./Code Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX TABULATION OF ITEMS Last Modification Date: 02 05 04 Initials: BRJ1420 2ND STREET //YY R—X mm dd yy XXXXX XXXStreet Address No Revisions: mm dd AQC M455-060 � Full Path: L: JOBS 564020 civil Phosel Planset R—X mm/dd/yy XXXXX XXX 6&1w0wwTJ w GREELEY, CO 80631 Revised: mm/dd/yy Designer: J. DOMINGUEZ 14076 Phone: 970-350-2126 —Drawing File Name: GETA01.DWG mm/dd/YYI XXXXX XXX Fax: 970-350-2198 Detailer: B. JORDAN Acad Ver. R 15.06s Scale: NTS Units: NA R—X mm/dd/yyl XXXXX XXX R [ G I O N 4 DJ M [Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 2 Sheet Number 7 C-1 287 1 1 _. .. ... ... .. .. ... .... .�r: -.�.- .....; ..,M': -.. .., >F-e: --•';r .. _.....::.z.,—.,.-. y. ,..,.R.�..,-.-.—� - .. ... _ ,_ .,. -. a . v.. _. .. _ - ..T... -._ _ ,._- _-. r—. — ...... .— \ .. Y ,i. REMOVAL OF STORM INLETS STATION / LOCATION SIDE SIZE QUANTITY 10+33 34' RT 5 FT TYPE 1113" INLET 1 10+31 31' LT 5 FT TYPE "13" INLET 1 13+60 28' RT 5 FT TYPE "R" INLET 1 13+77 27' LT 5 FT TYPE "R" INLET 1 15+37 29' RT 5 FT TYPE "R" INLET 1 22+57 38' RT 5 FT TYPE "R" INLET 1 22+54 32' RT 10 FT TYPE "R" INLET 1 22+37 32' LT 5 FT TYPE "R" INLET 1 TOTALS 8 REMOVAL OF PIPE STATION/LOCATION TO STATION/LOCATION SIDE SIZE LENGTH 22+54 TO 22+58 41' RT 24" 3.5 10+30 TO 10+04 34' LT 18" 6.3 10+30 TO 10+33 34' LT 8" 3.5 10+30 TO 10+30 34' LT 12" 3.0 15+35 TO 15+47 34' LT 18" 12.5 22+41 TO 22+51 34' LT 18" 9.5 TOTALS 38 I REMOVAL OF CURB AND CURB & GUTTER STATION / LOCATION TO STATION / LOCATION RT/LT TYPE 2 LIN. FT. 09+77 TO 23+34 31' LT 1344 09+49 TO 22+98 30' LT 1314 TOTALS 2658 REMOVAL OF ASPHALT MAT STATION/LOCATION STATION/LOCATION SIDE SQ. YD. 09+55 TO 22+93 LT 1175 09+49 TO 23+06 RT 1104 TOTALS 2279 REMOVAL OF SIDEWALKS STATION / LOCATION TO STATION / LOCATION RT/LT SQ YD 10+22 TO 22+86 36' LT 794 10+23 TO 22+97 30' LT 529 TOTALS 1323 \ Corn puter F lie Information Sheet Nevisions Colorado Department of Transportation As Constructed TABULATION, OF ITEMS Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX R—X R—X O T "a.... Street Address 1420 2ND STREET GREELEY, CO 80631 No Revisions: mm dd / /yy Last Modification Date: 02 05 04 Initials: BRJ mm dd yy XXXXX XXX Revised: mm/dd/yy Designer: J. DOMINGUEZ Full Path: L: JOBS 564020 civil Phasel Planset mm/dd/yy XXXXX XXX Detailer. B. JORDAN " "" °E"''' "'`"' "' "'" ``" Al ON _ "" Phone: 970-350-2126 Fax: 970-350-2198 GETA02.DWG mm/dd/yy XXXXX XXX Sheet Subset: XXXXXXX Subset Sheets: 2 of DrawingFile Name: R L 610 N 4 D,J M Void: mm/dd/yy Acad Ver. R 15.06s Scale: NTS Units: NA mm/dd/yy XXXXX XXX i{ 0 1 E 1+00 = 14+34.27 �W W G 1 +00 to H 1 +00 Ul) - 15+18.60 16+04.10 _ 9 WEST ELIZABETH STREET OD D 1+00 = 15+00 16+ 17+ 0 18+00 0 13+22.82 _ —1-- + + + — °' 14+00 _ o P = S89'04'05"E F 1 +00 = CL 1 I 1 +00 = gLn 17+54070 13-- �- N ---i 0 14+92.13 Ln 17+05.09 =-- --- — w CL2 m ---- --� u_------- N a3 o w ------^— n > rn n w 8 rn m m � N 0 0 0 Corn p uter pile Information Sheet. Nevisions Colorado Department of Transportation Creation Date: 01 \09\04 Initials: BRJ (3— ( mm/dd/yy XXXXX XXX R—X R—X �:uf \GREELEY, Address 1420 2ND STREET CO 80631 Last Modification Date: 02 05 04 Initials: BRJ60NA44140T mm dd yy XXXXX XXXStreet Full Path: L: JOBS 564020 civil Phosel Planset mm/dd/yy XXXXX XXX Mil ''"' "` Phone: 970-350-2126 Fax: 970-350-2198 File Name: SUPLC1.DWG Drawingm m d d / /yY XXXXX XXX N f (-' I O N 4 DJ M Acad Ver.R 15.06s Scale: 1 " = 50' Units: FEET jmm/dd/yyj XXXXX jXXX K 1+00 = 19+35.63 W ka &0 � L 1 +00 = Lo b 20+07.18 o to z 19+00 + z + 20} + — 0 50 100 150 SCALE IN FEET IT w I NN J IW S - N "``'Ul) M 1 +00 = 21+83.92 LO LO 21 + 0 + g 224 00 + 23+00 -I• - 730.37' CURVE TABLE CURVE LENGTH RADIUS TAN CHORD CHORD DIRECTION DELTA CL1 1 200.54 1000.00 100.61 200.20 S85'11'13"W 11*29*24" CL2 1 200.46 1000.00 100.57 200.13 N85-11'05"E 11*29'09" Mi i As Constructed Project No./Code SURVEY CONTROL PLAN AQC M455-060 No Revisions: mm/dd/yy Revised: mm/dd/yy Design r: J. DOMINGUEZ 14076 Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 1 Sheet Number 9 87 As Constructed Project No./Code SURVEY CONTROL PLAN AQC M455-060 No Revisions: mm/dd/yy Revised: mm/dd/yy Design r: J. DOMINGUEZ 14076 Detailer: B. JORDAN Void: mm/dd/yy Sheet Subset: XXXXXXX Subset Sheets: 1 of 1 Sheet Number 9 87