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Home My WebLink AboutWEST PROSPECT ROAD IMPROVEMENTS SOUTH TAFT HILL ROAD TO SOUTH SHIELDS STREET - Filed STR-STREETS - 2010-08-25..._,. ...v .f__:.', , �. 0 M N N v FA 0 TAFT HILL RD. TO SHIELDS STE CITY OF FORT COLLINS WORK SECTION "A" PROJECT NUMBER 505-430004-29800 1 l I kn WORK SECTIONS "A&B" PROSPECT ROAD IMPROVEMENTS 1 `t Li =I - WORK SECTION " D" LARIMER CANAL NO. 2 SPILLWAY - BOX CULVERT ORK SE TIC ON "C" SPRING CREEK RELIEF SEWER gr WORK SECTION "E" PHASE II CANAL IMPORTATION CHANNEL WORK SECTIO "F" PHASE III �\ � � CANAL I IMPORTATION CHANNEL/ r" j REVISIONS VICINITY MAP . �.. .. :>diklMtRPr✓'NN. I_:..,.,"�o4M'a.+,rpYq�i�$kW,�Rp,q 1993 WORK SECTION "A" PROSPECT ROAD IMPROVEMENTS INDEX SHEET NO. DESCRIPTION WORK SECTION "A" PROSPECT ROAD IMPROVEMENTS INDEX SHEET NO. DESCRIPTION 1. 1993 WORK SECTION "A" PROSPECT ROAD IMPROVEMENTS INDEX SHEET NO. DESCRIPTION WORK SECTION "A" PROSPECT ROAD IMPROVEMENTS INDEX SHEET NO. DESCRIPTION 1. TITLE SHEET 34. TRAFFIC CONTROL PLAN 2. GENERAL NOTES 35. CONCRETE JOINT DETAILS 3. APROXIMATE QUANTITIES 3G. STRIPING AND SIGNING PLAN 4. REMOVAL SHEET TAFT HILL ROAD 37. STRIPING AND SIGNING PLAN 5TA 94+00 TO 106+00 5. REMOVAL SHEET W. PROSPECT ROAD 38. LYONS GARAGE REPLACEMENT 5TA 91+00 TO 102+50 G. REMOVAL SHEET W. PROSPECT ROAD 39• RAMP DETAILS STA 102+50 TO 114+50 7. REMOVAL SHEET W. PROSPECT ROAD 40. DETAILS 5TA 114+50 TO 12G+51.79 e. REMOVAL SHEET W. PROSPECT ROAD 41. DETAILS STA 126+51.79 TO 138+50 9. REMOVAL SHEET W. PROSPECT ROAD 42. DETAILS STA 138+50 TO 150+50 10. REMOVAL SHEET W. PROSPECT ROAD 43. DETAILS 5TA 150+50 TO 153+00 11. PLAN +PROFILE TAFT HILL ROAD 44. CRO55-5ECTION5 TAFT HILL ROAD 5TA 94+00 TO 100+00 5TA 94+00 TO 98+50 12. PLAN + PROFILE TAFT HILL ROAD 45. CRO55-5ECTION5 TAFT HILL ROAD STA 100+00 TO 10G+00 5TA 99+00 TO 102+50 13. PLAN + PROFILE W. PROSPECT ROAD 4G. CRO55-5ECTION5 TAFT HILL ROAD 5TA 91+00 TO 96+50 STA 103+00 TO 1OG+00 14. PLAN + PROFILE W. PROSPECT ROAD 47. GRO55-SECTION5 PROSPECT ROAD STA 96+50 TO 102+50 5TA 93+00 TO 97+00 15. PLAN + PROFILE W. PROSPECT ROAD 48. GROS5-5ECTION5 W. PROSPECT ROAD 5TA 102+50 TO 108+50 5TA 97+50 TO 100+50 16. PLAN + PROFILE W. PROSPECT ROAD 49. CROSS -SECTIONS W. PROSPECT ROAD STA 108+50 TO 114+50 5TA 100+74.25 TO 104+50 17. PLAN + PROFILE W. PROSPECT ROAD 50. CRO55-SECTIONS W. PROSPECT ROAD 5TA 114+50 TO 120+50 STA 105+00 TO 109+00 18. PLAN + PROFILE W. PROSPECT ROAD 51. CRO55-SECTIONS W. PROSPECT ROAD STA 120+50 TO 12G+51.80 STA 109+50 TO 113+00 19. PLAN + PROFILE W. PROSPECT ROAD 52. CRO55-5ECTION5 W. PROSPECT ROAD 5TA 126+51.80 TO 132+50 5TA 113+50 TO 119+00 20. PLAN + PROFILE W. PROSPECT ROAD 53. CRO55-SECTION5 W. PROSPECT ROAD STA 132+50 TO 138+50 STA 119+35 TO 123+50 21. PLAN + PROFILE W. PROSPECT ROAD 54• CROSS -SECTIONS W. PROSPECT ROAD STA 138+50 TO 144+50 STA 124+00 TO 12G+50 22. PLAN + PROFILE W. PROSPECT ROAD 55• GRO55-SECTIONS W. PROSPECT ROAD 5TA 144+50 TO 150+50 STA 127+00 TO 131+00 23. PLAN + PROFILE W. PROSPECT ROAD 5G. CRO55-SECTION5 W. PROSPECT ROAD STA 150+50 TO 153+00 STA 131+12.15 TO 133+GG.40 24. PLAN + PROFILE EVERGREEN DRIVE 57. GROSS -SECTIONS W. PROSPECT ROAD LARKSPUR DRIVE STA 134+00 TO 137+00 25. PLAN + PROFILE MICHAEL LANE 58. CRO55-5ECTIONS W. PROSPECT ROAD GA5TLEROCK DRIVE STA 137+50 TO 140+00 2G. PLAN + PROFILE UNDERHILL DRIVE 59. CRO55-5ECTIONS W. PROSPECT ROAD SKYLINE DRIVE 5TA 140+50 TO 143+00 27. PLAN + PROFILE CUL-DE-5AC GO. CRO55-5ECTIONS W. PROSPECT ROAD WE5TBRIDGE DRIVE STA 143+37.03 TO 14G+38.81 28. PLAN + PROFILE BRENTWOOD DRIVE G1. CROSS -SECTIONS W. PROSPECT ROAD CONSTITUTION AVENUE STA 14G+50 TO 149+00 29. PLAN + PROFILE BRYAN AVENUE G2. GROSS-SECTION5 W. PROSPECT ROAD HEATHERIDGE ROAD 5TA 149+50 TO 150+50 30. STORM SEWER G3. CROSS -SECTIONS W. PROSPECT ROAD LINES A + B TAFT HILL INTERSECTION 5TA 150+G8.24 TO 151+00 31. STORM SEWER G4. CRO55-5ECTIONS W. PROSPECT ROAD LINES C. D + E STA 151+50 TO 152+00 32. STORM SEWER G5 CRO55-5ECTION5 W. PROSPECT ROAD LINE F STA 152+50 33. STORM SEWER LINE G Y DESIGNED r 1 ENE DHAR �AD "APPROVED BOOK CHECKED TE p/J.ry3 NIn>= Y SHEET NO. DESCRIPTION WORK SECTION "B" Ll-L29 PROSPECT ROAD LANDSCAPE IMPROVEMENTS WORK SECTION "C" Gl-G5 SPRING CREEK RELIEF SEWER WORK SECTION "D" 1-2 LARIMER CANAL ND.2 SPILLWAY - BOX CULVERT WORK SECTION "E" GL-1 - GL-9 PHASE II - CANAL IMPORTATION CHANNEL WORK SECTION "E" 1-17 PHASE III -CANAL IMPORTATION CHANNEL APPROVALS DEPARTMENT ENGINEER DATE ENGINEERING STORM WATER LIGHT + POWER WATER + SEWER PARKS a� - TRAFFIC d'l',' Oe✓t wv�w • % I✓ PROSPECT ROAD IMPROVEMENTS TAFT HILL TO SHIELDS ii ET Of 6 i w -".4 .+I I— w 3. .7.:-.F'.4wlPhtlP%kMSW M N N V" Y I I 57 I I REMOVE CONCRETE REMOVE AND STOCKPILE RAILROAD TIES REMOVE AND STOCKPILE FENCE REMOVE RETAINING WALL RELOCATE F YDRANT RELOCATE SIGN N REMOVE POWER POLE SAW GUT ASPHALT O UA Z LOWER .GAS SERVICE LOWER GAS •9ERVICE J 151+00 GRIND ASPHALT AS NEEDED 152+00 PER C_ .Rpr-,S-1;FCTIQNS LO fkJ () t-1 11J kJ �� GRIND EXISTING ASPHALT REMOVE EXISTING CURB. GUTTER. AND WALK REVISIONS: REMOVE SIGN RELOCATE TELE AND CTV PEDESTALS AND SIGNAL CABINET REMOVE SIGN -` REMOVE CURB. GUTTER. AND WALK I OX. STA 100+50.54 I f I 12' OCA,ft TELE 153 O O -$AW OUT AN FOR STORM S WV D4` �g wv D4 MH TO 53 ,REPLADED BY OTHERS O Q o W END SI EWALK REMOVAL STA. 9 +G3.00 OR c.....0 LO R Ace(-) L S e 154+00 PR O SPEC T RO/ ALL FOUR TRAFFIC SIGNALS TO BE RELOCATED ■ NOTE, All traffic signals and signs to be relocated by city. All utilities to be relocated by the respective company. Contractor shall be responsible for relocating ,water and sewer mains/servicas. MB Contractor shafl.coordinate with the U.S. Post Office. Jerry Scott at 229 9801 regarding removing mailboxes. ,providing temporary mailboxes during construction. and access for mail delivery during construction. VF:SIGNED — DRAW A,n SCALE 1"=20" BOOK: N GRAPHIC SCALE ( IN izsr ) 1 inch = 20 tt 155+00 Contact property owners .to determine loeatfon for stockpiling their landscape/fence materials on their property. Fire Hydrants are to relocated to 2' back of new sidewalk. Concrete curb. gutter. sidewalks and driveways will .be removed .to nearest Joint or saw cut as determined by Engineer. 'Saw cutting will.be paid for on a lineal foot basis. �`` ��..tng,+answw'twa�+'�kMzWtetrrauµ, ,x,a'9i �y �waxmnra.. a"... y. ., Y4x-. ^^.rvyC»`rM agm P*': •y4µRy APPROVED PR O SPEGT REM OVALS 10 CHECKED [)+Q+q3 STA: 150+50 TO STA: 153+00 G5 No Text EXISTING PIPE PRECAST BASE P0. . WATERSTOP GASKET = + 6 6 �. PENETRATION GASKET Z JOINT ------- ;1PE -_j // // NON -SHRINK ♦ SEWER PIPE BACKFILL �. GRANULAR BEDDING -� - - - - - - - - - - —T— FL�1MO i ------ - —, —, REMOVE SECTION OF WALL TO \\ 1 _0• i -- 11 ACCOMODATE SEWER PIPE o \// 5059.75t 2 /4 BARS 12" TO ISw e e > I �♦ CONC. ENCASEMENT OPEN CHANNEL ° 4 ° / BENCH ° 12"'MIN• . G VAULT °T TO REMAIN CENTER OF MANHOLE R HALF OF PLAN le CONCRETE�� RING & COVER (SEE NOTES 3 do 4) e° e o ° SEE NOTE 3 ° IN PLACE. ENCASEMENT i CAST -IN -PLACE BASE SURFACE c ( ) ° e �LOO VAULT a 1 5056.50 VAR" •. PRECAST CONC. 4 ° A OPEN CHANNEL 1 -4 MAX L-AaN ADJUSTING RINGS (IF REQUIRED) EXISTING PIPE 3" MIN. ATTACH PLASTIC MORTAR RING & COVER (SEE NOTE 3) CHAIN TO PLUG BOTTOM OF VAULT REINFORCING �i PLANNOTE: STEEL 2 /4 BARS RS SURFACE (SEE NOTE 3) d�P PER MOST � PRECAST CONIC. W 44 ECCENTRIC CONE SECTION D N IS NOT SHOWN. VARIES PRECAST CONC. MANHOLE STEPS N.T.S. V-40 MAX. 2✓i MAIL ADJUSTING RINGS O 12" O.C. • MORTAR EXTEND NON -SHRINK TO TOP o PRE -FORMED PLASTIC GASKET 18" SANITARY ATTACH PLASTIC � PIPE BELL CHAIN TO PLUG 4" OF PIPE. JOINT (2PER JOINT) TYP. ALL JOINTS) SEWER LOWER HALF PRECAST CONIC. ( / I STEP. MOST ECCENTRIC CONE GROUT I D I I AULT TELEPHONE JUNCTION 14 MANHOLE STEPS , O 12" O.C. EXTEND CONIC. TO SPRPKAJNE PRE -FORMED PLASTIC GASKET _ _ _ MECHANICALLY ANDABLE CONDUIT SUPPORT OF Pam' TYP. ALL JOINTS) CRADLESAND I.D.LUG BANDING STRAPS D. 2PER JOINT)-----------1-_----_-_N -_-_ (SPACING UNKNOWN) WATE�RSTOP GROUT NTS INSIDE CROUT 18"08"08" TEE \ GA KIT AND TSIDE-------=-=I-I-=------:-I -:-:tJ ---- lr (TYP. LL JOINTS)I -_-_ - - - - MECHANICALLY EXPANDABLE \ o - - - - - - - - - - - - `-' - 4" PVC \.-_-_-_-_-_I-I-:-_ _-_-t-:-:t:I `- - - CONDUITS PLUG _________ _ ___ -_-- -I_t: WATERSTOP - NON -SHRINK 18"z18%18" WYE GASKET GROUT JOINTS INSIDE \ o ! - _ - _ - _ - _ BACKFlLL AND OUTSIDE -\�----------r----------I----�y--- ---- (TV. ALL JOINTS) _-_-_-_-_- - - - 18 - 45' BEND�� \ i; ASTM C-478 - - - - - -L"1- - - -_I -- -t� - " o MANHOLE SECTIONS SAND PENETRATION GASKET CONCRETE — BENCH JOINT BACKFlLL ENCASEMENT GRANULAR PIPE BELL / ASTM C-478 I BEDDING / I p MANHOLE SECTIONS I /JOINT ' • 4 2 1 _ FLOW_ CONCRETE - W GROUT BASE TO BARREL GENERAL MANHOLE NOTES: ENCASEMENT / SECTION ON INSIDE 1. LIP OF BENCH SHALL BE SET AT ELEVATION EQUAL ° SECTION E TO \/\ + 2. PRECASTT BASEOWN OF HSHALLTBEIPE USEDCONDES LATERALS). ALL STANDARD 2 �14 BARS / 0 N.T.S. S4 S MANHOLES. 18" — 45' BEND U.S. WEST WILL REMOVE PRE -FORMED PLASTIC GASKETS 3. PLACE RING AND COVER SO HIGHEST PROJECTION COMPACTED GRAVEL AS AND DISPOSE OF UPPER U.S. WEST WILL REMOVE CAST IRON -------- - ON PLACE ON RINGS AND COVERS, AND CONCRETE CAST -IN -PLACE CONCRETE BASE COVER LIES 1ER BELOW PAVEMENT SURFACE. UNDISTURBED SOIL REQUIRED FOR FIRM SUPPORT HALF THE TWO PIECE ADJUSTMENT RINGS. 2 ,�4 BARS - 4. SET RING AND COVERS FOR MANHOLES 2 THROUGH 6 UNDER BASE. CONCRETE VAULT a Q EXISTING 18" SANITARY SEWER NORTH OF PROPOSED SANITARY SEWER LINE. SECTION B 18 - 90' BEND 4" DIA. TELEPHONE CONDUITS (ROTATE BEND COMPACTED GRAVEL AS REQUIRED .SECTION A FOR FIRM SUPPORT UNDER BASE. DROP MANHOLE NO-2 x � BACKFlLL ABOVE VAULT AND ZONE OF SAND BACKFlLL FULL WIDTH OF TRENCH NTH TO THE SOUTHEAST) PLACEUNDISREED SOIL C4 (WITH TEE TYPE DROP) _ _ _ _ C _ _ _ C � _ _ _ _ AROUND CONDUITS - - - - - - - - SCALE: 3/8"=1' I /•� - _ - I NON -SHRINK BACKFlLL -7\L-:---I_-:-_- WATERSTOP GASKET DROP MANHOLE NO. Go RING do COVER (SEE NOTES 3 do 4) - - - - - - - - - I PLACE GRANULAR (WITH WYE TYPE DROP) SURFACE (SEE NOTE 3) I t- ----------------- } r BANDING STRAPS AROUND I _ _� _ _ 0 _ _ 0_ _ I { BEDDING TELEPHONE CONDUITS _ _ _ I I SCALE: 3/8"-1' VARIES ----------"----- " PRECAST CONC. I t PIPE BELL 1'-4" MAX. 28 MAX. ADJUSTING RINGS (IF REQUIRED) I _ =0 _ =O= -0= _ Q_ = f F /JOINT PIPE BELL - - - - - - -- PRECAST - - CONIC. JOINT x ; ;, PROPOSED INV. EL.-5058.70 / ti1, ' " ECCENTRIC CONE 1 -8 "^, N • '�Fij ...` Lam: tY, 1'-6" SANITARY 24 JOINT a =t SEWER PIPE :. OPEN CHANNEL m MANHOLE STEPS < O 12' O.C. FLOW I 12" TO 18" (TYP) - 18" PVC PIPE INV. EL-5058.72 18" INTERCEPTOR PIPE a W PRE -FORMED PLASTIC GASKET MOM 18 STOP PLATE (TYP. ALL JOINTS 15" PVC PIPE 6" SERVICE STOP PLATE I,D. 2PER JOINT) INVT\5058.57 EMBEDDED GUIDE FRAMES - / r 4 TRANSITION EMBEDDED GUIDE FRAME iJ, ASTM C-478 \ < 6" PVC COUPUNC MANHOLE SECTIONS }I F5056.50 PIPE II > W w LOWER HALF OF �\ • J w OPEN CHANNEL 6' VAULT TO REMAIN \ �\,\/�\/�\/�\//\\//\\//\\//\\/�\\/ �i� STEEL REINFORCING 00000 MIN in N IN PLACE BOTTOM OF VAULT IS NOT SHOWN 15 INTERCEPTOR b AI/,(, EXISTING 15" STOP PLATE EXISTING 15" PIPE Ir 6" SERVICE VITRIFIED CLAY SECTION F PENETRATION PIT RUN PLACED BY PIPE GASKET JOINT SECTION (LOOKING NORTH) INV. -5058.89 -- TRANSITION FROM S4 U.S. WEST DURING CIRCULAR TO RECTANGULAR !- + INSTALLATION OF 4" PENETRATION CHANNEL CROSS SECTION �� i TELEPHONE JUNCTION VAULT CONDUITS. GASKET POURED INVERT PLAN MODIFICATION DETAIL - STA. 28+36± (TYP. ALL PIPES) 15" PVC PIPE massameav 00 PRECAST MANHOLE BASE (SEE NOTE 2) " SCALE. 1/2 =1 -0 EXISTING 15" TRANSITION NOTES: VITRIFIED CLAY COUPLINC PIPE MANHOLE NO. 7 BASE DETAIL SECTION C 1. U.S. WEST WILL REMOVE UPPER HALF OF VAULT AND PLACE 4" CONDUITS _ C4 b R A W I N G S O F R E C O R D ABOVE PROPOSED SEWER PIPE PRIOR TO PLACEMENT OF SEWER PIPE. = NOTE: BASE SHALL CONFORM TO STANDARD Those Drawin ■ prepared t of Record have been re aree based 2. PROTECT AND MAINTAIN 4" CONDUITS IN PLACE DURING INSTALLATION OF SEWER PIPE. PLAN MANHOLE DETAILS. STANDARD MANHOLE upon information submitted by theCOWMCTOR. 3. U.S. WEST WALL HAVE BACKFILLED ENTIRE TRENCH WITH PIT RUN WITH THE EXCEPTION Wile this information is believed to be OF THE AREA OF THE CONDUITS WHICH WALL HAVE BEEN BACKFILLED WITH SAND. e ^ N.T.S. reliable, RW. Inc. to not responsible for Ito for [7 accuracy, nor orrers or omissions which may t have been incorporated into this document as a result. KDP DFS BAJ :WI SHEETS SHE DRAWN DESIGNED CHECKED oC. Engineering Consultants SPRING CREEK RELIEF SEWER WORK SECTION C F OCT. 1992 020-103 209 South Meldrum Street 2400 W. 26th Ave., Suite 1308, Bldg. B 953 So. Frontage Rd. West, , 202 Fort Collins, Colorado 80521 Denver, Colorado 00211 Vail, Colorado 81657 S. BRYAN AVE. TO S. TAFT HILL RD. SANITARY SEWER DETAILS C5 C4 N0. BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0. 3D3 / +Bz-5922 3D3 / 458-Ssz6 3D3 / 476-6340 LIMITS EXCA� TRENC CLAY BARRII REPLACE ZONE ABOVE GROUNDWATER BARRIER WITH TRENCH WIDTH I NATIVE BACKFILL OR I I SELECT MATERIAL. v. GROUNDWATER BARRIER SECTION A S5 r; ;1 L11 ) ' LII��lll��llllil otZ GRANULAR BEDDING 4'-0" ELEVATION M U � nl e4i � O A — in W W o W V NO. BY GROUNDWATER BARRIER DETAIL N. T. S. OnT CASING SEAL OR BRICK k MORTAR 1" CLEARANCE (MAX) EXTEND TOP OF BARRIER 12" ABOVE GRANULAR BEDDING KEY INTO UNDISTURBED SOIL (TYPICAL SIDES do BOTTOM OF TRENCH) FILL SPACE BETWEEN CASING AND CARRIER PIPES WITH SAND PIPE II—III=III= I—I�I—ICI—ICI BOTTOM OF EXCAVATED TRENCH LIMITS OF GROUNDWATER BARRIER EXISTING STEEL CASING \ CARRIER PIPE BELL OF PIPE REDWOOD SKID (TYP) �?'aaa1L rrn. SPOII ALL SKDS SECTION /7N v PROTECTO WRAP TAPE PLAN CONCRETE COLLAR DETAIL 8 N.T.S. S4 EXISTING STL. CASING SPCG. BETWEEN SKIDS NOTE: REQUIRED STAINLESS STEEL STRAPS ARE NOT SHOWN IN SECTION. PROVIDE 2 COMPLETE SETS OF SKIDS PER PIPE JOINT 1'-0" TYP. BOTH ENDS GENERAL NOTES: 1. SHIM CARRIER PIPE TO MAINTAIN GRADE. 2. INDIVIDUALLY BAND EACH SKID. BORED CROSSING DETAIL H1 WOOD SKID ALTERNATIVE PIPE JOINT (TYP) OLLAR 4 — /4 O 10" PIPE BELL SECTION to c S5 PVC CARRIER PIPE CASING SEAL OR BRICK & MORTAR T EXISTING STL. CASING (MAX)CLEARANCE J 27 j IIN. I. ALL CONC. ENCASEMENT WALL BE REQ'D. WHEN CLEAR VERT. DIST IS LESS THAN 1'-6" OR HORIZ. DIST LESS THAN 10' BETWEEN PARALLEL LINES. SEWER LINE WATER LINE SEE "CONCRETE COLLAR DETAIL" CONC. ENCASEMENT 10'-0" 10'-0" CONIC. ENCASEMENT WALL BE REQ'D. WHEN WATER WATER LINE LINE LIES BELOW SEWER. (SEE NOTE 1) CONCRETE ENCASEMENT OF SEWER JOINTS AT TYPICAL WATER LINE CROSSING C3 NOTES: 1. ENCASEMENT IS NOT REWIRED AT 42" WATERLINE CROSSING (SHEET S3). FILL SPACE BETWEEN CASING AND CARRIER PIPES WITH SAND I I � M Z I I � 0 z PROVIDE 3 CASING SPACERS PER PIPE, OR MAX. SPACING OF 4 EXISTING /— STEEL CASING �— POLYPROPYLENE SKID �- CARRIER PIPE BELL OF PIPE 1 PROVIDE CASING SPACER �r Z�r nw1 POLYPROPYLENE SKID SECTION / Ei S5 BORED CROSSING DETAIL POLYPROPYLENE SKID ALTERNATIVE H2 KDP DFSBAJ DRAWN DESIGNED CHECKED — Inc Engineering Consultants _ OCT. 1992 020-103 209 South Meldrum Street 2480 W 26th Ave, Suite 1308, Bldg B 953 So trontoge Rd. West, ,# 202 Fort Collins, Colorado 80521 Denver, Colorado 80211 Vail, Colorado 81657 DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0. 303 / 482-5922 303 / 458-5526 303 / 476-6340 DRAWINGS OF RECORE), These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliaule, RBD, Inc. is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. SPRING CREEK RELIEF SEWER S. BRYAN AVE. TO S. TAFT HILL RD. J Y U m z 0 N U z C W m 12" NIZ 6" MIN. DEPTH AS REQUIRED —' TO OBTAIN A STABLE SUBGRADE. SERVICE WYE 12" MIN. INSTALL FILTER FABRIC BETWEEN PIPE BEDDING AND STABILIZATION MATERIAL, IF STABILIZATION MATERIAL IS REQUIRED. MODIFIED CLASS B BEDDING 45• ELBOW PLAN VIEW N. T. S. %j TRENCH 12" " o o 20' MIN. Clo45• MAX. o o� aU' o>o Z QOo�o ° z a o W !0 D a _.� m D , 0°U(�o�o I O0o a Da DpO, ao gga o 0�o 8 D N.T.S. DO NOT USE MECH. EQUIPMENT IN THIS ZONE PIPE UNDISTURBED SOIL COMPACTED GRANULAR MATERIAL STABILIZATION MATERIAL (AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS) PIPE SUBGRADE �- AIR —TIGHT PLUG WITH 4" X 4" MARKER i 126 GRANULAR BEDDING \h` `COMPACTED GRANULAR MATERIAL 18" PVC SEWER PIPE Q! 3� Lit of II 0I �I + ✓i�ii�i� yi�ivi�i?�r`� '�vi��ii�� 4�! " X 4" REDWOOD `T� SERVICE WYE DETAIL CROSS SECTION WYE N.T.S. L AIR —TIGHT PLUG GRANULAR BEDDING SANITARY SEWER DETAILS C5 I C5 i 1 i WORK SECTION D SPILL STRUCTURE AT PROSPECT ROAD (PART OF PROSPECT ROAD IMPROVEMENTS -SHIELDS TO TAFT HILL) VICHTY MAP SCALE: 1 "=2000' FOR CITY OF FORT COLLINS, COLORADO MARCH, 1993 BID NO. 4653 ABBREVIATIONS Cabe Talevisisn CTV won Pips III Right of Way IOW Center Line CL Easement ESMT Sankey Sear SAN or S.S. Concrete CONIC Left LT Sovtw SEPL Corrugated Meld Pipe CMP Linear Feat LF S owt SIT Diametr DIA Manhole MN Saps S Duct" won Poo DIP MaWmwn MAX Sol bring S.B. Zeds ZA MIN Wrapped MW Seuth S East E Minimum MIN Staten STA Elevation ELEV. North N Stsd STL Edsting EXIST. Not to Sods NITS Stern Seger STM Feet (Foot) FT Number NO Tap of P" T.O.P. Fie Hydrant FHY On Center O.C. Twood TYP Flow Line FL Outside Diameter OD LMdrgrowrd El d -c UGE Galvanize GALV Palyvin)o Chloride PVC UndewVwxW Telephone UGT Gas G Invert INV Vlhlled Clay Pipe VCP Natzontal HORZ Rodlw R VON ftw VERT NO Prwwn FP Asinsaosd Comets Pipe RCP water w inch IN "t R With w/ bride Diameter ID ~ - 7 201 S" Wlivrn Shd Fort Cam Cdoreb IM (303) 412-91n INDEX TO DRAWINGS SHEET NO. DESCRIPTION ie ? a D1 PLAN • PROFLE D2 DETALS LEGEND — - - — ROAD RIGHT-OF-WAY OR PROPERTY LINE ---0- OH — E)OSTING OVERHEAD ELECTRIC (W/POLE) - — �- — - SECTION LINE WITH SURVEY POINT EXISTING CABLE TELEVISION —CTV �-5025--� CONTOUR EXISTING GAS G o 9 PROPOSED SANITARY SEWER LINE (W/MANHOLE) LIMITS OF CALL -OUT — X X — FENCE LINE CURB. GUTTER AND WALK -0--w4(� EXISTING WATER (W/VALVE AND FIRE HYDRANT) 0 POWER POLE —O—SS— EXISTING SANITARY SEWER (W/MANHOLE) 0 TELEPHONE PEDESTAL --O—STORM- EXISTING STORM SEWER (W/INLET) c ELECTRIC VAULT E EXISTING UNDERGROUND ELECTRIC O SOIL BORMG HOLE LOCATION AND NUMBER --ED--T EXISTING UNDERWIOUW TEliPii K (W/VAULT) 0 TEMPORARY BENCHMARK (TOM) 1004 i OUTLINE OF ADDRESS AND HOUSE ki z SCALE: 1"=3U, HORIZ. 1"= 5', VERT. I I� - _ 1. 10 RsINSlI111 ILITX* D= 11111111 00s1STROCT Can. • i-� , _ - I som - Ivs: PROS Ti1 -- - -- Em. SODS' -- OP 1n1'1'R Ivan ROaD 0 � E �{ u �, W 1113,1113. 029.07 - 1. ?a s, s1ss, sR OF ILL Ufa oPILI am aaowl w 1�alssa. IT j SIM& sa 111211011 A.A16.9 Os Z. so TX3 -- AND TAM I fix or 211111111 w11= aim 1111112 °3045 I --- - way j 4. =8? 1s" CL1I m lips Im- s1ts1ALI • - !R JOIlS' nI I ONTO a Iw d ISO rwve Ps:a 41 t IMOP. \ Am A0 iF1 5040 \ 6 Lf_ Gr nsR �[LA 2' H. s. or for f _ raTaasa� =ss GO4O x C. 1si0PaL f sum 611 lwwl "!aR IEGG9TOF K 71� so M will am Ift I= =OS I I I I \ LOCal� as rjL O 12M mw room SO 11i s,1 sst 45 Pr. Or o a�j i i - - �JOsaJ 1 r r r 1 c r - - omomvm sea". 111110111111 iI!! •l�rPOR irN t 21 PLRCs 3lllll�i1l. -_ Soso H 4' W. v T (♦ i I i 7. asPns.: s 142" m Ids R H.O.L.----- aR� ss" eNYs} S. Apm w= or AIR# A, as ...:.. •..•: I •...• .. I 1/Ir TW .• CrRoM G. ? oN GHNJNE 5020 :..;.. n..... ............:...... ....... — — � — ! I DI+TA 'Soto 4! CLA9* 'D b6D01N6 (rye - - • �LGIOp IN OIhTi�� Z p I F 1 II PLOWLINt I "JOTS 9015 11 W10 solo OL z z z 9 >z + + i, + 4 3 4 5 2 1 O DFS,_ DRAWN KWG DESIGNED CHECKED .ge Engineering ConsultantsSTORM 500Coltman, Suite 103 Longmont,03/678-Colorado 60501 3031678-9584 LARIMER CANAL # 2 SPILL STRUCTURE AT PROSPECT ROAD SHEETS SHEET DRAINAGE IMPROVEMENTS APPROVED FEB. 1993 DATE 020-106 PROJECT N0, 2900 South College Avenue 2480 West 26th Avenue, Suite 1308 Fort Collins, Colorado 80525 Denver, Colorado 80211 953 S Frontage Rd. West, Sate 201 Vail, Colorado 81857 PHASE III PLAN &PROFILE D2 D1 NO. BY DATE REVISION DESCRIPTION 303/226-4955 3031458-5644 303/476-6340 4 �5 svar z ,a t i BY *-Ar "a DATE TYPICAL MANHOLE RING r TfOIK 1u Ir K tK NM 4 SIM 6 KET 1 1/r ,TOLE ZVON AT ME 74' 2t 1 2P 1 2r F" Ik 4 1013 r ,r ,r Flit 11r F1ET ,rr .lr Jr ,MEE , 1/r HIES LW-Nr _I r GENERAL NOTES ALL BUT 4101111113 AK VO M Nw+Nsl may ALL 0010M MU K GAS A OIL C0 =M wls OWL K A r 10M 111115 An aM1L K r ,IOC CA1 FAR AEI VAL K SOLUN 0 AFw i 1 1/r E>000 WOMEN � RU K KIM 10 A 1 1/r FAR. M1 AM IIEIE Q11w c M 301 K 1 TO MARK E1116 we M 10T=t KT11 1K 1MEK111 MR ALL M10'AM EA11 !TALL K TKM f01 EA1= BM W I M1 EM SILL K Owe NO /11ML K i MK N QAK s: 01111fOM AM tA9fME OF if1K MAMMI m me am Am VITAL ALL OM fall K A Af110r r QWL MINE W SI1e III 1K NET KO E4�... AK TONAL ACpK.AM AM AE40�R fMLL K Al M M IK fR OAVOW MIL MAIM 00M0 V FM SWCU K UK fMLL K EKMM IM M SILL 01011111 10 K MMK M 6 IMI Ml fM TYFE I ME I TIFF H ME I THE I TYPE: TOE Z ii r , I f1 BAR BENDING DIAGRAMS - (DIMENSIONS ARE OUT -TO -OUT OF BAR) N I 1E1MM a TO SECTION A —A We 4 YANk n,r Y TAbw e TIn 601Nn AnlAA, n fAAI 1 wA OMW LwM 19bb Y duat rK rET r11wE 11fNi sMLL aMM~Pe�wMsINi rK SECTION B-B END VIEW M rK M N' K r ALL AA0101 A11M11 MM 0101 CAR (1TAE 2 - our* e /` 4 90 Ir 14M 11 AM1 1 1/P Loa ow L 1 1/r 10E ?AM wy 1 ,/4. OM 2 24' a. rr .� 14 49 7XTXJ/1• F1AE o CURB FACE ASSEMBLY, PIKcs E n*o Assembly 90ors Pourkp Concreto. PLAN INSTALL TEMPORARY CCA TIMBER PLUG TO PREVENT STORM WATER FROM ENTERING THE INLET ONCE IT HAS BEEN CONSTRUCTED. CURB INLET TYPE R DCH KWG DRAWN DESIGNED CHECKED 1 E c . Erwgkmmv Q Coroultants FEB. 1993 020-108 209 South �"A" Strait 2480 W. 26th Ave.. Suit. 1308, ". B 953 So. Frontop Rd. 1Mt, / 202 Fort Ca6M, Colcrodo W521 D1,w, Colorado 0211 Vda, Cdarodo 61657 APPROVED DATE PROJECT NO. 1 303 / 462-5922 303 / 450-5525 303 / 476-6340 I I� 1 � � 1 I �I C4 i l � 1 )1 1 I < �T7TtR�iW � M33 - TF8 I PLUG 150 LINE DURING r M ELM HOURS 1 'I I� 1 II 1 ( I, 1 "1 4 I —10 I I 1 I 1 I I " PUMP FROM MH52 I INTO MH51, PUMPING \ INSTANCE APPROX. 10 FT. Dl v 10" DETAIL 5—J1 SANITARY SEWER PUIII PING OPTION NO. 2 No Soolo I F N I � MVERT = 502205 / I (. ELEV. MITID I MILEET As S02sS 0o SHAiPE• BOTTOM SLOPE CONCRETE : / h SHAPE SLOPE / BOTTOMN/ CONCRETE I I • SHAPE AND SLOPE -------- - - l % �- - BOTTOM w/ CONCRETE - ------ 10' TYPE R A CURB INLET CAST IN PLACE / v. of CONIC.Mal Is = 1.80 103045' INVERT SHAPM PLAN 1n 3' - LARIMER CANAL NO. 2 STORM DRAINAGE IMPROVEMENTS - PHASE III PRELMdARY NOT FOR CWISTRUC IM FEBRUARY 5. 1993 SPILL STRUCTURE AT PROSPECT ROAD DETAILS : V% N N 5066 5064, 5062 5066 5064 5062 5066 5064 5062 REVISIONS: 94+00 O CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA 1 4000.0000' 97.4245' 48.714G' 97.4221' N 01'37'48' W 01-23'44' 2 4000.0000' 306.6950' 53.3507' 306.6919' N 00'07'53' W 01'31'42' 3 4000.0000' 99.9792' 49.9922' 99.9766' 5 01'3G'42' E 01'255G' 4 100.0000' 25.0656' 12.5988' 25.0000' N 08'0435' W 14'21'41' 5 20.0000' 21.0118, 11.5923' 20.0587' N 45'21'16' W 60'11'40' 6 100.0000, 25.065G' 12.5988' 25.0000' N 82'37'56' W 14'21'41' 7 100.0000, 25.065G' 12.5988' 25.0000' 5 06'17'07' W 14'21'41' 8 20.0000' 21.7023' 12.0582' 20.6531' 5 44'33'08' W 62'10'21' 9 100.0000, 25.065G' 12.5988' 25.0000' 5 82'49'09' W 14'21'41' BEGIN CONSTRUCTION OF CURB AND GUTTER AND MATCH EXISTING AT STA, 96+22,05 30.04' WEST OF SL PC SEE SHEET 39 OF 65 FOR DETAIL OF RAMP 3 BEGIN WALK AT STAl 98+97.39 AND MATCH EXISTING PFC STA, 97+97.64 STORM DRAM INLET --� 3.25' WEST Of SL O PRC 5TA! "*1822 - J WIDEN - 5'�ET WITH 7' HOP AT 34r5' W€6T OF SL 95+00 TAFT HILL R D . I ON 12' OF ABC Y' NOMINr�L H.B:f. ©VERLAY 96+00 LIMITS OF OVERLAY 97+00 ,,,- PROPOSED CROWN LINE 95+00 1 99+00 O STA, 96+22.05 Ir- BEGIN TRANSITION STA- 94+50 MATCH NEW ASPHALT TO EXISTING I WIDEN STREEET WITH 7' HBP SECTIONLINE 2321' EAST OF SL GRADE AND GRO55 SLOPE ON 12' OF ABC EOA PG 51Al 97+00 31.08' EAST OF SL E9F PT OF - AST 5L 2 BEGIN CONSTRUCTION OF CURB AND GUTTER AND MATCH EXISTING AT STA, 98+06.79 - - - - - - - - - - - - - - - ROW I f ROW r PT STAB 97+19.46 / 31.29' WEST Of SL WIDEN STREEET WITH 7' HBP ON 12' OF ABC GRAPHIC SCALE Z (ma ) 1 h oh - 20 1L 95+00 0.417. 1 1.00' 32.54' IA BEGIN WALK AT STAt SEE SHEET 14 Of 65 FOR PROSPECT PLAN PROFILE I PT I 5 47 FOG 37.62' VEST OF SL O Ll owv �- m -1 + o S.E. R`,ORNER OF SECTION 15 __:q 0 cu STAIttOO400 ON PROSPECT RD. AND 0 O STAB O ON TAFT HILL Rp. Q LIMITS QF CONCRETE ROAD < CONSTRUCTION AT STA, 99+1726 41 PC SjAt 99+16.&q 32.50'-"5T OAXSL 35.63' EAST OF SL FCC 0 OL IL 9 O Lu IL I PT o r SHEET 3q OF G5 DUAL Of RAMP 4 I I a II SEE SHEET 14 OF G5 FOR PROSPECT PLAN PROFILE PC ELEVl 5064.41 PT ELEVs 5064.49 MATCH EXISTING-0.407_ STA& 96+22.05 ELEVs 50G5.14 GRADE BREAK ELEV, 5064.51 GRADE BREAK EXISTING GRADE AT PROPOSED WEST IL PCG ELEVa 5064.40 STAB 96+66.06 ELEVs 5065.32 GRADE_ BREAK FOG ELEVs 506427 5066 -- s Ln� PRO STA, 99+1822 ELEVs 50G4.12 O m - O room PROPOSED GRADE AT WEST E MATCH E STING STAl 96+ 2.05 ELEV, 5066.06 GRADE BREAK STA, 96+50 ELEV, PROPOSED GRADE AT GROWN `- EXISTING GRADE AT CROWN LINE BEGINNING X DE54GN STA: 96+2 .05 ELEVt 5065.31 GRADE I IREAK 5TA, 6.06 ELEVs 5065.55 T� 96+81/7 ELEVI 50G5.49 n t9 0 GRADE BREAK STA, 99+18 ELEV3 BADE BREAK TA, 99+03 ELEV, 5064.94 GRADE BRE STAl 98+87 9 ELEVs 5064.97 --� PROP05ED GRADE AT EAST 11 GRADE BREAK 5TA, 98+06.79 ELEV, 50ro4.82 GRADE BREAK STAB 49+tG29 c�9y n-0.407. w - U' -i in N� 19t9 t9� O� Inin EXISTING GRADE AT PROPOSED EAST EOA 97+00 98+00 - 5'OG4 l9 5062 LL_ O N t-H W kJ GRADE BREAK = STAB +93 ELEVl 5065.36 In GRADE BREAK STAl 99+78 E EV, 50G5.33 lu 020m. 0.6 7. 02Om. -O m. 5000 50G4 c�9 t�9 o t9 0 O O 5062 U," O Z O J O G ELEVt 5064.11 PT E EV3 5063.93 FOG ELEV, 5064.09 ELEVs 50G4.23 L \r,,.,. 5066 \ _c' 5064 99+Oo 100+00 50,62 DESIGNED BRAWN APPROeEE - G.A.K. AGAR TAFT MILL PLAN + PROFILE 11 S(:,>tE .so <_HECKEO 93 STA 94+00 TO STA 100+00 G5 VERT. 1 MORIL 1' SEE SHEET 14 Of 65 FOR PROSPECT PLAN + PROFILE ® PG(31E a CFFOMK EET 39 OF 65 \AL OF RAMP 5 - 5t \ WIDEN STREET WITH 7' ON 12' OF ABC PGG r CONSTRUCT CURB. GUTTER AND WALK E Z UGC 35.63' EAST, H K 0 F �- C O R N ER OF SECTION 15 Q Q A100+00 ON PROSPECT RD r� TAB 100+00 ON TAFT HILL RD. PGG 3�.03' EAST OF 5L 1 CL AT STAR 102+27.07 7.00' PT STAB j+69.73 34.50' 3�Bi7- OF 15L 1.00' 101+00 FT END CONCRETE ROAD CONSTRUCTION BEGIN X°�VERLAY AT STAR 100+68.96 PT 5 As 100+68.19 3Z3O- 32.50' EAST OF 5L I NEW STREET LIGHT --'"'''I PGG - - BY CITY CREWSoz - - --1 CONSTRUCT 15' DRIVE APPROACH l�J CL AT STAR 101+44.60 (L 1 CONSTRUCT CURB. GUTTER AND WALK 0 PC s � I SEE SHEET 39 OF 65 t FOR DETAL OF RAMP 6 r cq SEE SHEET 14 OF 65 FOR PROSPECT PLAN + PROFILE 5072 D.070 5068 D966 5064 5072 5070 DD68 5066 5064 15072 D,070 .5068 D066 5064 REVISIONS tsmr AT `PBG STAR W-2+68.C5 31.09' EAST OF SL 102+00 WIDEN STREET WITH 7' HBP ON 12' OF ABC _PC STAR 102+05.21 32.50' EA57 OF SL INSTALL MAILBOX I I INSTALL CONCRETE DRIVEWAY CONSTRUCT 15' DRIVE APPROACH GL ON f1 5 'As 303+29.39 I CONSTRUCT 25' OWE APPROACM ROW CL ON FL STAR 104+23.81 Ir - 1 1 IRS PG STAR 102+69.44 PT STAR 103+20.57 3*50' WE5i 01"5t- 35.25' %trtT OF 9L4- Y PG STAB 104+70.62 2' NOMINAL H.B.P. OVEREAT 25.gr WEST OF 5L 103+00PROPOSED CROWN LINE104+00 =F - SfCTIONLINE PT STAR 103+58.72 TAFT HILL RD. 27.42 EAST OF SL /_ PG STAB 103+85.11 Q,° / 26.34' 95LT -Of SL ASPHALT IMATGHNG I .O o 0 ROW vil NE STREET LIGHTPC 5 \ nt RELOCATED FIRE I tYDRAN PT + 70 7d CONSTRUCT 3 WIDE 18' HIGH SPLA STRIP rn FROM STAR 1 2+33.91 TO STAR 102mii2ij Z I`o TRANSITION SPLASH 5T FROM 2' WIDE 0' HI q I AT STAR 101+73.91 TO 3 WIDE 18' HIGH AT STA 02+ TRANSITION SP SH 5TRIP FROM 3' WIPE 18' HIGH AT STAR 102+43.91 TO 21 WIDE 0' HIGH AT STAB 102+68.% BEGIN CONSTRUCTION OF SPLASH STRIP AT STAR 101+73.91 SEE SHEET 39 Of 65 FOR DETAL OF RAMP 2 G' X 16' UTILITY EASEMENT INSTALL MALBOX CONSTRUCT 15' DRIVf APPROACH CL ON FL STA- 304+55.77 Cy-y-yY y-wyr r--r -Y MR 0 LIMITS OF OVERLAY PT STAR N F24 D WALK AT PT STAR 105+21.99 .7V WEST OF SL - LIMITS OF OVEREAT ux LAW TRAIN ION WE NALK OVER SO' - - - - - - - TO M TCH XIS ING AT STAR 104+44.07 0 00 0 G 5Ef SH£ x x I x x FOR DET Of RAMP 1 CURVE T RADIUS LENGTH TANGENT CHORD BEARING I DELTA 10 100.0000, 25.0656' 12.5988' 25.0000' N 83.00'22' E 14'21'41' 11 20.0000, 21.6959' 12.0535' 20.647G' N 44*44*54' E 62'09'15' 12 100.0000, 25.065G' 12.5988' 25.0000' N 06'29'26• E 14'21'41' 13 100.0000, 25.065G' 12.5988' 25.0000' S 82'49'30' E 14'21'41' 14 20.0000, 21.1458' 11.6840' 20.1772' 5 45'20'43' E 60'35'13' 15 100.0000, 25.0656' 12.5988' 25.0000' 5 07'52'15' E 14'2141' 16 1440.0000, 63.7702' 31.8903' 63.765O' N 01'57'32' W 02'32'14' 17 1070.0380' 51.7098' 25.8599' 51.7048' 5 00'41'37' W 02'46'08' 18 14-40.0000' 58.9731' 29.4907' 58.9690' 5 01'51'41' E 02'20'47' 19 3094.8350' 51.3816' 25.6955' 51.3769' N 00'444G' E 02'41'20' n n • flLTT/l L7A ♦ T 70 100+00 101+00 102+00 103+00 104+00 105+00 DEsiC.N i� DRAWN APPROVED M G.A.K. AGAR SCL VERY. i'.6'BOOK CHECKED ---.... ADO 101 )POSED EAST TAFT MILL PLAN + PROFILE � q3 STA 100+00 TO STA IOG+00 106+00 5074 5072 5070 5076 5074 5072 507G 5074 5072 12 G5 A M N (M CY.9 W72 5070 5068 5-066 5064 5072 5070 r 5068 5066 91+00 N O n 5072 0 3070 m _ _ - . _ -T a O 5068 _ 5066 5064 N 1 30.00' 92+00 —I — —r — q2+00 GRAPHIC SCALE w 40 ( IN Ir= ) 1 Inch - 20 !L 3000• ROW LIMITS OF OVERLAY 99+00 STAv 93+11 86' PROPOSED GROWN LINE MATCH EXISTING 8TA* M3*01 tLLV* -506"7 93+00 112.28' SOUTH Of SL — — � ROW FROPOSED EDGE Of ASf`HALT BEGIN TRANSITION AT STA, q5+44.9.3- lq.67' NORTH OF SL PROSPECT ROAD 3' NO O RLAr WDEN STREET WITH 7• MBP v ON 12' ABC SECTION LINE 95+00 96+oo z Q —= PROPOSED CROWN LINE + H -mor 5m EUGE Of I"AVEMENT " WIDEN STREET WITH 7' HBP — ON 12' ABC — — — — — — — — — — — — — — — — — — — — — — I I GRADE BREAK STA, 93+50 ELEVe 5069.77 ZR.ADE aREAK STAt g4+00 ELEVl 5069.53 -OAW. TIC --- — MATCH EXISTING GRADE BREAK STAB 93+10 EL , 5070.44 STA, 94+00 ELEVl .457. o� t MATCH EXISTING STAI 93+10 ELEV, 5070.08 GRADE BREAK STA9 94+00 ELEV, 94+00 r- PROPOSED GRADE AT NORTH EOP 5072, GRADE BREAK 5070 STA* 95+50 ELEVs 5067.90 5068 19 ^ 5066 n o k9 Lo a 9 5064 in in Z ,n in EXISTING GRADE AT PROPOSED NORTH EOP J O L oU) 5072 PRO OSED GRADE AT GR WN LINE Q U u 5070 U4 -1. 67. 5068 n- Cat e �;p a 0 n coso q 5066 in �� OO 100 nn OOn EXI TING GRADE AT CROWN LINE in OPOSED GRADE AT I SOUTH EOP on u0i� 00 EXISTING GRADE AT PRO OSED SOUTH EOP 95+00 96+00 5072 5070 5068 5066 5064 '' 1a G.A.K. AGAR SIGNED DRAWN APPROVED PROSPECT PLAN + PROFILE 13 SCALEvw i.m,BOOK CHECKED D TE q3 STA q1+00 TO STA qG+50 'F G5 A Mom rmw N N 904 co) u- O SEE SHEET 39 Of 65 apy FOR DETAIL OF RAMP 5 a 5' X 12' UTILITY EASEMENT PG STA, 99+22,41 / ROW STORM DRAIN263' NORTH OF SL / ¢ a INLET any 1 I T 30 OF G — CONSTRUCT 6' VERTICAL CURB AND GUTTER FOR SET LOCATION i S1111, 3a.Od' OC"STRUCTION'bF 1YEW AL'Ob" AND lr, T R END TRANSITION AT STAl 97+90.92 AT 40.50' SOUTH OF SL W WIDEN STREET WITH 7' HBP Z ION 12' OF ABC h orb + PROPOSED CROWN LINE B O ftLAY w-I —] - 4.F �O.Om- V._ T BEGIN CONSTRUCTION Of VERTICAL CURD STA, 97+90.92 AT 40.50' SOUTH Of SL I I 5068 5066 5064 5062 *OGS 5066 5064 5062 5066 5064 5062 .5060 REVISIONS N 9 PT 1 a I 0 OL n PCL J �J = LL I PGG A 24.62' aF SL 95+00 SECTION LNE 7.00' r Li 40.50' PROPOSED CROWN LINE CONSTRUCT G' �END _TRANSITION AT STAB, 98+83.02r —' _ _ PC STA, 99+24.35 m 40.5' SOPTH OF r�IPCC AT L21 piW�1 SOUTH OF jfg O EE SHEET 12 OF 65 FOR NORTJ UTLJTY EASEMENT TAFT HILL ROAD CONSTRUCTION PC I SEE SHEET 39 OF 65 STORM DRAIN MET FOR DETAIL OF RAMP 6 SEE SHEET 30 OF 65 FOR NLET LOCATIONS CONSTRUCT CURB. GUTTER. WALK AND SPLASH ST ROW rGC -- -- -- — -- 1 6.00' O PCC, AT 29.63' 13 PT STAB 100+74.26 -..ls mTH,GE.SL + W6.5tY NORTIt aF 3L S E. CORNER OF SECTI N 15 CONSTRUCT 20' DRIVE A ROACH !LlAt MOT- RD-AND ICL AT STAB 102+09.34 STIa 100+00 ON TAFlb LL RD. 101+00 102+00 PROPOSED CROWN LME I — SECTION LINE PROSPECT ROAD PT STAB 100+75.83 STORM DRAM NL 40.5' SOUTH OF SL SEE O OF 65 50UFICC T O 5L ' ' " FOR fT LOCATIONS STORM DRAM NLET — , FCC SEE SHEET 30 OF 65—+—°:" ` R71CAL CURB AND GUTTER FOR INLET LOCATIONS 7 T" J ROW PCC SEE SHEET 39 OF 65 FOR DETAIL OF RAMP 3 ® NEW GONTROLLEWCABNET ` I l PC - yb+uo 99+00 200+00 DESIGNED: DRAWN ° APPROVED G.A.K. AGAR SCALE: BOOK CHECKED vw. 1'-' "OM r=2& 6.00' �-- ROW SEE SHEET 39 OF 65 FOR DETAL OF RAMP 4 101+00 EASEMENT \NEW STREET LIGHT BY CITY CREWS 102+00 7.00' PROSPECT PLAN + PROFILE D- TE:q3 STA 102+50 TO STA 102+50 .. =z= 1 40.00' 26.50' W Z I Q � tp 40.50, 50.00, viola r 5068 5000 5064 5062 50G8 5066 5064 5062 5066 5064 50G2 5060 SHEET 14 OF G5 Mim SEE RAMP 7 ON SHEET 39 OF 65 FOR ETAIL x�q�y, 'l1F CONSTRUCT 4' CONCRrTI4 DRN ROW NEW STREET LIGHT BY CITY CREWS SEE SHEET 24 OF 65 FOR EVERGREEN PLAN PROFILE W w C3 w FT w PC ISEE0RAW Fd� DETAIL - PT STA, 104+60.29� SEE R P 7 ON SHEET 39 OF JG5 FOR DETAL RELOCATED FIRE Tff PC STAt 106+78.32 \ ROW - 40 00. a .� W W 26.50, INSTALL MAILBOX AT PC STA, 103+74.24 CONSTRUCT 37' DRNE APPROACH _ STA, 102+89.38 T (rt GON5TRUCT 15' MYE APPROACH PT STA, 104+64.08 CL AT STAt 105+55.01 KI VIr r r CONSTRUCT 13' DRNE APPROACH J 203+00 CL AT STA, 103+08.74 104+00 105+00 106+00 CL AT STAt 105+93.00 1- + 7•00 SECTION LATE PROPOSED CROWN LINE °- LO Q r' PROSPECT ROAD 40301 r r o o STREET LIGHT o a o 0 0 BY CITY CREWS ,b-a ._ - ROW 5068 GRADE CREAK 5066 STAt 103+27.70 ELEV, 5063.88 5064 s 50f.2 c9 It 2 u, n W 64" - 4fi O Wo N� ? 0 N w v 8068 H _ s 5066- W 5064 5062 - ^ - z N 5068 5066 5064 5062 �+Ea, ONS 1 GRADE BREAK STAt 3Afi+I 7.7A-A SA63:88 -1 6.00• 1.337. GRADE BREAK S;A+ 103+96" FLKVf 50"AG GRAPMC scat (wI=) 1 *Ah - 20 IL 148.10' VC PVI STA - 104+75.00 PVI ELEV - 5065.54 A.D. - 0.93 K - 160.00 BVC STA, 104+00.95 ELEVt 5064.56 148.10' VC FYI STA - 104+75 PVI ELEV - 5066.26 A.D. - 0.93 K - 160.00 1.337. BVC STA, 204+00.95 ELM 5065.27 EVC STAt 103+flG.ro3 ELEV, 5065.22 148.10' VC PVI STA - 104+75.00 PVI ELEY - 5065.54 A.D. - 0.93 GRAV IM TAK K m 160.00 STA, 10 +96.63 ELEV, 5064.50 BVG STA, 104+00.95 EL Vt 5064.56 _-.- a 104+00 '- 4R'rk>4,y. ,'rrryps'r:VMNRM`-.•HMH„1A -W ICONSTRUCT CURB. GUTTER. WALK AND SPLASH STRM EXISTING GRADE AT PROPOSED NORTH FL tilt -5TA, 105+49.05 'ELTr 5W.5.84 PROP SED GRADE AT NORTH FL PROPOSED GRADE AT CROWN LINE EVG STA, 105+49.05 ZLEVt 5066.56 �� Svcs in in EXIST[ G GRADE AT CROW LINE PROP SED GRADE AT 5OU H FL EVG STA, 105+49.05 EL t 5065.84 win i 'We 00 to inn2 , ni EXIS ING GRADE AT PROPOSED SOUTH FL 105+00 106+00 ROW SEE SHEET 24 OF 65 FOR LARKSPUR PLAN PROFILE w IL IM Q PG �-- PT 5 ^b� SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAIL PT STA, 107+60. -- %-- PG STA, 106+74.64 � NEW STREET LIGHT PT STA, 107+64.43 MY O Q BY Y CREWS 107+00 106+00 J + C9 SECTION LINE 0 a� dr) ILI 0 BVG $TA, 107+59.14 ELEV, 5067.41 107+00 O �o GRADE BREAK STA, 108+25.24- ELM - 5000AG GRADE BREAK STA, 108+25.26 ELEV, 0 T3223' VC HIGH PONT ELEV - 5067.54 HIGH POINT STA - 108+24.01 PVI STA - 108+25.26 PVI ELEV - 5067.68 A.D. - 0.83 K - 160.00 5068 5066 5064 5062 5068 m N to 5066 di 0 5064 Z l+ 5062 J co 0 Q) `� w Q Q In w 4� 5068 �J5 5066 N 5064 ,On n 5062 DESIGNED DRAWN APPF"t`v'Et' ^i } G.A.K. AGAR PLAN + PROFILE STA 102+50 g.x 15 :AII� r=o, OK CHECKED I�=1 q3 TO STA 108+50 G5 "OM 1'-20' oi.rw.br _.w�w�r�s �r�r w-tear®�- � ��- •+wwr ww_sev� aw ,,. •. •. .Ye�_�• SEE SHEET 25 OF 65 FOR CASTLEROCK FLAN FROFLE c 5068 5066 5064 p062 5060 5068 5066 5064 5062 5064 5062 060 5058 505G CONSTRUCT 37 3' OF 4' THK CONCRETE CENTERED AT STAB INSTALL OX I x SM RAWJ7 ON SHEET 39 OF 65 FOR DETAIL ROW �FC STA, 112+36.00 tLl R'1N A- _ &The 112+32.13 CONSTRUCT 43' DRNE APPROACH CONSTRUCT 43' 'RIVE APPROACH CONSTRUCT 43' ME APPROACH CONSTRUCT 43' DRIVE AFFROACH 26.50• 1L w O 1 INSTALL WATER VALVE 0 x I > I I ONCRETE CONSTRUCT GURB. GUTTER. WALK AND-SPLAOH Sl x CONCRETE WALK CONSTRUCT 4' CONCRETE WALK FIRE HYDRANT 41 'S 12 50' r GL AT STAB 308+94.90 CL AT STA= 109+63.80 CL Al STA, 110+33.79 CL AT STAB 31+03.84 t0 J + 10M00 U0400 iii+OO =400 - r— O PROSPECT ROAD SECTION LINE 7.00' ss=40.50, INSTALL 8' WATE WORK TO BE E BY OTHERSSEE RAMP 7 ON SHEETNEW STAB 109 6.41 39 OF 65 FOR DETAL 51REET LIGHT 52.05' FROM $ 7BY CITY CREWS PT STAI 110+20.69 NEW STREET LIGHT BY CITY CREWS p V 1YF. M.40' FROM $ O -- — o— o 60' R ` I"T FT STAB 110+18.02 ° PC, CONSTRUCT APPROACH ROW C STAl 108+63.87 60' F.00 R It SUGT 11+4DRIV 3i 47' FROM $ rACrMrNT PRG S15' TAB 59 IA' 1 +42.'i7 FQC3M Sb-- OFF WEST el' WJr.TAI I F!F FL MYrOANT 34.00"\ �i 0fJS FROF05ED v CONS RUC 4- CONORE E E hiI SEE RAMP 7 ON SHEET PT 39 OF 65 FOR DETAIL U PT STA, 113+20.63 ,A.. / 40.00' 0 J/ PT STAB 113+24.35 0NEW STREET L14F1T CONSTRUCT 15' DRIVE APPROACH � BY CITY CREW3,a CL AT STA* 114+05.87 W � O 114400 CROWN LINE ---•�- — — -- — — — '-- — -- —mod ❑ � In kJ 50.00' Lo RB. GUTTER. WALK AND SPLASH T INSTALL MAILBOX 0 CONSTRUCT 15' DRIVE AF CL AT STAl 113+07.48 r. CONSTRUCT 15' DRIVE APPROACH 105+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 SLY, .- -..... axu 4M�•w lWMv4 .«.d. �iS 5068 5066 5064 5062 5000 5068 5066 5064 5062 5070 50G8 5066 5064, 5062 � •�%�rx.a, ,saws DI_SIGMED DRAWN ALP pP G.A.K. AGAR PROSPE:GT PLAN + PROFILE `' IG SCALEVERT 1•oo•BOOK 'HECKLL :/j;L STA 108+50 TO STA 114+50 ` G5 HOM r1low, L — q 3 . ., i �.-w....w•...rc+'aNi#:Rwsw4.,s md.i)wise, .:.'+F'1n� s.•. .. �, v:-SW'.t ggmaw m«va.*'+ARx• M N 0.4 0 5066 5064 5062 5060 5058 5066 5OG4 5062 100 ;058 RAMP 7 ON SHEET OF 65 FOR DETAL PC STA* 115+17.90 x- SEE SHEET 26 OF 65 FOR SKYLINE PLAN + PROFLE W N PT PC CLIRVE RAMS LENGTH TANGENT CHORD BEARMG DELTA 20 10473.7485' 204.3594' 102.1629' 204.35G1' N 89'2G'27' E 01007,050 21 103072465' 205.0130, 102.5097' 205.0097' N 8q'2G'27' E 01.07'05' 22 10540.7485' 205.0006' 102.83GG' 205.GG34' N 89'2G'27' E 01'07'05' 23 10540.7485' 205.000G' 102.83GG' 205.GG34' S 89'2G'27' W 02'07'05' 24 105072485' 205.0130' 102.5097' 205.0097' S 89'2G'27' W 01'07'05' 25 10473.7485' 204.3594' 102.182q' 204.35G3' S 89'2G'27' W 01'07'05' SEE RAMP 7 ON 3q OF 65 FOR D£t PT STA* ROW 0 $ PG STAB 115+14.42 �- PT STAB 116+04.53 40.00' O u i 0 NEW STREET LIGHT 2G.50' '" ay GITY GREWS, 0 J + #5+00 aG+oo H GTION LINE SEE P 7 ON SHEET y 39 OF 15 FOR DETAL age CONSTRUCT CURB. GUTTER. WALK AN SPL45H STRr l -TIIE i FL PC AT STA* 117+79.09 SEE SHEET 27 OF 65 FOR CUL-DE-SAC PLAN + PROFLE U Q I W � Q U PC PT PRO STAm 119+83.44 28.49' NORTH OF 5L SEE RAMFI7 ON SHEET 39 OF 0 FOR DETAL _ 5 +g FCC STAB 118+71.01 POO STA, 119+95.89 � u) CONSTRUCT 15' DRIVE APPROACH NEW STREET LIGHT POO STAB 319+99.83 CL AT STAl 116+87.5q BY CITY OREWS FOG STAB 118+69.47 28.80' NORTH OF SL O W 26.89' NORTH OF SL u-I Q _ U7+00 PR05FECT ROAD 118+00 u9+oo 120+00 Z + 7.00' OFOSED GROWN UNE � GROWN LINE PG AT STA, 117+IcWq - - - - - - - - - . a Cd`F' LU Q GROWN UNE PRO A00 LGLi4#t➢ OE MIL MC STA, 120+33L 8L R ® � os ,f- a . s� -R - _. 37.G8' NORTH Of SL A _ a a � L JOT 15, ME AM 40.50' .69 PGL� STAB 120+34,gq W W TCLATAs 115+59.00 50 MG STA, 119+45.47 47.89' FROM SL W PC STAI 114+62. PT STA+ 1 .07 - - - - - - - ZMAT - - - - - - - OGTrt' of - SEE RAMP 7 ON SHEET n `} NEW STREET LIGHT 39 OF 65 FOR DETAL r- PC 51A� 14 14 I I I II BY CITY CREWS f- FL STAB 117+79.09 OF ro5 FOR E PC STA, 115+38.08 �\` r1"T VARMMXj 18' DME ArMOAGH GL AT JTAJ 116+10.50 11 \_ kOW CONS' 2' X 2' UTLITY EASEMENT CURB. WALK AN G 3' X 3' UTLITY EASEMENT - 4- PRO STA, 119+46.72 J I F RAMP 7 ON SHEET OF 65-FOR DETAL M T� _ 1' TYP LU 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 i '.?NS i a f E }. ,. :, �..,.A;...vw,.m,a.wnn.+w.+.w..m Hr•=rn.«+vuw�.c..�..w.wr«mn,..., ,- 5066 5064 5062 5060 5055 5066 5064 5062 5000 5058 5OG4 5062 5060 5058 505G � 00, DESIGNED DRAWN APM.')i¢ -- . G.A.K. AGAR �� PLAN + PROFILE STA 114+50 "' 17 lip;LE �`' `�` 93 TO STA 120+50 G5 147958 -""N'rTWTtlX`-t!QkMtXW:1 ,t •.. .. r. v _ v... ... v. y..:..r,t'••Jr.t tlK..'eiW - ii'AW'44NP2$'fi4Ss�#NwfR... - 505G *054 5032 5050 5058 50% 5054 5056 5054 0052 3050 x "J SEE SHEET 28 OF 65 FOR BREWWOOD PLAN + PROFLE Q O x SEE RAMP 7 ON 5METO 39 OF 65 FOR DUAL PG SEE RAMP 7 ON SHEET GONSTRUCT CURD GUTTER. WALK A WALK AN SPLASH STRN WL Z 39 OF 65 FOR DETAIL. TAR 121+92.70 OX x x PT STAR 121+89.09 PT In PT STAR 122+75.27 �. �.�. � ROW 5.00' I X LO PRG STAR 121+89.09 -f w PT STAR 122+79.05 J � NEW STREET 4LW:T " 3Q.30' NORTH OF SL BY CITY CREW' Z n PROSPECT ROAD SE0110NUNE J + 121+00 122+00 123w00 -� - 4- - �- - W � � � � _ `CROWN LINE PT AT STAR 121+89.0 WD -s ^, � _ GN CONSTRUCTION OF BEGIN 25' TRANSITIONFROSOUTH TO 3' Or SLR STORM DRAIN INLET W STAAR 121+5ND 2 MATCH MGM SPLASH STRIP AT STAR 122+50 SEE SHEET 33 OF 6 �G STAR 123+46.72 --� W � O 63.5' R PT STAR 121+89.09 GO' GL R -7 __,� ��36.50' SOUTH OF SL I IEGN 25' TRANSITION FROM 3' TO 18' HIGH SPLASH STRN AT STAR 120+65 WALK AND MATCH EXISTING J -\_ 57' ItPT STAR 121+65.86 MC STAR 121+65.86 CONSTRUCT 18' HIGH SPLASH STRIP FROM STAR 120+90 TO STAR 122+50 SCALE (in 7w ) 1 Imb = 20 & 40.00' L STORM 30 S0' WE 91 FOR N 124+00 36.50' NEW STRE BY CITY C 6.00' PC STAR 123+33.69 PT STAR 123+56.96 ROW 56.55, R CONSTRUCT CURD. GUTTER. WALK AN SPLASH STRr 63.45' R SEE SHEET 53 OF 65 FOR DETACHED SIDEWALK GRADES PRC STAR 123+45.96 MATCH SIDEWALK WITH BRIDGE SEE SHEET 28 OF 65 FOR CONSTITUTION PLAN PROFILE O FIl.00ATfD FIRE HYDRANT ~ _H SEE RAMP 7 3N SHEET PT z 3 SE RAMP 7 ON N SPLASH S 39 OF 65 F DETAIL 1 0 °`4 39 OF 65 FOR TAIL MATCH xALK WITH BRIDGEIi`x V PG PT STAR 5+99.34 G STAR 125+11.85 x 15.00, ;AN Tl RELOCATE WATER VALVE NEW Sj��EECCT LIGHT T 65 PC STAR 125+08.14 PT STAR 126+03.14 DY CiTT'LREW5 w 00 t9 L A ON -1 to O 125+00 =6+00 126 U T H O S 124+52. .5' R -n EXISTING GRADE AT PROPOSED NORTH FL CL AT STAR 124+60.97 56.5' R PRO STAR 124+45.33 GUTTER. WALK AN SPLASH STRr - - - - - - - NOTER 1 SECTIONLHE DEFLECTS 0' 02' 36' CLOCKWISE AT THE QUARTER SECTION CORNER. STATION, 126+51.80 CURVE RADIUS LENGTH TANGENT CHORD I BEARING DELTA 23 10540.7485' 1892651' 94.6351' 189.262G' 5 89'29'OB' W 01'01'44' 24 10507.2485' 205.0130' 102 5097' 205.0097' S 89'26'27' W 01*07,05, 25 10473.7485' 157.3157' 78.6593' 157.3142' 5 89'34'10' W 00'S1'38' V GIl AVE BREAK r 5 AR 124+27.75 ELEVI 5054.67 � O eD cr9 cv 9 O r, o 40 Otn 0n O Q �� I 6 2 Mi v 0 r codi � w ,°nn o0On O� OO Nn 00 ul in 02 0 PROPOSED GRADE AT NORTH FL LO O PROPOSED GRADE AT GROWN LINE O 1` G BREAK c- STAR 4+27.75 ELEVR 5055.39 W t N N °� -0.4000Z Inn o n ,inn Ln �vn 1(�00 In ISn I Ln Aq Inn ^• o W Inn Lnn 00 Inn 00 Inn 0 Inn Inn °n �h °„� °n o0 0 n tl7 w z (!i n n Inn O W + J O E ISTING GRADE AT CROWN LINE cq r-; Q EXISTING GRADE AT PROPOSED SOUTH FL <9 f N � CRAM BIMAK AR 124+27.75 ELEVR 5054.67 n a _ n -0.4619Z �- ^~ U Itn nin �Y T� In �� ag T4 -0.0007. In �n on on in o0 0Ln � Ln �, IQ o� �� e _ Inn u) n u'i,X o - o 0 0 ILn si A ai ' n Inn on on oin n _ o us PROPOSED GRADE AT SOUTH FL 120+30 REVISIONS: 121+50 I.�Ig'rPLsa«swpw.ww. i r a r .r.»npW.tlirY �rdm' 122+00 122+50 123+50 y O& 124+50 � .- r - .. ., �.vw. .Mi�N•+RfearMn+qn «n.,h��,n wnnvrw, G.A.K. AGAR ' VERT. row E -) O K � EC sI; MOM T-20' L -q 3 P:a,sy:s+,�Y��"Attk%»m,�•#'.w&»•":r, x +o...^.^w+x �g-rt.,+.x xf%Na: .�•hMS1WMAlMII - AIA�i7M�il® 125+50 126+00 PR05PEGT PLAN + PROFILE STA 120+50 STA 12G+51.80 126+50 5056 5054 5052 5050 HEFT 18_ Of G5 SEE SHEET 29 OF 65 FOR BRYAN PLAN AND PROFILE .e... ,..rtF'+�F9Vx`. r.M*•�•••e>-k� —�•'X\�ay.�bMPAirru'c.tA„"fP.QM�WYMN4M3aara.'�..-xwaw!.:apw... RELOCATED FIt HYDRANT - 5ff RAMP 7 N SHEET 39 OF 65 FOR DETAIL CONSTRUCT CURD. GUTTER. WALK AND SMASH STRr PC STAB 127+67.13 t7 Iwi > Q Q PG PT ITi u I4PTSTA7 T 4' CONCRETE WA ' ASPHALT ON .D.C. MYEWAY I T DETAIL +53.90 13.00' CURVE RADl15 I LENGTH TANGENT CHORD WARNG, DELTA 26 10500.00, 173.78' 86.89' 173.78' N 89'31'33' W 00'56'54' 27 10500.00, 165.03' 82.52' 165.03' 5 89'30'07' E 00'5402' 28 10500.00, 47.69' 23.85' 47.69' N 89'52'12' f 00'15'37' 29 10500.00, 50.37' 25.19' 50.37' S 89'52'38' W 00'16'29' N129 BEGINSTRAIGHT LINE TRANSITION OF OACK OF WALK AT STAB 131+78.45 STA0 f- ROW I 5TRA1 HT LN RAN5ITION SPLASH 5 FRO STA, 31+95.09 AT 33.53' NOR OF SL OPf SPLASH STRIP 1' PER FT. ui .00:m-- ,._� ._._ PT STAB 128+5j.65 � :.3' W PG STAB 127+63.17 NEW STREET LIGHT CONSTRUCT 15' DRIVE APPROACH 30.50' ? BY CITY GREW5 i CL AT STA" 130+43.25 PRO STAB 132+26.15 W r j CONSTRUCT 25' DRIVE APPROACH CONSTRUCT 25' DRIVE APPROACH 30.61' NORTH OF 5L O Q O W CL AT STAB 129+17.48 W lfi t"I CL AT FL STAB 131+7657 PC STAB 131+78.45 00 Z 127+00 126+00 124+00 SEGTIONLNE 130+00 131+OQ 132+00 z + �y " — — +- — -�-- — �� PROPOSED CROWN LNC Q WATER CFGLW) ^ PROSPECT ROAD DfGN TRANSmoN OWN LNf Q 18' Ss STREET W 36 50 NEW STREET LIGHT SOY CITY CREWS LIGHT W W 50.00' L INSTALL MAILBOX PRG STAB 131+48.88 W to 28+5 .33 BY CITY CREWS PG STAB 129+75.11 37.94' SOUTH OF 5L ❑ to PC STAl 127+67.33 - - - - INSTALL MAILBOX - - - - - - 1. R T" 71 ;JGa PC STA" 131+8113 ❑ IT BEGIN STRAK:HT LNf TRANSITION OF RACK OF - PC - PT STAB 128+50.83 ROW WALK AND SPLASH STRIP AT STAB 129+75.11� SEE RAMP 7 ON SHEET SLOPE SPLASH PAN 1' PER FOOT 39 OF 65 FOR DETAIL``.? SEE 7 ON SHEET CONSTRUCT CURB. GUTTER. WALK AND SPLASH STRIP 5054 5052 5030 5046 5046 -0054 5052 5050 0045 5054 5052 5050 :046 5046 REVISIONS: 127+00 126+00 129+00 130+00 131+00 132+00 �IMZIW.�YINMAw�YrtM1.V+'.•.uv -...+MW.eANWr.1.s�WRe.Nsc4FM+4 Ne . `PR..-[..,.iNnOkFt^N44e.;:t'e ^CH••h m.;d.eau„ .-..„v.Wtw�:hP^��ib^4.M+SMMW4 9'PGMR® d ; .. -mr- �� ♦ .� ..v arf J.nt.am..r♦�mweFYM..pRRTWAY4WMFli'eWaIB�AWIa�r�f`*:M.s�iYSkew.P�vs�. ♦..WYM��+Me9w.+ im /�,— w. <nnnuwrvrsurexiu»r I SIC:rlL DRAWN A P P P VE AGAR AGAR PR O SPEGT PLAN + PROFILE 8`-'0K H ['C KlI: `' , STA 12G+51.80 TO STA 132+50 -93 5054 5052 5048 5046 5054 5052 5050 5048 5052 5650 5048 504G SHE ET Iq OF G5 01' N IACNLICHL IV V I Lim 7.) 1) The Contractor Is required to provide a full time public relations 4) The Contractor shall maintain a safe work area and protect area 9) The Contractor is responsible for cleaning streets adjacent to the construction person to coordinate all construction activities with the adjacent residents. motorists. bicyclists. pedestrians. and children from work area of debris generated by the protect at the earliest opportunity. and communicate all construction and traffic control area hazards. The Contractor shall provide all work area safety control but in no case shall the street be left uncleaned after the completion residents activities an devices, such as barricades and safety fence around all excavations and of the day's work. It shall be the Contractor's responsibility to the public. The responsibilities shall include responding to complaints and concerns regarding the construction activity from area drop-offs. Work area safety control devices will not be paid for provide the necessary equipment and materials to satisfactorily clean residents and the general public. This person shall be available by separately. Cost for this equipment should be included in the unit the roadway at no additional cost to the project. phone at all times using either a phone answering service or machine. costs for the work items which will require work area safety control devices. 10) The Contractor is responsible for dust control. and it shall be the Contractor's responsibility to provide the necessary equipment and 5) The location of utilities in the plan are approximate only. materials to satisfactorily control dust at all times. Water shall Before commencing construction. the contractor shall be responsible for be used as the dust palative where required. The cost for dust 2) The Contractor is required to provide a Glass 2 Field Office. A minimum having all underground utilities located prior to any excavation or control should be included in unit costs for excavation and of three telephone lines shall be provided. One line for the Contractor. trenching operations. To request locates call the ONE -GALL system at backf Ill. one for the Public Relations Person. and one line for City use. 1-800-922-1987. Three desks shall be provided. one for each Protect representative and 11) The Contractor is responsible for protecting existing street improvements. signs. utilities. landscaping. and private property from a drafting table for the Surveyors. Conference tables and 6) The Contractor will be expected to coordinate the construction 30 chairs shall be provided in a central meeting room. being disturbed or destroyed during construction. Following the activities for Work Section 'A' with the following- completion of construction the City Construction Inspector will inspect - Traffic. who will be removing and relocating signs, placing new signs. all existing improvements for damage. All damage caused by the ;yContractor will be corrected or paid for by the Contractor. 3) Traffic Control will be provided by Contractor and will be paid for on marking the pavement, relocating two traffic signals and installing a unit cost basis as indicated in the project specifications and bid traffic loops. 12) All construction for Work Section 'A' shall conform to these plans. and schedule. - Light and Power. who will be relocating and installing street lights the specifications as identified below: The Contractor must submit traffic control plans and coordinate all and under grounding electrical services. - Street Construction shall conform to the State of Colorado Division of traffic control with the City's Traffic Control Coordinator. The - Columbine Cable. who will be removing poles. under grounding their Highways 'Standard Specifications for Road and Bridge Construction' traffic control plans must be submitted and approved 72 hours prior to cables, and installing new conduit from Shields St. to Taft Hill Rd. Ci991). except as revised in the Project Specifications which are starting construction and before making each modification. included with the contract documents. The traffic control plan for closing Prospect Road has been approved by - US West. who will be removing poles and under grounding their lines and - Storm Sewer Construction shall be in accordance with the above installing a new conduit from Shields Street to Taft Hill Road. mentioned specifications and shall conform with the City of Fort Collins the Gity's Traffic Control Coordinator and is included in the set of plans. -Public Service. who will be lowering service Imes as required. Storm Drainage Construction Standards which may be obtained from the Storm Drainage Department. Prospect Road from Shields Street to Taft Hill Road may be closed from - US Postal Service, to allow them access to deliver mail during May 2. 1993 until Prospect Road can be opened to traffic, but no later -Water and Sewer Service Lines shall be relocated/lowered in 4 that August 20. 1993. Taft Hill Road and Prospect Road west of Taft construction. conformance with the City of Fort Collins Water Utilities Standard Hill Road must be kept open to two lane traffic at all times. Limited 7) The City of Fort Collins will provide the construction surveying and Construction Specifications. closures may be permitted for short periods to allow Installation on the staking required for Work Section 'A'. sewer Tines and other utilities. - Landscaping and Irrigation Systems shall conform to the landscape and The contractor must notify the City Surveyors 48 hours prior to irrigation specifications contained in the contract documents for Work Section 'A'. South bound Shields Street traffic may be reduced to one lane for short the need for construction stakes. periods of time to allow the construction on the right turn lanes. Shields Street traffic may be reduced to two lanes to allow the The contractor shall work with the City Surveyors to protect all survey 13) Elevations and distances are to the flowline unless otherwise noted. construction of the storm sewer across Shields Street. control monuments. The contractor must notify the City Surveyors 48 hours prior to the removal of a monument. if such a removal is, required. 14� The Contractor is responsible for installing erosion control measures in The Contractor must work with the adjacent residents to provide and a timely manner. The Contractor is responsible for cleaning sediment maintain them sufficient access during the duration of the project. It from all new or existing storm sewer facilities which is caused by the will be the Contractors responsibility to coordinate and communicate BENCH MARKS: City of Fort Collins Black Bolt Survey Datum construction of this project. with the residents during construction. NE Bonnet Bolt F.H. NW Corner -West Prospect 15) the Contractor is responsible for adjusting all manholes and valve boxes Road and South Shields Street 5031.86 to grade which will be paid for on a unit cost basis. 1G) Exact drive cut locations to be determined by the Engineer In the field. 8) The City of Fort Collins will provide all of the testing required for the construction of this project. The Contractor shall pay for all 17) The need to lower Water and Sewer service lines will be determined failing tests at rates based upon the cost of securing such tests from by the Engineer in the field and will be paid for on a unit cost basis. an independent testing laboratory. 18) Temporary chain link fence will be provided for property owners as determined by the Engineer in the field and will be paid for on a unit cost basis. 0. Y t i A 4 p .t rs.n#WNMS�M3M+ ;A�blmA°gN��W..Po .Y•w+Vrn t �. . DESIGNED SCALE �nN43fiKLf�+xN'F#s R7 B APPROVED GENERAL NOTES BOOK CHECKED: 12TE qn f J , 2 G51 I ! MR v+ni-Ar.vMyypp��•.s:x:e .,, ,•. a. . . . �.,. PbW�s..`45d^*aMiYfl i4 195, O to0 5048 5046 50" W42 5040 5048 5Q46 5Q44 5042 5048 _ 5046 5044 5042 5040 REVISIONS: CL AT FL STAl 132+56.87 DF BACK OF WALK AND EXISTNG AT STAB 132+ ---L i _.. W END CON UCTI OF CONCRETE ROAD PT STAB 132+76.30 AND bEcaALT OVERLAY AT STAB 133+13.9I 30.72' NORTH OF SL TRANSITION CONCRETE CENT /GROWN LINE DSED GROWN LINE NORTH MATCH ASPHALT OVERLAY'' CROWN AT L71' NORTH OF SECTIONLNE AT STA, 133+13.91 133+00 — +- BREAK N TRANSITION OF CROWN L;t L94' NORTH OF SL AT STAB 132+1 58 f� PT STAB 133+13.91i —39.37' SOUTH OF SL ly CONSTRUCT CURB. GUTTER AND LNE TRANSITION OF BACK OF :H EASTNG AT STA, 133+13.91 N SEGTIONLNE M+00 70.19' 90,00• 1.5' NOMNAL H.B.P. OVERLAY I I PROSPEGT ROAD ROW ROW OF BACK OF WALK AT STAl 135+55.10 CONSTRUCT NT LANE. CURB. GUTTER. SPLASH STRIP AND WALK cam- PC STA, 135+94.68 0 Pt STAI 135+55.10 31.01' NORTH OF SL 136+00 ml �- TRANSMON WALK AND SPLASH STRIP — SLOPE SPLASH STRIP 1.33' REP FOOT WDEN STREET WITH 7- HBP z O 0 ON 12' OF ABG 137+00 138+00 J + N IF - PATCH STREET WITH r'� to10' OF ASPHALT L W NEW STREET LIGHT BY CITY CREWS 133+00 134+00 135+00 136+00 137+00 138+00 CITY �N FOR v, OE'OGNED DRAWN ° APPROVED AGAR AGAR `.;'-'ALE BOOK CHECKED DATE �� L-93 5040 5038 5036 5034 5032 5636 5034 5032 PR05PEGT PLAN + PROFILE SHEET 20 STA 132+50 TO STA 138+50 OF G 5 Ii,lSk .. y Fj 6 M N N V -0034 5032 5030 5028 0�034 5032 0030 5025 5032 5030 5028 5026 0 0 70' X 75' UTILITY EASEMENT o —� 0 �� o I "I I CONSTRUCT 25' 'ME AMOACH -� A CONSTRUCT 20' DINE AM!OACH CL AT STAB 143+34.84 _ WALK AND SrLASH STRr AT STAB 138+94.13 CL AT STAB 141+20.98 CONSTRUCT 15' ME A"R ACH CL AT STA, 141+50.48 -------� NEW STREET LIGHT By CITY CREWS 0 0 — -- -- -- -- -- -- -- 2' X 2' UTILITY EA — 0 ROW NEW STREET LIGHT © BYCITY CREWS dF In 3rr STAl INSTALL MAILBOX INSTALL MAL50X N5TAU MAILBOX INSTALL MALDOX 27.74' NORTH OF SL V It _WQre- CONSTRUCT 25' ME A"ROACH L O [jJ ..i, iER ' t1'i ZL AT i►TAs 144+4e.34 � 3 Z r� Y+/ J+ 134+00 140+00 141+00 142+00 SECTIOI�E 143+00 144+00 C - - -� - + - �---- - -� - 1� + - - WVARIES 67.00' ET Wim 7• Hdr 4 OWVEN OF v 1.5• NOMINAL H.d.r. OVERLAY PROSPECT ROAD Q 3 55 Q VARIES � � u PEW STREET LIGHT BY CITY CREWS -- -- -- -- -- -- -- - -- -- -- -- -- -- -- ROW -- -- -- -- -- --— -- -- -- -- N GRAPHIC SCALE 5028 5034 5032 503C 5028 5032 503C 5028 5026 139+00 140+00 141+00 142+00 143+00 144+00 c)[SiCINED DRAWN APPROVED REVISIONS: CITY OF LL()% °� k �. _ C� �-0 R A Do AGAD AGAR PR O SPEG SC f BOOK: CHECKED D TE STA 1 �rw 2-q3 T PLAN + PROFILE SHEET 2 38+50 TO STA 144+50 OF G5 5028 5026 5024 5028 5026 5024 5028 5026 5024. 2' X 2' 1 c INSTALL EASEME LIGHT INSTALL MAILBOXI CL AT STA, 15' DRIVE 145+0 18 APPR o l I W� M DRAM SHEET : INLET L( CONSTRUCT 15' DRIVE APPROJ CL AT FL STA3 146+39.11 450 4' X 10' UTILITY EASEMENT N INSTALL MAILBOX Mfg 1 CL AT FL STA9 146+72.69 0 CONSTRUCT 15' DRIVE APPROACH CL AT FL STAI 147+47.61 INSTALL MAILBOX 1 2' X 2' UTILITY EASEMENT CONSTRUCT CURB. GUTTER. WALK AND SPLASH STI CONSTRUCT 15' DRIVE APPROAGI GL AT FL 5TA3 148+04.78 aR� NSTRUCT 30' DRIVE APPROACH ROW CL AT FL STA: 148+69.95 — �1529LL MAILBOX — — NEW ET T BY Y GRE 5 � 1 14' X 9' UTILITY EASEMENT 2' X 2' UTILITY EASEMENT 0 jr-3 MA4.BOX FOR INLET I &" li) "" , . , , .,.. PT STA, 146+29.32 L Z t (7 29.32 NORTH OF K7400 SEGTIONLME 140+00 �9+�+� N N J +�� '/ 14ii+00 _ _ _ _ + T + �— T— WIDEN STREET WITH 7' HBP = F- 1�1 _ �._i� ON 12' OF ABC WIDEN STREET WITH 7' HBP -� w U VARIES 6T ra 1.5' NOMINAL H.B.P. OVERLAY PROSPECT ROADCONSTRUCTION ON 12' OF ABC `+1 Q N = GLIRBTGUTTERTAND WALK A STA1508 63 1L1 Q VARES ^, PT 38.75' SOUTH OF SL w SEE STORM HEET 3]JOF 69� STREET 4 B,Y CITY GREWST GRAPHIC SCALE (WIiim) l as w N IIt GRADE BREAK STAt 145+50 ELEVs 5026.66 FOR INLET LOCATION -- ROW -- -- CURVE I RADIUS LENGTH TANGENT CHORD I BEARING IDELTA 32 4000.00' 99.98' 49.99' 99.98' N 89'15'32' E 01'25'5G' 33 4000.00' 99.98' 49.99' 99.98' S 89'15'32' W 01'25'5(o' 34 141.99' 30.20' 15.16' 30.15' N 85'19'00' W 12-11-17" EXI5TING GRADE AT PROP05ED NORTH GRADE BREAK 1-- 5TA• 148+50 EL€V+ 5024.98 GRADE BREAK PT STAl 150+4G.88 41.21' SOUTH OF 5L cnNc,TeuGT CURB. GUTTER. AND WALK GRADE BREAK 9028 STA; 150+00 ---1- ELEV: 5025.22 - - O 917 502G -- - - -- - �! BTAI 149+0U.UZ CLOY' 7U4Y./G —0.507. - Na. �0 N �� -0.407. 03N Nn NN �1 9 �N �� t9h .��. �go tr �� -Ln in NN 0' '� 0 00 0In OQn 000 00 00 NN NN N an °n D inn oOOn LnN Z N �+ PRO 05ED GRADE AT NORTH PL v I•-- Q Q I PROPOSED GRADE AT GROWN LINE w w cn. .NN Nf 60 �9 v,u1 N� 0 nQ J=. NN NN NN Neil NK . In (9 - J6tj. N� N In N OO 0 _ �0 000 �On 0� N0 00 00 0O 00 inn U)n inn EXISTING GRADE AT CRO N LINE GRADE BR A STAt 1 + MATCH EXISTING CURB AND T STA, 150+17 ELEV3 5025.3 ' EXI TING GRADE AT PROP05ED SOUTH PL 00 0 LD LD N N N N 0 N >n N n N O 0. in 0 Lf)O 0 0 N N O N O � N O 0 N Ln PROPOSED GRADE 41 IAA+nf) 149+00 150+ , 145+00 146+00 REVISIONS_ � ' � ,A rO� � ; � _! r r ) COLORADO -------�-- - ----- DESIGNED: DRAWN AGAD AGAD SCALE: BOOK: aria s';tw 'APPROVED CHECKED: A 49.56 ELEVt 5025.49 ER SOUTH E :& M 0 05024 N 04 00 l+ z cV J 0 LO w v = w J) ;'>o2e 502G v N 5024 50281 502GIj 5024 1 PROSPECT PLAN + PROFILE SHEET 22 DTE:ci3 STA 144+50 TO STA 150+50 °F �5 LL --- - --- -j' -- 0 wN N END CONSTRUCTION OF CURB. CONSTRUCT 15' OWE APPROACH GUTTER. WALK AND SPLASH STRIP CL AT FL STA, 150+66.46 AT STAB 152+23.65 CONSTRUCT CURB. GUTTER. WALK AND SPLASH STRIP CONSTRUCT 25' OWE APPROACH CL AT STA, 151+15.45 I 39.26' NORTH O"L NEW STREET LIGHT O BY CITY CREWS Z + EN 5 REE 7' N J 151400 ON 12' OF ABC - - I - -F ~ � a�-r 1.5' NOMINAL H.B.P. OVERLAY � L Q Q PROSPECT ROAD W In u PC STA, 150+76.84 �46.91' SOUTH Of SL 5028. .5026 5024 c9 � OLd Z C N -J N kJ Q) W (-- 5o30 r . <- . 5028 TW . 5026 5028 5026 5024 FUTURE CONSTRUCTION EXTEND WATER LINE AND RELOCATE FIRE HYDRANT CONSTRUCT TEMPORARY. CURB. GUTTER. AND WALI IOU7 OF 4OF ASPHALT HBF 152+00 89.00' VARIES LIMITS OF OVERLAY - STA: 152+56.58 ON 12- Of ABC fi STA* 131+OGr.84 49.74' SOUTH Of 51 CONSTRUCT CURB, GUTTER. AND WALK J GRAPMC SCALE & E M14i-V PC STA, 552+35.26 - SEE SHEET 39 OF 65 FOR DETAIL OF RAMP 8 e SO' R E 0 EXISTING GRADE AT PROPOSED NORTH E MATCH EXIS IN4 ® I. w MANHOLE TO BE REPLACED BY OTHERS -E - Pw 5W SOUTH OF St J 4 W 14.1 PT oz I- (L Ca W � I MATCH EXISTING FL PC AT ELEVl 5028.50 PC ELEV, 5028.74 GRADE BREAK PC ELEVe 5028.24 END 1.5' OVERLAY AND BEGIN TRANSITION TO MATCH EXISTING At STAt 152+4658 _ CND TRATISITIOK AT AT STA, 152+56.58 5028 5026 5024 5030 5028 502G CURVE RADIUS I LENGTH TANGENT CHORD BEARING DELTA 33 4000.00' 99 98' 49.99' 99.98' 5 89'15'32' W 01'25'5G' 35 160.05' 30.18' 15.13' 30.13' 5 84'37'28' E 10'48'13' 36 100.00' 25.10' 12.62' 25.03' N 82'50'13' W 14'22'47' 37 16.00' 19.41' 11.10' 18.24' N 40'53'23' W 69'30'53' 38 306.21' 29.78' 14.90' 29.77' N 03'20'46' W 05'34'22' .00' VC ELEV - 5027.36 I = 5027.53 = 4.73 8.46 FCC ELEVs 5027.21 EVC ELEVg 5026.80 5028 PT ELEVl 5026.63 PC ELEV, 5025.03 5026 MATCH EXISTING EL:EV� 5023.95 5024 PC STAI 152+35.26 ELEVI 5027.31 GRADE AT PROPOSED SOUTH E 151+00 152+00 REVISIONS I # R)RI { C_,OLORADO DESIGNED: DRAWN: APPROVED ..r AGAD AGAR SCALE: BOOK: CHECKED: -- ^- now s+�lo% 40' VC HIGH POINT ELEV = 5027.3620 PVI ELEV = 5027.5316 AD. = 4.73 FCC ELEV, 5027.21 K m 8.46 EVC ELEV, 5026.80 PT STAl 99+33.86 ELEVl 5026.63 PC STA3 98+90.46 ELEV, 5025.03 MATCH TX15TING STA, 98+60.72 ELEVs 5023.9 E DATq3 PC ELEVs 5027.3121 .. • • 98+00 5028 5026 5024 PROSPECT PLAN PROFILE `,HF T 23 STA 150+50 TO STA 153+00 OF 65 9 i Ilk 1 I N N 506,E 5Q64 , 5062 . 506,8 5Q66 . 5DG4 . 506.E 5Q64 IOG2 PRO SPE T STA J , 104+19.1 10+ C� PT II ° I •• ° I SEE 0 39 OF 65 FOR DETAIL PT 5TA, 10+54.24 CON5TRUCT CURB. GUTTER AND WALK w TRANSITION CURB AND GUTTER OVER - 4'W I LAST 5' TO MATCH EXISTING PT 5TA, 10+51.95 10+80 A EVERGREEN END CONSTRUCTION AT STA, 10+62 PC STA, 10+51.43 TRANSITION CURB AND GUTTER OVER LAST 5' TO MATCH EXISTING CONSTRUCT CURB. GUTTER AND WALK MATCH EXISTING 5TA, 10+62 ELEV, 5066.47 PT STAt 10+51.95 ELEV, 5066.03 EXFSFJG GRAi AT WEST YL „ MATCH FL AT PG ELEY, 5 64.30 PROPOSEEI GRADE AT WEST TL © ISEE RAMP 7 ON SHEET `j 39 OF 65 FOR DETAIL Q MATCH EXISTING EXISTING GRADE AT CL SrA, 10+6z ELEV, 5a67.11 GRAPHIC SCALE �-PROPOSED GRADE AT CL 13 Q^ N 00 Ln in N MATCH PROSPECT PAN LIP EXISTING GRADE AT (EAST ff. 9+50 10+00 (m Iran ) 1 iwh - w sc TA, 10+32.50 ELEV, 5064.92 MAT H PROSPECT FL STA, 10 26.50 ELEVt 5065.02 PROPOSED GRADE AT FAST PL r09� MATCH EXISTINGSTA, 10+62 ELEV, 5066.42 NN 10+50 REVISIONS: 0-1 Y (-_)I- FOR' . (A _ COLORADO n ° ° 5066 506b 5D64 f t 5Q64 Ii ®SFdCj ST 19.51 10 o - y ° PC - v FAME=- PT EXISTING GRADE AT WEST TL PC STA+ 10+51A2 ELEVt 5067.09 MA L AT PC ELEV, 5066.35 MP 7 ON SHEET OF 65 FOR DETAIL r- PT STA, 10+54.73 CL AT 5TA 10+62.66 CONSTRUCT 4" CONCRETE DRNf END CONSTRUCTION OF CURB. GUTTER. WALK AT TA* 1 + TRANSITION GURB AND GUTTER OVER 6' DRIVE APRON TO MATCH EXISTING END CONSTRUCTION AT STA, 10+66 PG 5TA, 10+51.22 TRANSITION CURB AND GUTTER OVER _ LAST 5' TO MATCH EXISTING CONSTRUCT CURB. GUTTER AND WAL C 5TA, 10+53.81 RAM,d7 ON SHEET Of 6 FOR DETAIL GRAPHIC SCALE ( m Ir= ) MATCH EXISTING STA, 10+73.59 ELEV, 5067.49 PROPOSED GRADE AT WEST EL 30. O' VC PVI STA 10+51 FM ELEV = 5067.59 EXISTING GRADE AT CL A.D. 2.96 K = 10.14 5VC, STA,10+36 5 _ t EL 6.84 N _ _ _ k` � ^ h 00 t� L, MATCH EXISTING. AND- EVC. AT . 0 Ln m STA, 104-GG ELEV, 5067.90 0 PROPOSED GRADE AT CL in 5.047. EXISTING GRAD AT E41LST,TGFt PROSPECT PAN LIP STA, 10+32.50 ELEV, 5066.66 MATCH PROSP T FL STA, 10+26.50 ELE t 5066.MATCH EXISTING STA, 10+66 ELIV, 5067.17 419 .sOO 0 n 1.9 PROPOSED GRADE T EAST f[ kni _ �ESIGNED: DRAWN: APPROVED' G.A.K. AGAR SCALE: BOOK' CHECKED: D TE vw. r=6' -q 3 MOM 1'-26' 10+00 11+00 PLAN + PROFILE EVERGREEN DR. J � FT 2 AND LARKSPUR DR. n-F 6` 5064� m N N MATCH EXISTING STAl 8+99.16 .5070 5OG8 5066 5070 5068 5068 REVISIONS: z SEE RAMP 7 ON SHEET 39 Of 65 FOR DETAL 0 PT STA, 9+32.00 M1COMEAL IN. __nD CONCRETE ROAD ONSTR N STAs 9+32.00 PSTAt 9+32.00 SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL sc PT 5 9+50 PC 5 C 22.00' YG PVI STA - 9+10.16 FYI ELEV - 5068.36 A.D. - 2.17 27.28' VC PC M PROSPECT STAS _ )'1+112,511+Q0 I II li A I I I 1 MATCH EXISTING K = 10.12 PVI STA 9+39.86 SVC siAl. 8+9RIG �/t 5068.70 PaA�LEv = 5066.81 EXI5T4NG. GRADE AT WEST AD. _ -2.84 - tC 9.59 EVC 5TAs 9+5 _, 5066.49 . rt 00 to 00 �h Q? Lo EVC# 9+21.16 ELEVs 5067.79 0 0 p BVol 9+26.22 ELEV, 50G7.52 22.00' VC MATCH� PROSPECT FL PV STA = 9+10.16 STAt 9+5950 ELEV, 5066.34 PVI ELEV - 5068.31 27.28' VC 7. -2.38 MATCH EXISTING A.D. - 2.17 PVI STA - 9+3 .86 PROPOSED GRADE AT WEST fL BVG STA, ll4191. r G'yrlJ06865 K 10.12. PVJ ELEV 50rWL76 EXISTING GRADE AT CL A.D. ' -2.72 MATCH PROSPEC PAN LIP a k3 N l9 - K = 10.05 EVC STAB 9+5 } 5066.42 ae as .-.- .� - •- -- - - - v - - - - - - -� EVG STA* 9+2L16 ELEV, 5067. 09 BVC STAl 9+26.22 ELEV, 50G7.A.7 In PROPOSED G ADE AT CL 22.00' YG /-EXISTING PVI STA - 9+30.16 PVI ELEV = 5068.21 31. ' VC MATCH EXISTING A.D. - 0.89 PVI STA - 9+50 BYfr STAS 8*99:l6 �3041"G K = 24:63 "M ELEV 3OGG.24 A A.D. _ -4.55 EVG STAl 9+21.16 ELfVs 5OG .01 -� BVC 50 AT PC STA, 9+34.EL Vl 50G7.01 9+oO fVG tLEV+ --0.407. PROPOSED r. 10+00 DE AT EAST f[ 5000.14 AT EAST f[ COLORADO EXISTING GRADE AT WEST f[ -5 70 5066 . ,.9 5068 �h O y� 5.00' VG HIGH POINELEV - 50G5.88 HIGH P STA - 10+71.01 EXISTING GRAD AT CL PVI STA - 10+57.07 PVI E EV - 50G5.93 5068 5068f I5064 506.E MATCH PROSPECT FL STA+ 1pt26.5n ELE.1f! 5065.1k. 9 p OPOSED GRADE AT EST f[ GRADE BREAK STAB. 10+3250 ELEVs.506521. MATCH EXISTING STAI 10+74.57 fLEY, 5065.05 . MATCH PROSPECT P LIP D. - 3.41 M TCH . EXISTING . p 5 +32.50 fL j 1 = 10 27 STAB SO+ 4.57 ELEVs 5065.87 06 O DESIGNED DRAWN APPROVED G.A.K. AGAD SCALE. i. ,BOOK CHECKED .. -- �_ Haaz. s � -- ----- GRALjE BREAK 5TA, 10+39.517 ELEV, 50G5.40 PG STAsl 10+5L35 ELEVe 5065-02 FL AT PT �TE -13 10+00 H O N 'ROPO5ED GRADE A CL - EXISTING G ADE AT EAST PL MATCH EXISTIMG STAlI10+74.57 ELEV, 50G5.07 STAj 10+6 .79 fLEVi 5065.09 to m -9 19 O PROPOSED GRADE AT EAST fL 11+00 PLAN + PROFILE MICHEAL LN. AND GASTLEROGK DR. 5068 50GGj 5064„ 50" 506G; 50" 5068� 506Gj 4 25 65 - - --- -- ----- Ilk M- . M CV N .5066 5064 50ral .5066 5064 5062 REVISIONS: SEE RAMP 7 ON SHEET 139 OF 65 FOR DETAL PT STA, 9+32.56 TRANSITION CURB AND GUTTER OVER 5' CONSTRUCT DRNEOVER CURB. GUTTER AND WALK MATCH EXISTING AT STA, 8+88.02 PT STA, 9+35.09 MATCH EXISTING AT 9400 STA, 8+92.91 UNDERHILL o T MATCH EXISTING AT STAl 8+84.82 END CONSTRUCTIO OF WALK AT FL P SEE RAMP 7 N SHEET 39 OF 65 F DETAIL GxAPECIc SCALE (xIiw) l b* = U IL it PC i 9p'62'29' wv 9+50 1 _ : m L PR 5FECT STAB �15+P0.07 - 10+C PT i f 18.34' VC 22.58' VC PVI STA - 9+17.44 PVI STA - 9+37.90 EXISTING GRADE AT WEST FL PVI ELEV - 5064.29 PVI ELEV - 5064.29 BVC STA, 9+08.27 ELEVs 5064.08 A.D. - 1.90 A.D. - 2.30 EVC STAl 9+49.19 ELEV, 5063.98 K - 9.63. K. - q.84 . MATCH PROSPECT FL MATCH EXISTING STAt 8+88.02 ELEVs 5063.59 9+59.50 E_ I 063.70 _STAB t.9 . O 42.00' VC 00 u0i EVC. DVC. GRADE BREAK '� hNCNi PONT ELEV - 5064.2 PROPOSED G GRADE AT WEST fl A+ 9+26.61 ELEV, 5064.33 MIGH POINT STA - 9+18.87 PVI STA - 9+28.09 PVI ELEV - 5064.38 r- EXISTING GRA AT CL MATCH EXISTING AT eVC 'As 9+07.09 ELEV, 5064.14 = EVC STAB MATCH EXI TING STA+ 6+8b.03 lLkW 5AG36� EVC. eVC. GRADE STA, 9+29.86 ELEV, PC STA, 9+33.22 ELE AD. - 4.07 'K 10.31 .44 ELEV, 5063.78 j MATCH PROSPECT PAN LIP --~ STIU.9.+53.5O.ELEV, 5063.64 O N I t9 PROPOSED GRADE AT 20.50' Vc STA - 9+19.61 26.74' Vc ELEV - 5063.81 FYI ELEV - 504 A.D. - 1.90 A.D. - .3( K -'10 76 K - 14 65 EVC ELEVs 5063.44 . . MATCH• L AT -PT ELEVa 5 `9 cry � ° o 6385 PROPOSED GRADE IAT EAST I. 5063.83 5Q64 5Q62 5QG4 5Q62 EXISTING GRADE AT EAST E n ri 0 ko 5Q64 19 O In 506B .5OGG 506.4 O O u O U) A EXISTING GRADE AT WEST rL MATCH PROSPECT FL STA* 10+26.50 ELEV, 5062.97 MATCH EXISTING qqy. STA4 10tZ2 S1 FLEW . 5063.43 �-7 NN �9 N N I PROP05ED GRADE AT WEST fL 3 .17' VG PVI STA - 10+54.74 EXISTING GRADE Af cL PVI EL - 5063.58 Al- 3.12 MATCH EXISTING Al MATCH PROSPECT PAN LIP K 10.00 STAl 10+ 0.33 ELEVs STA= 10+32.50 ELEV 5062.79 . ~ O v � Q9 �i n cr) �9 O eVC STAB 10+39. 5 ELEVl 5063.03 ROP05ED GRADE AT CL EXIST114G GRADE AT EA5T f[ MA EXISTING STA, 10+7138 ELEV, N ATCH FL AT PT ELEVs 5061.8 0 u-N O N (V N s O O 1 10 N N PROPOSED GRADE ATEAST I[ YDESIGNED' DRAWN- 'APPROVED Nun; G.A.K. AGAD SCALE; BOOK: CHECKED VERT. r=$, "OWL rm2& EVC 5063.65 PLAN + PROFILE UNDERHILL DR. DATE . AND SKYLINE DR. 50GfL 5OG(iL 5OG4. 506Pt;, SQ6q 3069jp 5062�; 506�, 5064 m 9+20A9 wv �-- .506.0 5O5a 5056 • 5060 5058 5056 505& .5056 REVISIONS: I I PC I �I31 T ST s 10+54.40 LAST 5' TO MATCH EXI! r4 1 I 1 END CURB. GUTTER AND WALK AT STAB 10+56.87 1 PT STAB 10+51.87 I 1 10+50 U+00 I CUL-DE-SAC I E RAMP 7 ON SHEET OF 65 OR OCTAL T STAl r 1 6' CONCRETE PAVEMENT I = 1©+00� _ 1 I 1m AND GUTTER -6vm 1 LAST 5' TO MATCH EXISTING / I END CURB. GUTTER AND WAL % ( ( P A-110+53.57� AT STAB SO+57.58 GRADE BREAK STAB 10+54.40 ELEYt 5057.66 EXISTING GRADE AT WEST f[ 'MATCM ?R'OSPECT TL STA, 10+2,7.13 ELEV, 5057.21 . -- PROPOSED GRADE T WEST IE,_/ PROPOSED GRA . ISYG . STA! 10+.69:05 -ELEV, MATCH PROS CT PAN LIP STA* 10+33.64 LEVa 5057.08 EXISTING GRADE AT CL MATCH FL AT PT ELEVs 5056.65 10+00 r_ END CONSTRUCTION AND MATCH Lr AT STAl 11+27.94 / ROW PC S As 10+56.15 GRAPHIC SCALE RAMP 7 0" SHEET 3�IEOF 65 FORI OCTAL 0'907. MATCH EXISTING STA, 10+56.87' ELfY, 5057.68 50.00' VC HIGH POINT ELEV = 5058.74 HIGH POINT STA = 10+92.99 PVI STA = 10+94.05 PVI ELEV = 5059.19 AT CL A.D. = 7.31 B 32 K = 6.84 N h 0040 On In 5TAl 11+19.05 ELEV, 5058.24 MATCH EXISTING As 11+23.62 ELEVs 5058.07 -EXISTING G E AT_ EAST f.[ MATCH EXISING STAl 10+57.58 ELE s 5057.05 w PC STA, 10+52.58 ELEVs 5057.01 O N PROPOS D GRADE AT EAST Ii 11+00 c■��1, 1 b" - /0 1t OR ! \ L_l O ZSEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL I I PT STAl 9+34.88 -� I END CONSTRUCTION OF CURB. GUTTER AND WALK AT STAl 9+31.45 9+20.09 WESTBRIDGE wva �-- END CONSTRUCTION OF CURB. GUTTER AND WALK AT STAB 9+31.89 PC STAl 9+: SEE RAMP 7 ON SHEET 39 OF 65 FOR OCTAL GRAPHIC SCALE (NIiw) 1 k* m to 1L MATCH EXISTING STAl 9+31.45 ELEVs 5056.97 5055 505G MATCH EXISTING STAB 9+31.67 ELEV, 5057.34 5058 MATCH EXISTING STAl 9+31.89 ELEVs 5056.76 5056 ~ QESIGNED DRAWN YAPPROVED xw; G.A.K. AGAD SCALL: ,BOOK: CHECKED "OM 10=201 = PT a Em PC ST [CT STAI J 1 = 10+00 PT PROPOSED GRADE AT WEST f[ MATCH PROSPECT FL STA# 9+61.25 ELEVs 5056.78 \-EXISTING GRADE AT WEST f[ PROPOSED GRAD AT CL MATCH PROSP CT FAN LIP STA, 9+55.5.9 f V, 5056,83 . . EXISTING AT CL STING GRADE AT EA T fC - PC STAl 9+36.89 ELEVs 505ro.73 . ✓- MATC41 FL. AT rT ELEV, 5056.50 PROPOSED 10+00 AT EAST f[ PLAN + PROFILE GUL-DE-SAG 2TE q3 AND WESTBRIDGE DR. 11+00 11421AO 5058,',; 3D5fo,, 5054. 5055. 5056. 50581 5056i 5054. PROPOSED GRADE AT WEST f[ MATCH PROSPECT FL STA# 9+61.25 ELEVs 5056.78 \-EXISTING GRADE AT WEST f[ PROPOSED GRAD AT CL MATCH PROSP CT FAN LIP STA, 9+55.5.9 f V, 5056,83 . . EXISTING AT CL STING GRADE AT EA T fC - PC STAl 9+36.89 ELEVs 505ro.73 . ✓- MATC41 FL. AT rT ELEV, 5056.50 PROPOSED 10+00 AT EAST f[ PLAN + PROFILE GUL-DE-SAG 2TE q3 AND WESTBRIDGE DR. 11+00 11421AO 5058,',; 3D5fo,, 5054. 5055. 5056. 50581 5056i 5054. N N cap .5070 5068 _ SD66 5068 506Sd REVISIONS: I I SEE RIAW 7 ON SHEET 39 65 OR DETAL .. STAl 10+55.53 T STA, 10+57.97 10+50 BRENTWOOD Rr Al - t}G T 10+55.58 �O� I � PT w EXISTING GRADE AT WEST f[ MATCH rROSFECT.FL STAl 10+30.50 ELEVs 5055.66 -EXISTING GRAD AT CL SVC STAl 10+50.21 ELEV* 5056.09 -MATCH ltItfQT-PAN-UF STAB 10+36.50 ELEVe 5055.69 EXISTING GRADE AT EAST IL PC ST + 10+55.58 ELEVs MATCH FL AT PT ELEVs 5055. 6-�, `-i CL AT STA 10+62.43 CONSTRUCT 4- CONCRETE DRIVE TRANSITION CURB AND GUTT_E_R_0_V_EKFI G' DRIVE APRON TO MATCH EXISTING END CONSTRUCTION OF CURB. GUTTER. AND WALK AT STA, 10+73.37 11+00 END CONSTRUCTION AT STAB 10+72.59 END CONSTRUCTION OF CURB. GUTTER. AND WALK AT STA, 10+98.31 �� CON5T1 SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL G' DRIVE APRON TO MATCH EXISTING ISTKUCT 22.5' DRIVE APPROACM CL AT 5TA 10+77.06 4- CONCRETE DRIVE GRAPHIC SCALE ( w � ) 1 Afth - so1L MATCH EXISTING STA, 10+73.37 EM' 3055�8 22.37' VC "- PROPOSED GRADE AT WEST IL STA - 10+61.40 ELEV - 5056.42 AD. - 2.24 TCH EASTNG K- - 10.00 z-EVC -STAB +7239 fL i 505G.W OPOSED GRADE ATE CL GRADE BREAK 10+7q.65 ELEV& 5056.05 MATChI EASTNG, - STA, 10+98.31 ELEV, 5055.97 OSED GRADE AT (EAST E FT+7�:1 x md,SFECT STAI 545.G2 - 101,00 I I G PT I I I I II I I ' to SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL CL AT STA 10+64.55 PT STA, 10+58.83 CONSTRUCT 4- CONC wv 10+50 ILI PT STAl 10+5 CONSTITUTION fG ST10 le"asi50 BEGIN TRANSITION AT STAB 10+45.70 CONSTRUCT CURB. GUTTER AND WALK TRANSITION CURB AND GUTTER OVER 6' DRIVE APRON TO MATCH EXISTING i.25 11+001 11+50 END CONSTRUCTION AT STAt 11+05.27 TRANSITION CURB AND GUTTER OVER 5' TO MATCH EXISTING STRUCT OURS. GUTTER AND WALK -PC STA, 10+58.02 0 SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL GRAPHIC SCALE (wMR) 1 Imb - !0 !L PROPOSED GRADE AT WEST E MATCH PROSPECT PAN LIP STAB10+�;.50 ELEV, 505*36 MATCH 005TING - - - - - - - - - - STA, 11+05.27 ELEVs 5053.00 7.. Lon Nn 32 ' VC d) n MGM FONT ELEV - 5054.45 LEXIS"ING GRADE AT WEST f-L HIGH FONT 5TA - 10+52.99 PVI STA - 10+52.99 PROPOS D GRADE AT CL MATCH PR05PEG PAN LIP PVI ELEV - 5054.62 EVC STAl 10+6q.48 ELEVs 5054.29 BVG STA* 10+36.50 ELEVs 5054.2q AD. - 4.00 K 6.25 MATCH EXISTING STAB 11+05.27 ELfV& 5053.57 -----� - -2 7 l-- EXISTING GRADE AT CL PR POSED GRADE ATEAST TL BREAK ELEV, 5054.03 MATCH fL AT PT ELfY, 5053. I'�G STA,ib+55.50 E 5053.53 -7/ MATCH EXISTING 0-407. /-- STA, 11+05.27 ELEVa 5052.54 EXI5TING GRADE AT EAST IE I 50mka 5054, 50524 50544 W52; 5056j 5054 5052 i 10+00 11+00 10+00 11+00 CCOLORADO , y DESIGNED: AGAR APPROVED ` PLAN + PROFILE BRENTWOOD DR. 28 wf SCALEvw.: 11- +,BOOK CHECKED D�TEg3 AND CONSTITUTION AVE. 65 J • - V PG SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAIL PT STAR 9+36.00 1 END CONSTRUCTION STAR 9+36.00 1' �-- PT STAR 8.00' q+00 I 1 It a 0O PC TAI q+ 8.50 I PC STAR q+36.00 SEE RAMP 7 ON SMELT I I ll� PT 39 OF 65 FOR DETAL END CONSTRUCTION 5056 STAR 9+36 ELEVs 5053.36 5054 ' 50, ENV CONSTRUCTION 'STA, 4436 ELEV# 5053.8692 5054 -`- 5052 PG STAR 9+38. ELEV, 5053.3 5056 , ---FIND 6M'rsTRk�GT1 . 5054 STAB q+l GELEV' 5053.36 -, 5052 rn.l SEE RAMP 7 ON SHEET 39 OF 65 FOR DETAL PC N44TAl0+58.41 TCL AT STAR 9+64.14 ONSTRUCT 4' CONCRETE DRIVE CONSTRUCT CURB. GUTTER. AND WALK RANSITION CURB , AND GUTTER OVER 6' DRIVE APRON O MATCH EXISTING 22.24 PT STAR 10+55.79 5. BRYAN AVE. 9+00® PROSPffGT TAB 128+10.41 END CONSTRUCTION AT = STAB 10 O STAR 11+19.17 22.24 /-- PC STAR 10+55.10 1+1 I I II PT IN MATCH PROSPECT FL STAR 10+30.50 ELEVI 5053.27 . MATCH.PROSPECT FL, STAR 9+63.50 ELEV 5053.25 BVG STAR 10+49 MATCH PROS STAR 10+36.50 MATCH PROSP 7= 5 t -+57 50 EL PT ELEVs MATCH EXISTING / `- CONSTRUCT CURB. GUTTER. AND WALK SEE RAMP 7 ON SHEET 39 OF 65 fOR DETAIL GRADE BREAK STAR 10+40.18 ELEVs 5053.47 ELEV 5053.61 PAN LIP , 511 PANAN ULIPP 5053.3311 10+00 GRADE BREAK STAR 10+86.02 GRADE BREAK STAR 10+74.g5 ELEVs PC ELEV 5053.36 GRADE BREAK STAR 10+76.80 ELEVI 5053.62 GRADE BREAK STAR 11+14.57 ELEVs 5053.47 5056 STAR 11+19.68 ELEV, 5053.43 MATCH EXISTING . . 5054 C4 ic5040 to -0.677. 5052 oO 5038 N In 70.00' VC 50.36 HIGH POINT ELEV = HIGH POINT STA 1 PVI STA - 10+8 PVI ELEV = 5054 A.D. = 2.65 K - 26.44 5053.58 11+00 .EVC . STA, 11+19.68 ELEV 5054.0q MATCH EXISTING 5056 5040 5054 5 5052 038 503G GRADE BREAK STAR 11+15.75 ELEV 5053.47 --0.777. MATCH EXISTING 5056 STAR 11+19.68 ELEV 5053.44 5054 5038 5052 5036 5034 REVISIONS: G T Y OF FORT C OL_ H N S, COLORADO - ENGI i�4 , ki � j s )I` NoN MATCH EXI5TING LIP.AT STAR q+4q.16 ELEV, 5038.0353 -y'- N 45.00' VC PVI STA - q+3G PVI ELEV 5037. A.D. = 5.63 K = ' 8.00 MATCH EXISTING ASPHALT # BVC STAR q+14.35 ELEV 5036.6113 MATCH EXISTING LIP AT STAR +4q.69 ELEV, 5036.89g9 DESIGNED: DRAWN: APPROVED: AGAR AGAR SCALE: BOOK: CHECKED D L TE: �web i-93 FL STAR 9+60,84 ELEV, 5038.0276 CROWN Of PROSPECT r- STAR 10+01.07 ELEV, HIGH POINT STAR 9+47.35 ELEV) rlq .4g20 CROWN ON PROSPECT - STAR 10+00 ELEV, 5037 IFL STAR 9+6 .77 ELEV, 5037.3807 EVC STAR 9+59.35 EV9 5037.4020 /-FL STAR q+roo.75 ELEV, 5036.6161 CROWN OF PROSPECT r- STAR 9+98.98 ELEVs E 10+00 PLAN + PROFILE BRYAN AVE. AND HEATHERIDGE RD. SHEET 29 OF G5 5040 5038 503G 5040 5038 503G 5038 503G 5034 .. MM Fl mwa a_.,F:.. BffiP :aa..w.PM - :Y c+ :.. . r . ,,,mRMMe....aw: .n . Y - s., A.W <:t,. IBn•. ia,vHFfVB wMWx. rewnr n r. �, .. .'vt - M N N 1 APPROXIMATE WORK SECTION A - ESTIMATED QUANTITIES PROSPECT ROAD IMPROVEMENTS - TAFT HILL TO SHIELDS SPEC. ITEM ESTIMATED NO, DESCRIPTION QUANTITY ----------- UNIT ------ 107 --------- 90 ----- DAY 202 3,006 L.F. 202 27,405 S.F. 202 1,769 S.Y. 202 511 L.F. 202 3 EACH 202 1 EACH 202 1 EACH 202 884 L.F. 202 641 L.F. 202 24 EACH 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 1 L.S. 202 9 EACH 202 4,790 L.F. 202 229 L.F. 202 4,959 S.Y. 202 17,172 S.Y. 203 9 EACH 203 21 EACH 203 19,268 C.Y. 203 12,823 C.Y. 203 6,445 C.Y. 203 1 L.S. 203 1 L.S. 203 1 L.S. 203 27,333 S.Y. 203 2,065 S.Y. 203 200 C.Y. 203 200 C.Y. 210 378 L.F. 210 3 EACH 210 I L.S. 210 6 EACH 210 1 L.S. 210 3 EACH 210 20 EACH 210 3 EACH 210 100 L.F. 210 100 L.F. 210 24 EACH 210 1 L.S. 210 I L.S. 304 2,855 TONS 306 33,801 S.Y. 403 2,950 TONS 403 1,170 TONS 412 1,568 L.F. 412 750 S.Y. 412 27,174 S.Y. ------------------------------------------- PUBLIC RELATIONS PERSON REMOVE VERTICAL CURB AND GUTTER REMOVE SIDEWALK/CRDSSPAN/DRIVEWAY REMOVE ASPHALT PAVEMENT REMOVE PIPE REMOVE CATCH BASIN REMOVE INLET REMOVE WELL AND ELECTRICAL REMOVE FENCE AND STOCKPILE REMOVE FENCE REMOVE AND PROVIDE TEMP MAILBOX REMOVE BRICK RETAINING WALL AT PARCEL 48 REMOVE GARAGE AND FOUNDATION AT PARCEL 52 REMOVE BLOCK RETAINING WALL AT PARCEL 7 REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT REMOVE AND STOCKPILE LANDSCAPE MATERIALS AT CAP OFF SPRINKLER SYSTEM SAW CUT ASPHALT PAVEMENT - 5' SAW CUT CONCRETE - 4' PAVEMENT GRINDING (APPROX. 2') PULVERIZE ASPHALT PAVEMENT ADJUST MANHOLE FRAME ADJUST VALVE BOX UNCLASSIFIED EXCAVATION EMBANKMENT (CIP) HAUL REGRADE DRIVEWAYS AT PARCELS 47 & 48 REGRADE SITES AT PARCEL 52 & 53 REGRADE SITE AT PARCEL 58 PLACE 4' PULVERIZED ASPHALT/ROAD BASE GRAVEL DRIVEWAYS CUBING 3' CRUSHED PAVEMENT BORROW - TOPSOIL BORROW - ABC CLASS 2 RESTORE FENCE RELOCATE COMMERCIAL SIGNS RELOCATE CLUSTER MAILBOX/PAD RELOCATE FIRE HYDRANT PARCEL PARCEL PARCEL PARCEL PARCEL PARCEL PARCEL 20 22 28 35 57 58 96 �e17C)7CI��] RELOCATE FIRE HYDRANT AT PROSPECT AND SHIELDS RELOCATE WATER METER RELOCATE CURB STOP RELOCATE WATER VALVES LOWER WATER SERVICE LINES LOWER SEWER SERVICE LINES INSTALL MAILBOX LOWER - 6' WATERLINE LOWER - 12' WATERLINE AGGREGATE BASE COURSE (CLASS 5> RECONDITIONING C8') HOT BITUMINOUS PAVEMENT (GRADING C> HOT BITUMINOUS PAVEMENT (GRADING G) 6' CONCRETE HIKE LANE W/CURB <8') CONCRETE PAVEMENT - 6' CONCRETE PAVEMENT - 8' ORADO QUANTITIES WORK SECTION A - ESTIMATED QUANTITIES PROSPECT ROAD IMPROVEMENTS - TAFT HILL TO SHIELDS SPEC. ITEM ESTIMATED NO. DESCRIPTION QUANTITY UNIT ------ 412 ---------------------------------------------------- CONCRETE PAVEMENT - 9' ----------- 2,034 ------ S.Y. 506 RIPRAP OUTLET 2 L.S. 603 12' R� (CL III) 131 L.F. 603 15' RCP (CL IV) 39 L.F. 603 18' RCP (Cl III) 17 L.F. 603 24' RCP (CL IV) 1,008 L.F. 603 14'X23' HERCP (CL IV) 137 L.F. 603 19'X30' HERCP (CL IV) 68 L.F. 603 30' RCP CCL IV> 137 L.F. 603 42' RCP (CL III) 20 L.F. 603 48' RCP (CL III) 30 L.F. 603 12" FLARED END SECTION 1 EACH 603 18' FLARED END SECTION 1 EACH 603 ENCASE JOINTS 8 EACH 604 4' DIA. MANHOLE 1 EACH 604 AREA INLET 1 EACH 604 5' TYPE R - INLET 3 EACH 604 10' TYPE R - INLET 2 EACH 604 15' TYPE R - INLET 3 EACH 604 20' TYPE R - INLEt 1 EACH 604 30' TYPE R - INLET l EACH 604 7.5' DIA. MANHOLE 1 EACH 604 EROSION CONTROL 3 EACH 604 EROSION CONTROL FENCE 2 EACH 607 INSTALL TEMP. 6'CHAIN LINK FENCE 140 L.F. 607 INSTALL TEMP. SMOOTH WIRE FENCE 515 L.F. 608 CONCRETE SIDEWALK (4') 42,619 S.F. 608 CONCRETE STEPS AT PARCEL 57 1 L.S. 608 HOLLYWOOD C,G&S (4') 840 S.F. 608 DRIVEOVER C,G&S <4'> 500 S.F. 608 CONCRETE RAMP & DRIVE APPROACHES (6') 16,376 S.F. 608 CONCRETE CROSSPAN CB'> 567 S.F. 609 VERTICAL CURB AND GUTTER 2,356 L.F. 609 6' CURB FOR PARCEL 52 2,356 L.F. 610 SPLASH STRIP (4' COLORED EXPOSED AGGREGATE) 17,692 S.F. 620 FIELb OFFICE - CLASS 2 1 L.S. 622 CONSTRUCT GARAGE FOR PARCEL 52 1 L.S. 626 MOBILIZATION 1 L.S. 630 28' REFLECTDRIZED CONE 4,000 EA/DAY 630 36' REFLECTORIZED CONE 4,000 EA/DAY 630 36' REFLECTDRIZED TUBE 4,000 EA/DAY 630 VERTICAL PANEL 6,000 EA/DAY 630 TYPE II BARRICADE 3,000 EA/DAY 630 TYPE III BARRICADE 4,600 EA/DAY 630 BARRELS 3,000 EA/DAY 630 SAFETY FENCE C48'X50') 1,000 EA/DAY 630 SIZE A SIGN WITH STAND 6,200 EA/DAY 630 SIZE B SIGN WITH STAND 5,000 EA/DAY 630 MANUFACTURE -SIZE A SPECIALTY SIGN 10 EACH 630 MANUFACTURE -SIZE B SPECIALTY SIGN 8 EACH 630 'PROSPECT ROAD' PLACARD (6'X30') 10 EACH 630 'PROSPECT DETOUR' PLACARD (6'X30') 14 EACH 630 LIGHT - STEADY BURN 5,000 EA/DAY 630 LIGHT - FLASHING 10,000 EA/DAY 630 ARROW BOARD 50 EA/DAY 630 FLAG PERSON WITH PADDLE 6,000 HOUR 630 TRAFFIC CONTROL SUPERVISOR 90 DAY 630 TRAFFIC' CONTROL SUPERVISOR 100 HOUR 630 SERVICE CHECK 384 EACH DESIGNED DRAWN ME S AAD SCALE BOOK NONE __.-.- ^_ - - ..ate..«� .., -. ..,.-.�..-.-....,,.. . ...,....... _.,,,,.w - �._....,..... .. APPROVED CHECKED D TE. -q3 APPROXIMATE QUANTITIES 3 G5 EXTEND SWALE TO 5TA 9G+00 I 5TA 96+00 - 5000.DD ° 5TA 9G+50 - 50G5.DO 5TA q7+00 - 5DG3.50 DRAINAGE SWALE ° 12' GMP C42 ro2.Gq 5062.20 INVERT 5062.6q INVERT 5OG2.55 INVERT 63.Oq ° ° a ° °- J INLET #1 CONSTRUCT STANDARD 15' TYPE R CURB INLET CENTERED gb+p0 AT STA. qq+15 gq+00 N \ E \ DRAINAGE SWALE EXTEND SWALE TO STA 94+00 5TA q4+00 - 5DGG.00 5TA q4+50 - 5000.71 STA 95+00 - 5000Z2 5TA q5+50 - 5000.33 STA 96+00 - 5000.14 STA qG+50 - 5OG5.95 STA q7+00 - 7065.96 GRAPHIC SCALE � r (>9liar) 5066 5065 50G4 _ 5063 5062 500 -RGP 5060 505q 5058 5057 505� 5055 O 5054 In 5053 5052 5051 DATUM ELEV 5050 5050.0000 REVISIONS: 12' GMP INVERT 50G2.Gq / I I III INVERT 5DG1.79 FLARED END SECTION INVERT 5061.G3 13 INLET #2 CONSTRUCT STANDARD 10' TYPE R CURB INLET CENTERED AT STA. 9q+13.53 MANHOLE #1 CONSTRUCT STANDARD SHALLOW_ 48'0 STORM SEWER MANHOLE AT RRO5RECT STA. -qq+30.9. EXACT N/5 POSTTION TO BE DETERMINED IN THE FIELD. n � O 0LLI � O 3 w 0 o_ O n O d U-11 ~ M of m N N 00 ~ � If) �0 00 O m 0 431 vN�Fp� ('9 N 1n 00 0 ~~ z In Ln J1 E W 4#u0i u0iz W � �m Y O Q,4 Q u'4 oG hW- W O -1- (3 � ; u #0z ~~Be U0 o[d) O 0'� uo i tu~cp~c a > m J>i 0 WLj at .. N L9ZW Z�� -1 OL fO OL W 4. C W 24' RCP TO BE REMOVED { LINE 'A" ti INLET #3 CONSTRUCT STANDARD 5' TYPE R CURB INLET CENTERED AT 'DAFT LULL STATIONING qq+16:q N W t9 �? .. O Q oz W H 0 O #Oz ~ o u0i z Z z I EXTEND EXISTING PIPES igWITH 2 ' GLASS I RGP ® 1.00% ig - 16' BS PIPE TO BE MOVED ELL I PIPE G 3G-L1A95X3OV 127 530' -18' GL 11 1P Gp 065 0 Wo q diLINE N + + O O O O q9+50 100+00 100+50 LINE 'A' STATIONING 100+00 = PROSPECT RD. STATION qq+13.53 AND SECTION LINE INTERSECTION CITY OF FOR-1 (C( 11-INS, COLORADO DiVill - ------ j� TAFT STA. 100+94 I`\INVEPT 50G4.20 NVERT 50G5.70 lo' DRAINAGE SWALE PROSPECT STATIONING 101+q4 47' NORTH FLARED END SECTION INVERT 5OG3.90 INVERT 5OG3.GO INVERT 5061.70 INLET CONSTRUCT STANDARD 20' APE R-UM INCEI-CENTERED'- AT STA. 101+81.72 101+00 LINE "B' C2 ELLIPTICAL PIP - I MANHOLE #2 CONSTRUCT STANDARD SHALLOW C90' DIA.) STORM SEWER MANHOLE PROSPECT STA. 1004w42 AND 55.5 ' RIBIHT LID LINE B' RIP TAP CSEE 'rr AIL 15"Em Q v O a6 vp ci vin of M 10 O # j z z MH RIM ELEV. TO BE SAME O u z ELEV. AS TOP OF SIDEWALK OF =KI- zZ- P z W QiXX> J) U) W F i W w L I / PROPOSED GRADE 1 I EXISTING v J z x C29') INVERT 50G2.G8 _x _ x INLET #4 CONSTRUCT STANDARD 5' TYPE R CURB INLET CENTERED AT STA. 101+84.70 a- k9 le ul O Ln Aim O 137' - 30'RCP GL,IE ®0.577. C2� G '-14'X23' ELLIPTICAL 17.5'-12'RGP 30'-48' RGP o CL M RCS '�1.107. GL ]H ®3.427. GL TE ®0.527- U 0 p N N n LIE •B• i° N a 96 0 N O O .. + .. O '. OLri 100+50 101+00 101+50 102+00 102+50 LINE 'T' MAM iDllE '#E-STASTIAN = 10044*2. iPRO5PiCrT SSA ADO442 AND 55.5' RIGHT �SJ�ED: DR A�y D vAPPROVED: SCALE: CHECKED: s+a BOOK: vw.- ,CKED : lf E •9 NOTE- WHERE STORM SEWER PIPE CROSSES A WATER LINE. CONCRETE ENCASE THE STORM SEWER PIPE 10' BEYOND WATER LINE. STORM SEWER BEDDING - CLASS G. SEE DETAIL SHEET. ELEVATION5 AND .LO.CATIONS OF EXISTING UTILTTE:S ARE APPROXIMATE. STORM SEWER PLAN + PROFILE LINES A. AND B 5066 5OG5 50G4 5OG3 50G2 50GI 5000 5059 5058 5057 505G 5055 5054 5053 5052 5051 5050 SHEET 30 O F G C5 I 0 MUM INLET #6 CONSTRUCT STANDARD 10' 0 TYPE R CURB INLET CENTERED AT 5TA. 145+34.30 O _- i4 _... .... NEW uGE ice- o _ s wpw� N..` E _ D4- 143+00 --I �.� 146+00 147+00 -H— h. t v w� z. 5030. 5029 _ 5027 5026 5025 5024 5023 5022 _-- 5021 5020_ 0 . 5019 d 5018 � 5017 5016 _ DATUM ELEV _ 501.5 5015.0000 REVISIONS: GRAPHIC SCALE (mIIIIm) 1 Imb - 20 R CONSTRUCT 2'A 3' INLET CENTERED AT STA. 149+10 ELEV. - 5025.10 15' CLASS III RCP ® ELEV. - 5025.10 / INVERT OUT = 5022.85 INLET #7 J LINE '0' CONSTRUCT STANDARD 30' TYPE R CURB INLET CENTERED 146+00 AT STA. 149+07.60 14 N W. FRDO )FELT KD. EXISTING GRADE PlIn r.7annc 146+00 147+00 148+00 NOTE; WHERE STORM SEWER PIPE CROSSES A WATER LINE, CONCRETE ENCASE THE STORM SEWER PIPE 10' BEYOND WATER LINE. STORM SEWER BEDDING - CLASS C. SEE DETAIL SHEET. ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. cl -T),, ._ L [OR` i COLORADO I_IVl-t I (t t I `VZ. W INE 't= ' SEE SHEET 32 Or 64 LINE 'E' 150+00 — —+ — —4— — --- 4— — LINE 'D' INLET #8 CONSTRUCT STANDARD 15' TYPE R CURB INLET CENTERED AT STA. 149+07.60 - - - - REMOVE PIPE — BEYOND INLET 20" OF 42' GLASS III RCP RAP RIP INVERT AT CURB INLET = 5019.26 RIP DETAIL SHEET DAYLIGHT PIPE INVERT = 5019.06 CSEE n� O"N0 N N N p Q N N 0 N N O O �z00z #FI. t-F- t-.MMMoG w'»» zzzzz U LILL z WWW z zzz J JJJ n O 149+00 Y�E�rED• Jt�y � � APPROVED SCALE BOOK: CHECKED TE. 5020 5025 50245023. 5022, 5021 2 5020 5019 5018 5030 5017 5029 5016 5028 DATUM ELEV . 5015 5027 5015.0000 5026 5025 5024 5023 5022 5021 5020 _ 5019 5018 5017 5016 5020 5015 5025. 5024 5023, .5022 5021 5020 5019 5018 5017 5016 DATUM ELEV 5015 5015.0000 0.657. LINE 'V -I . 10+00 o 7( r 151+00 5026 5025 5024 5023 5022 5021 5020 5019 5018 5017 5016 5015 a5025 5023 ��i�e �l5024 5021 i � 502# 16.8'-15' CL ]Y 5019 RCP 6 0.657. 5018 5017 5016 5015 a I STORM SEWER PLAN + PROFILE " " u 31 LINES G. D. AND E Gf.5 I Y - Y 1Nu.. .. �" re F.:MWV - v' .. r . 1 . it .{.. M CONSTRUCT 2'X 3' INLET CENTERED AT STA. 149+10 ELEV. — 5025.10 15' CLA55 I RCP ELEV. — 5025.10 INVERT OUT = 5022.85 �l = 5022 7f3 -- w Z 0 INLET #7 GON5TRUGIi-STANDARD 30'. LINE .E TYPE. R GURB_.INLET. CENTERED) AT 5TA. 149+07.60 LNE 'F SEE SHEET 31 OF 64 150+00 152+00 149+00 _*70, LINE 'G' W. FD OSPEOT RD SEE SHEET 31 OF 64 LINE T SEE SHEET 31 OF 64 D INLET #8 NEW CTV — — 20' OF 42' CLASS III RCP INVERT AT CURB INLET = 5019.26 DAYLIGHT PIPE INVERT = 5019.06 5030 5029 5028 509-7- 5026 5095 5024_ 5023 5022 . 5021 5020_ 5019 5018 _ 5017 5016 DATUM ELEV 5015 5015.0000 149+00 REVISIONS: CONSTRUCT STANDARD 15' TYPE R CURB INLET CENTERED AT 5TA. 149+07.60 REMOVE PIPE BEYOND INLET RIP RAP (SEE DETAIL SHEETS -- -- _� F-- -- - 152+00 ` END CONSTRUCTION THIS PROJECT STATION 153+77.79 35.5' LEFT PLUG END 154+00 150 +00 151 +00 152+00 153 +00 154 +00 y MM ` SCALE: BOOK: ratr. s+a• rhos¢. row APPROVED CHECKED CJI}TE _q3 5030 5029 5028 5027 502G 5025 5024 5023 5022 5021 5020 5019 501E 5017 5016 5015 _. .n..re.¢YM+....f..� r•+'«+ .r .. � im..6 nwki�od•MMRYY*ilHYly* ..n+•reawr..ovy_v..eruw®✓urra..mr..mmmw.mnwb.nnaa�.+.+.m.�....a.wn.m....me..eunvm..+�mrmm-+anrivw.n...o-o....._ .« .. ... STORM SEWER PLAN + PROFILE 32 LINE P G51 yiYd ePNpnu..,.,,allll/I /�Ilk�a�B w",..,ev�'xtl4�. �F.-.v�S�SYr>:e sro€v k E) N 50ry0 5059 50!58 5057 50,56 5055 5054 5053 5052 5051 5050 5049 5048 5047 _5046 AdM AW 5045 5045 GRAPHIC SCALE (my=) 1 look - 20 !! 123+00 WMltll wpnextcm .e.-�«mx�x:+e�: n.m�a+m^RnMM �a E W 3 w Z O to N w O FL N r p O z z oupi -- iz.o0'-15• C� RCR 63.50C TIE "G 124+00 DCAKD DRA\CAD SCAL&r. raw BOOK nom 1%dw 125+00 NOTE- WHERE STORM SEWER PIPE CROSSES A WATER LINE, CONCRETE ENCASE THE STORM SEWER PIPE 10' BEYOND WATER LINE. STORM SEWER BEDDING - CLASS C. SEE DETAIL SHEET. ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. 12G+00 <AiFN4k(f R ...�..-.- ........ ...mod...--.... _ .. .._... - _ v APPROVED STORM SEWER PLAN +PROFILE CHECKED DT;g3 LINE G 50rp0 5059 5058 5057 505G 5055 5054 5053 5052 5051 5050 5049 5048 5047 504G 5045 . 9W 33 G-5 lW. ELIZABETH ST. II A � Y U J J W Z Li 2 a U I a N or Q Q U ae SPRINGFIELD ® Q 0 z W. PROSPECT RD, PRE -CONSTRUCTION NOTICE TO THE PUBLIC ® 4 SIGNS EASTBOUND ® 4 SIGNS WESTBOUND CLOSURE DATES AND INFORMATION SIGN TO BE BLACK ON ORANGE 5' LETTERS ON 48'X48' BLANK 'PROSPECT ROAD CLOSED BETWEEN SHIELDS AND TAFT HILL MAY 1ST- AUG FOR ROAD CONSTRUCTION' W. DRAKE RD. W. STUART STREET PRE-C❑NSTRUCTI❑N N❑TICES U D- 0�_ W. ELIZABETH ST, I L a. Q DETOUR ROUTE ALL SIGNS TO STATE 'PROSPECT DETOUR' WITH ARROW TOTAL OF 14 SIGNS q 4-DETOUR RIGHT Q� 4-DETOUR LEFT 6-DETOUR STRAIGHT J 6'X30' STREET NAME BLANK -i 'PROSPECT ROAD' -PLACARD ATTACHED = ABOVE DETOUR SIGN. BLACK ON ORANGE-5' LETTERS H- LL_ N anol3a 133dSOad W. PROSPECT RD. ■ W. DRAKE RD. 1 anol3a 133dSOad na o13(I 133dSOaa ■ PROSPE T M o DETOU --I" av (z r*i �n L) P Li N p H i Q L) N Z z r U � SPRINGFIELD LL 0 O i Nno13a J 133dSOad ■ PR PECT DE ce f W ~Q = anO13(1 133dSOad W. STUART STREET ■ U anol3a vai � 133dSOad ow Q_ �1 ■ a J LJ i ■ PROSPECT DETOUR F-� J W PROSPECT DETOUR f t7 :U � o IF IF ov cm ;on 1 DETOUR ROUTE D e z Z N A n zz CONSTRUCTION NOTICE ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD* H w I y I a w W W O� O DETOUR AHEAD ♦ z a o y O m Q94ti U z I I Z= K ¢ N ❑ Z Q z z U OU r z p ¢ 4 a z KEEP RIGHT PROSPECT DETOUR ■ � o LL I � • — TYPE ITT BARATCADG -� —a- —_ ROAD CLOSED TO THRU TRAFFIC Go W. W, PROSPECT RD. ■ PROSPECT DETOUR ♦ DETOUR AHEAD ♦ ROAD CLOSED AHEAD ♦ ROAD CONSTRUCTION AHEAD JE CONSTRUCTION NOTICE PLAN I PROSPECT @ SHIELDS 33IlON N0I17nM1SNOD aV3HV NOI13n2llSNO3 (IM4I I I I GV3Hv a3SO13 GV08 U C3 Z z aV3HV NnOl3a ♦ z p uU Nam IJ31 ON ■ � fz Mnal3a 133dSO21d ■ s W. PROSPECT RD. ■ �- TYPE III BARRICADES PROSPECT ROAD CLOSED TO THRU TRAFFIC DETOUR DOUBLE ARROW DETOUR SOLID CLOSURE ♦ DETOUR AHEAD PLAN 2 ROAD CLOSED AHEAD CONSTRUCTIDN AHEAD CONSTRUCTION NOTICE PLAN 2 PROSPECT @ TAFT HILL DESIGNED: DRAWN: .wx AGAD SCALE: BOOK: _--- „NoNE -- ------ J H a aV3HV a3sOl3 avos ROAD aV3HV a3SO13 aVOa aV3HV v MOM (IVON e) , =o rm z mo C y D l7 ♦ z ♦ d� i III BARRICADES CLOSED TO TRAFFIC W Z J r Y 0 Nanl 1332115 1 l ON YPE III BARRICI ROAD CLOSED TO THRU TRAFFIC N W. ELIZABETH ST, Z 0 a z z 0 U A aW Of a BARRICADES SED TO A W w z J U a Nanl A 1H'JI?J ON LLJ w ♦ ■ m Wo Ell TYPE III BARRICADES ROAD CLOSED SOLID CLOSURE W N p J U m< 6 W C3¢ P E C T ld TYPE III BARE ROAD CLOSED ♦ THRU TRAFFIC ROAD CLOSED AHEAD PLAN 1 3 SIDE STREET CLOSURE PLAN v) APPROVED: --------- — - - y TRAFFIC CONTROL PLAN 34 G5 CHECKED: DATE N REVISIONS TRANSVERSE CONTRACTION JOINT •' '. ,• % 'A- Onj TRANSVERSE CONSTRUCTION JOINT fI?puired when pour hos been iMerrupled more lhon 30 minules and of end of a days pour. I14*x ff&roo e i ef /18 Ctrs. Tjpica/--o I KAtz, 15 , GENERAL NOTES ALL WORK SHALL BE DONE N ACCORDANCE WITH THE STANDARD SPECIFICATIONS APPLICABLE TO THIS PROJECT. AV —BARS SHALL BE EPDXY COATED DEFORMED REINFORCING BARS INTERMEDIATE GURB NLET5 EXPANSION MATERIAL POURED S „ I •" ✓o/Nr MArER/AL mm r L ♦ y� T4 ar %+%2" AIR (See Joint Defo/is) J (( '� � • . ICY ' r. to 09 wyful R£�M NE S EN C R N0. LL nA EXPANSION JOINT rle11 Eelow sur/cce — �— 3/; SEE DETAIL C LONGITUDINAL CONTRACTION JOINT "CONCRETE PAVEMENT RECYCLED ASPHALT AND ROAD BASE 3' COLORED EXPOSED AGGREGATE CONCRETE 5PLA5HSTRIP G' SIDEWALK amouT (OPTIONAL) TVPIr AI rDr•1GG _Gt:r`T1r\KI � 1 O LONGITUDINAL CONSTRUCTION JOINT WITH TIE BARS , KEYWAY OPTIONAL 1/•a"xl�Groove� 30 "Ctrs. T T picol I Keyway SCALE 1's20' JOINT$ SHOWN BELOW OPTION JOINTS FOR LEFT TURN LANE CPREEERRED JOINT PATTERN 5HOWN ABOVE) CENTER/CROWN LINE O LONGITUDINAL CONSTRUCTION JOINT 1/4 x 1118" GROOVE A ALTERNATE JOINT DETAIL CONCRETE TO FLEXIBLE PAVEMENT TRANSITION Concrete Pavement Asphalt Pavement ------------- ME S AGAR G ONGRETE JOINT DETAILS 35 VARIES 2 -q3 G 5 . :.a '•�«•a xav=a;tt,:�na„•--r,+�az �sse�aMZa N N 04 V o.0 o° eti ati 0�. RELOCATE SNOW ROUTE SIGN w OL a 0 ° 1 XV11' ,10- 11' F/a lk.4 S/k+e h 5 k'f' iui to' INSTALL A TWO-WAY LEFT TURN ONLY SIGN ZIA a. v REVIS'ONS i Z J Q W v r z O H H j— RELOCATE NO PARKING SIGN z O m 0. -." x0 0- 11' 41 U w LQ W Z /2G_f� RELOCATE 30 MPH S/L SIGN !� Z Np 7'S�t calk Slop $D4%i Bus _J to 0 NEW INSTALL -RIGHT LANE ENDS I (� NEW INSTALL -TRANSITION SIGN I �RELOGATE BUS BENCH w �� II > Ilflllll IlIIII w ° °° X _7�1 X— ll'x215' 111Xxm0• 11' III�II � III I F/olle7 5p4$A 's1"pfa, II W#5/01 bds s^/op INSTALL A TWO-WAY LEFT TURN ONLY SIGN I I I RELOCATE BUS BENCH BIKE LANE SIGN AND STENCIL WILL NEED THREE FOR EAST BOUND AS PER BIKEWAY STANDARDS Q PA-# , r) SPbsh Sfr4p 741- 10' j S f6ap RELOCATE NO PARKING SIGN O w RELOCATE NO PARKING SIGN— z z J w Ll 0 0 ° 00 D o Xo 0 0 0 0 —_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --P P-n4P9TP4:)— — — — — — RELOCATE BUS BENCH j741(e.-, Flash S�.,p �,•/o' y J w L1 z RELOCATE ADVANCE PED-CROSSWALK SIGN _/ DESIGNED D SICALE� O , BOOK 117+00 Flal/�n Splvsh 3fi-.p %, /0 nc Q O O Zry/,5,r/;j4 bus $roP J — — — Q w' Q W 1. , — °° — tix NOTE: SIGNS TO BE PLACED IN 3' WIDE SPLASO STRIP. SIGNING AND STRIPING TO BE DONE BY CITY CREWS. RELOCATE PED-CROSSWALK SIGN RELOCATE BUS BENCH RELOCATE ADVANCE PED-CROSSWALK SIGN a 11' o�= — _ 11• ,�,y� 4 11' 11' a co"c' .S/4.1 1'Or Vrs"-i Step EXISTING 30 MPH 5/L SIGN INSTALL A TWO—WAY LEFT TURN ONLY SIGN PS1RlIlfi .r We � raamav'.ne—.n�u.rswn. w..a-mn.w �m+.rs�«ru . r .r saa.r TYY.MYh V.9tlmYMRlnelMm D^F y. w.+,.. .n+vv w.rv...+wnm✓s.�.m+rmmawm..�.. ni�n..w._ .s ... ...ws......a. _.. ..a. .....rn . .«. w...xa. ...+a. .i. r �A�P4y�" x r. '"�� Y e4. 'APPROVED STRIPING AND SIGNING PLAN 3c; CHECKED $ DrP) T E 3 `left W*-A1WW4 -M...=r..WwWogetiMnM.ww:, .. azr-w+w.« a I a r N N v� F/a p" 5'p!¢si, cFr, p 1 l0 6a.�io= Sy.le� ti �45f ¢o F/«," S p w° x Sir p a 10, We Si' ok a} CAm&11:. Corner BIKE LANE SIGN AND STENCIL RELOCATE 30 MPH S/L SIGN WILL NEED THREE FOR WEST INSTALL TWO-WAY LEFT TURN ONLY SIGN OUND AS PER THE NEW BIKEWA STANDARDS REMOVE MERGE SYMBOL SIGN ° x x° 11' ----- 11' ------PLO-�P€��-------- 11' esa Sttb lo' d� IK re�.6 t w.lk ,t, 4 0' ✓cd �'t a� E -- ---- ---- °—�2:5,— ��x°PRO SPEGT(i ,�hx°° 1 ~ � T ~ _r 12.5' — 12.5' F 11' I1• � — fix 11' RIGHT LANE MUST TURN RIGHT SIGN 12.4' �' O.5' 10.1' 10_2' 13' s 11' _ Il'x315'tih h 1h ll'x315' __TG—M1•GON-5TRU&TE-H -N -1-99* — — 5 x�f cr Br 2�l�GTED �,,,A° 1gg4 11' W I I RELOCATE HOSPITAL SIGN BIKE LANE SIGN AND 5TECIL I I /� _IIIIIIIII IIIII_ x00 _— 11 —� — —xC- O O — xAll 11 O — O x Oh O -- $ —x0— —_ 1x x — ti0 t �2931h�7 - ti — 11 ---------TArT—h1ft -IIIliill (IIIII- BIKE LANE SIGN A77T STENCILQ IJ LL.a lli O DESIGNED: D A N APPROVED. f D 1 ( SGALE:F O BOOK CHECKED q?-/G2 NOTE: 5IGN5 TO BE PLACED IN 3' WIDE SPLASH STRIP. SIGNING AND STRIPING TO BE DONE BY CITY GREW5. Q J Lo Ocox —�.1 STRIPING AND SIGNING PLAN asmnc 37 Ma ."...M,•s, I N N V } P 26.00' LYONS" GARAGE REFLAC E IENT 1222 WEST PROSPECT ROAD NOTE: THE LYONS' EXISTING GARAGE WILL BE REMOVE TO ALLOW PROSPECT ROAD TO BE WIDENED. THE NEW GARAGE WILL BE BUILT FURTHER BACK FROM PROSPECT ROAD AS SHOWN ON THE SITE PLAN. FRONT ELEVATION WEST SIDE "TOOL JOINT OVER CENTER SUPPORT TOUNDATION —\ TOOLED JOINTS AT CENTER OF CONCRETE SLAB BOTH DIRECTIONS 24' NOTE• 2' X 8' 'RAFTERS FROM GARAGE .MAY BE SALVAGED FOR NEW GARAGE. 2' X 8' RAFTERS 24' O.G. do —on — C?J 7' X 8' GARAGE DOORS C2) 2' X 10' HEADERS 20.00' 811 WEST FLOOR PLAN INSTALL 3' X 4• WHITE ALUMINUM SLMG WINDOW :.4 DOUBLE 'PLATE PANT FACTORY PRIMED SIDING W/ 2 GOATS DUTCH BOY PAINT — TOLSTOY WHITE. 3' ADJUSTABLE PIPE fOR CENTER SUPPORT. PLACE 1/2' EXPANSION JOINT MATERIAL BETWEEN SLAB AND WALL. PROVIDE 1/2' 46 BOLTS EMBEDI 7' INTO CONCRETE THROUGH SILL PLATE EVERY G' W/ BOLT WITHIN 12' OF EACH END OF EACH PIECE. FOUNDATION WALL WILL ACT AS RETAINING WALL ON NORTH AND EAST SIDES. PLACE A #4 REBAR AT 4' FROM — TOP AND BOTTOM OF FOUNDATION WALL. IYM.ta Iwwesl.-nm.a.rmw.w'a+mww war.».wn.� ..r�row.r.....twY..r. :1.-... s. m, v -- .«. ,«„�._w�,.v,. mom».w•.+ >t - Win,W.wr.dFA tla... .1� �INPWeA w, y'ippy.rt . .FVeRfJNe-W ,,,_,�,d ta'M1MR 'co-awK... F:w •'+HMI "WMW..a kN1`M24'Y4XFkAi6Y1[:E' wr'XMY" M`i 'R�N"4 [,4 i$�'FtiA4t.' nriY+W..,.itfYillY�a.M,W • , r., .'$S'atv'b •• . SIDE ELEVATION SOUTH SIDE 8' a' ROLLED ROOFING ON 1/2' PLYWOOD RAN GUTTERS W/ DOWN SPOUTS AT REAR Of GARAGE. C2) 9 1/2' MIGROLAM RIDGE BEAMS ON C2) 2' X 4' COLUMN EACH END. S' LAP SIDING ON 1/2' SHEATHING. 2' X 4' STUDS 16' O.C. USE 4' X 8' 1/2' PLYWOOD FOR BRACING AT EACH CORNER. 24• X 24' X 10' CONCRETE PAD FOR GENTER SUPPORT FOUNDATION PLACE DIAGONAL TO BUILDING AND #4 ROAR 8' O.C. EACH DIRECTION. 4' CONCRETE FLOOR W/ 6' X G' WIRE MESH. USE REDWOOD OR TREATED BOTTOM PLATE. SIDING TO EXTEND DOWN CONCRETE 34' vca' 34' FOUNDATION 9' ON SOUTH SIDE. r: SIDING AND FOUNDATION MUST BE "•`: 81 STAR STEPPED ACROSS REAR OF GARAGE. 16' BUILDING SECTION N.T.S. .+vW»m.*u.,.+.awm�tw+a+-swxrv.ws-. r.. .•,• �.,..: •... � .. rDESIGNED DRAWN APPROVED MES AGAD LYONS' GARAGE REPLACEMENT 3B SCALE BOOK CHECKED D TE r' 1/4 -1 L 93 1222 WEST PROSPECT ROAD �5 6• GONCRE 4' SIDEV 6• GONGRI 15'i PT s� PROSPECT/TAFT INTERSECTION RAMP 1 RAMP 4 PT OT 3.G7' RAMP 2 'R G' 51DEWALK CONCRETE 7' SIDEWALK 'T EXPANSION MATERIAL SECTION A -A TYPICAL RAMP CROSS-SECTION Kra. 7' SIDEWALK CURB INLET RAMP 5 TYPICAL RAMP FLOWLINE DETAIL MAONYAi. A�WWRiRv YY.aNbv4®1s .. MM:" p. TniWakMWaWMO^+M1lPP! f.. r�WlY�s A/A�R.WFYIM•WOVYA �T « A.wwxe�d}V»W m ait�l . n'Ma�pYHMWlPR.+Wni .tAUO• q .aYRliivl a ��_{J PT 5' SIDI RAMP 6 E _ JRAD0 IJT 'HOOD FLOAT FINISH MAX. 12=1 SL E FROM BACK OF CURB TO BACK OF WALK CTYPICAL) TYPICAL RAMP LAYOUT NOTE: ALL RAMPS ARE CENTERED ON CORNERS iNCRETE 7' PT MATCH EXISTING CWIDTH VARIES) G' SIDEWALK 25'R� PT dDEWALK v� EIS ISM E D DAM D \ AtI1ACE�C G BOOK 3'R/ APT Go CONCRETE RAMP 7 APPROVED CHECKED RAMP 8 M• .rxF� MPNt.yqwr«Nr+,:.. � e a a -.. . xx�--- ...wiv+rswx.rv,.mv«a...n..rv. r ..m »...,x•. �'n. :. r .. RAMP DETAILS )o' 39 G5 N\ N N I C' BEGIN REMOVAL STA. 9G+21.61 --- - q5+00 TAFT > tILLqG+ooRD. q4+00 85' GRAPHIC SCALE Z( IN FEEL' ) 1 inch = 20 tt REMOVE EXISTING SIGNAL RELOCATE TELEPHONE PEDESTAL _REMOVE WELL AND ELECTRIC SERVICE O I ua 0 -- �0 O t—� REMOVE EXI TING ASPHALT STA. 100+68.92 (3,10 Ell- +00 O LIMITS OF ASPHALT —REM A� QL Q O REVISIONS: INSTALL TEMPORARY SMOOTH 3 WIRE FENCE in co REMOVE EXISTING CURB AND GUTTER —� q7+00 GRIND EXISTING ASPHALT AS NEEDED PER CRO55 SECTIONS RELOCATE SIGN SAW GUT ASPHALT I' FROM EX15T1NG EDGE OF ASPHALT 98+00 EXISTING EDGE Of ASPHALT REMOVE CONCRETE SIDEWALK TO STAB 98+97.39 RELOCATE OVAL AND ROUND ELECTRICAL VAULTS RELOCATE SIGN —� REMOVE EXISTING CATCH I A51N LIMITS OF ASPHALT REMOVAL qq+00 REMOVE 16' PIPE NOTE= All traffic signals and signs to be relocated by city. All utilities to be relocated by the respective company. Contact property owners to determine location for stockpiling their Contractor shall be responsible for relocating water and sewer mains/services. landscape/fence materials on their property. (B - Contractor shall coordinatewith the U.S. Post Office. Jerry Fire Hydrants are to relocated to 2' back of new sidewalk. Scott at 229 9801 regarding removing mailboxes. providing temporary mailboxes during construction. and access for mall delivery during Concrete curb. gutter. sidewalks and driveways will be removed to construction. nearest Joint or saw cut as determined by Engineer. Saw cutting will be paid for on a lineal foot basis. CAP OFF SPRINKLER SYSTEM REMOVE 154 Of FENC AND REPLACE TO I BACK OF WALK SAW GUT CONCRETE W❑ LL AND REMOVE AS NEEDED FENCE AND STOCKPILE FO — RELOCATE POWER POLE REMOVE AND STO KPILE FENCE FOR REPLACEMENTION TAFT REMOVE CONCRETE AS O REMOVE EXISTING CURB. GUTTER AND WALK 103+00 GRIND EXISTING ASPHALT AS 104+00 101+00 102+00 PER GRO55-SECTION SAW CUT 1' FROM EDGE T A F T I-t I L L R D . REMOVE EXISTING ASPHALT AS NEEDED OF ASPHALT WHERE WIDENING REMOVE EXISTING CURB. g� REMOVE EXISTING CURB. GUTTER AND WALK 7 REMOVE EXISTING SIGNAL RELOG SIGN i i 0 0— RELOCATE FENCE TO BACK Of WALK R MCVE EXISTING STREET LIGHT I 0 i RELOCATE FIRE HYDRANT RELOCATE EX I TING STREET LI( SEE SHE ? OF ?FOR R MOVAL EXTENTS f ECOCATE 51G* G. DAC fC LE20, BOOK APPROVED CHECKED — — — — CHECKED D-ATE.�� i BOX O 0 + O O r-A REMOVE EXISTING TR kFFIC SIGNALS wv L� +00 '0 ,v REMOVE EXISTING ASPHALT V 70 REMOVE EXISTING TR IG SIGN O REMOVE AND REPLACE FENCE TO BACK OF NEW WALK RELOCATE TELEPHONE f RELOCATE POWER POLE RELOCATE CTV PEDEST� 105+00 AND WALK _,--STA. 104+44.07 O STA. 105+21.99 TAB MILL KEMOVALS STA: G4+00 TO STA: 10G+00 10G+00 RDADWM •IDrN ��m�I I I OET +DEN ki" I IONi� ORAMTION Star A LOW jRw LIE J_ LIE f— I r— f- . TEFL MW ELIDE JDIll OOL JOMIT is ml ��Sw MSMJ�N cl�m_,M ID usm TWCAL em •Ea i. NOTE: Y - S * ALL RREN•ECMW TO "WE ADM• UWS. Ai SECTION Al TAFT HILL AND EVERGREEN ONLY ••Yw ONTEMEDmT Ow STREET INTERSECTION GUTTER DETAILS 0 COLLECTOR DE ARnRNLD VERTICAL CUM AND GUTTER CITY OF FORT COLLINS, COLO. E EVISED: ^-'- M UM MYOIWRT MO. A-427 (OI APPROVO EQUAL) . O.1' TO 0.2' VALVE SOX PER 57Ei:FTCATiON 7 54" MIN. 64" MN I. APPRCYED RESILIENT SLAT SWIVEL icE fil MAIN AL1rt•:y ALL VALVE P" S TA.iM AwrIK IIn I4. PINE 42 FIR 'MAIN OFERINQ MUST /�+Y RW OF GEST@ICTioNf l/ vn S:E_?iUTiON TON D MIL SMIX, OF P0.Y�NYI,EIE 2E• RIII. - I FIRE HYDRANT DETAIL rrrY OF FORT COLLINSe C LORAOC N0 ° Mill tl-ILITY QQl an �R9iOSI Ei� lN; U' 11ONE E9 S" 1g91u �� ICliiiin � n� H F7 �1 Sel I TYPICAL PLAN VIEW (! MI tMrN - l.F' 1al MJ —Im _IN F - T Ie' ® IMP'AJ'w rvl4ie Ser Al SH • _K1 3' ANN '-His' L l (• f:L ,rI !:LAll Iq Iw I ' is I-- -left, r a+• I-4L« ,O- I„ . r'.r It ,ei -N.( . _mot Al SECTION 4-4 REGULAR INLET C I 41 I C I I� AA sea 414 i Is j M ar ,ySew Isr - -- . e 1110 UI l 411 T el I III Nt e1 C d.J I - _ IW SECTION A -A INLET WITH DROP BOX- H>5 REVISIOINS STANDARD M-604-12 I SHEET 1 OF 2 1 1 JANUAN T, IMP I IvIll III • • ••• • • C • S HOLLYWOOD CURB, GUTTER AND WALK CITY OF FORT COLLINS, COLORADO A�/ ENGINEERING DIVISION 24" RING AND COMER -400 U KWAM N SY MACLEAN R AIeROV[D EQUAL PRECASTL KTE S•.: ADJUSTMENT SHIM �: .. GRWTtD INSM AND OUT FLAT SW TOP SECTION IN LIEU Of CONICAL TOP A STM c-wE Rui11fOLEQ'°C AS NEEDED .: ASTM C-4T• SEE NOTE MAMMOLE SECTION O' D• - ERODT SUE To COME •' SLOPE -3 A IMIDt AND OUT FT - ' 9 ' + ', POURED CONCRETE a'. - '� I EASE o c A o - S"MIn All AU,ra InV[at Per.Yllrr�A t it AINS ALTERNATE BASE NOTE. "iI INSME WAMETER OF SHALLOW MANHOLE MAINDIE SHALL w AS MLto": WITH FLAT TOP net SIZE MIN NANtm CITY OF FORT COLLINS, COLORADO DIAN ER ENOMEERMO SERVICES UNIT 2A'OR LESS w" 21"M 42" IRNU Be APPROVED BY: _ BIER Ail 72" 1 1 rh _,"All"All life,/IOF. lrnL �1 [Y al Sal "AI4 er.mNle«/«swNz. --__ ,y tKsr -I -400 ar PPOI \ , w r.•L —Ire' irwrnM wrwc- to A"w •w• M' t"••••• Nrw:al01r(.w.�i aNOu 1 reran arre"01�( rrf r«[r nrrer A, SCE ASSEMBLY Place Entire-- De MEDAI'1 FLACK RURAL MAL BOX 1" THICK MOUNTING BOARD. TO FIT BOTTOM OF MAIL BOX CCCA TREATED) rM c7 - 4" I.S. MIAII A e•tNL. TULlIIYME-VN" TD-I" (Mi I/I"•DOD •ArO) ih Ni Mae I " Men >R No ME OEIEI Ta IIAI sm EIIEE[ O E I TImN It, mmw ommE (NM mm Am =W" d mm mm EMR EECImN TD am SPIV IEE�R. • Canna IMt TrIRniRo1 MmHI NO.oEfN w To PEAS AID ODMO TO MSTm m m TN IMSmN ( IIa. art DETAIL PEAR RAIMM TO of" OF mm CSLLEGB, COLORADO GEEEIwNI GNIEDc.IRBT I 1 r --4b sAMP• . I L4.. per R. MnMNM D•NIMDII AM 1•rM• S•etmR SI••• _ " Pm R mm11mmR PERSPECTIVE VIEW Tror*ttM SECTION A —A IMYE N. T. S. RNmIH wfe, AINF•wAw Ik,ll DRIVEWAY WIDTH _________ 10 Ft Mal. fmaty N z F•MIIE Aft, MES.--------- 25 Ft. Ma ------- 20 FL Net AN N. SS Ft. HOLLYWOOD CURB APPROACH DETAILS 4'X4• Cil TREATED POST CTYMCAL) bu r•FIA41 STET--. SIDEWALK ASwmDly Boon Pouring tancrete. -- NOTES — - -40r -Pat TN PROTOTYPE TO BE SI+SMTTED blt fiat tN i SECTION B-B WO K TO ENGHM FOR APPROVAL TYPICAL END VIEW DRIVE-IN ANCHOR „rx[tNN[exo cri [a«frw�O SA - - DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS I Dol Bart are m Sfafma d-✓ I CURB INLET SECTIONS G-G { d-d T Y P E R �a.ANa N .. ... .�. ,.,, .,. ..., R„.,7 FkRN 1 •.' < �uR1�4�uA�VI 7 DRIVE -OVER CURB- PUTTER AND SIDEWALK N 5. r•� I a � c rp 2Y 6"Ael UvctuMRV,•irpKllR4aDove tNe' Sllal6 De fiIt 1 4NO Slope SHI Ilk to cure-11A"tO 1/2" Der R. 1t TAFT HILL ONLY VERTICAL CURBWTTER AND SIDEWALKS INCH CURB. WTTER AND SIDEWALK NTS EDGE SLPN%M 6r, I I Ile, R I I/2" 4 Vt ]N" PER . n Irr 2' R. _ Jil Ali NMIP CUT OF �'--- I' 6"-----+I IISTIALLN' OIGMYT FOR Iwl KS NTA OUTFRLL CURS AND GUTTER i CURB AND GUTTER DETAILS Rw ,M II-w I -72 OF FORT COLLIN5, COLRADO (� "�YYD 4-M ENGINEERING DIVISION CLASS A BEDDING CLASS S BEDDING \ Trench am Tercll�width �I � .I m a f— cir'f� al a e fclifa -I T2^ Iz , T,e cn -Nall at \ Mi M' —DenxlJ G"'PpHa eacmll s.ao�ttq �� \ �\I Den•ell Cam,octeIS Bockl'Il � e\� ra _ Wa/ NCHd G < c P /B 4Mi Morena 1b Mn Art R 3C0e PSI Concrete CLASS C BEDDING ROCK EXCAVATION o1 s ec�t�ea I/ \ 2 e wtt,Hr Lamoactea M /g Br 4' Mm cam oanea amlor ur".rOr, Tree ea Poax r Pac-t, se1rHe a,aeea Granular Ma\er'a' Material a BacNlll UNSTABLE SUBGRADE SUBDRAIII DETAIL Trench ='MI _ n It ,pci Nea_ T Rr i / C.riaa la Sniveler 12" \ / Ar UIr'epm Groa•a Mn Fi11I DPYIY CamNaHa 'Mef«wl Al.n l Boafal 4. Gravel Filler 1, /2 PocY a Perforated Min 5latea Plpe Lerq• Bona. 91. Cattail, Etc (II Mw'na l /MET GENERAL 'OTIS; STORM Ew 1. TN[MCM WMTNS SMALL •E AS BEDDING R au MENTS 3 sneMMe oR ill NO. 2. E.-ODTSME PIPE DIAMETER. CITY OF FORT COLLINS, COLORADO ENOMEERMG SERVICES UNIT S. AEPER TO 'HE 3-JRM DRAMAEE CONSTRUCTION STANDARNS, APPROVED MY: SICYMN E, SEDDINO MATERIALS' DATE: 5161.l FOR ORAOA TONS. REVISIONS: D-1 NOTE: NOT FOR SANITARY SEWER, SEE WORK SECTION C A Plynt% Line 9Mp• = IN" per MmS D•ImlSpl JOINT TO K ASIA POWAM"rt wO TSMx. Do,EEEON JOMT rIOMi cowai NMIt SDRM=1"p. ft. M•AMwm ~ WALK NC1IM ( IMfPlon A Tmn�—JH" PERS�T�I�EW NOTE NOW DNN App"w Sk,1 mm Wig" C•mMm SECTM A -A KT.& ' DMIIMW WIDTH - 4OF1 ma.fmaly f - R••., Ma 25 Ft. 20 Ft EV•Wnw, M•R. SS Ft T HILL ROAD Y NEW DRIVEWAY APPROACH DETAILS VERTICAL CUR11 AND SLITTER WY OF FORT COLLINS, Ca•ORADO REVI"`EE°D u n ENGINEERING DIVISION REYwD 4-M STANDARD M-620-12 (JANUARY, 1942) 6 E N E R A L N O T E S —� «r row .1 «...zP.«a «w Per, a,««.e Par, «,AYHM .. Iw r•, All .14 rwra 11l mar All noun: A.«rO ten rr ru w H4 efr[ a solrH 4A:ror rn-err r•wNL, 4r mrr re, w .r/N N'o"...w .w .f rNr re [r rwr 4.. awM m a«r«H :P` 1 MAH'w'r`iwLLON[n nix°11 nA.:"w :iwraa m mIr wrier w ,M «rrrw 4rrM rr r«.a«Ne r.w.w R, ...N.a/ra ..o. ew,:.»:mwro.w Al we nrn +.w rL `•"irwiurrro,eanw.Lw.. N.[M wm;N»v"w` rw''•`ei IM(rNnM«IIfR: P1v1 Ata on [MvNt. «M fle=.Y(. ,r«.,,ewrx[MM[N[M1M= P/«rM ,n«A.•r•w,r•r:.«v naYaMw w« « «a w/n wHNap .rw A,111.r awMawe: „ ASS. „'r««« w •Pen nrn,4'.« rw Per r4:I,Aar %'ry awa+n .wa,..'awNLm m o oM, twww� ZAT IS Pawn rw ` i4r a„A«, m r L«ea n. mar N,r I//AY rM W/Pr laq rpl rrIIIYL® m . ,.ne.A•,1.r 4lnr sr«Hr m rAra. rrew«'r. rP Per lYN FArr IPLR rPAVt/rp AfrN a,Ir'l aMf. l ', MLINM pwx,_ .w r [[LN Al.;AMPAAAAIAI CrM'« Cr RN.R IXtt[ p,Y,I Nr rtAA. u! � I. AAE rx( r[Lvxt LPRIf•>wr�«R-M1e• LPMee.6 efMl w11(n. orCMweL ry [ a'OpY+ "'b.brwP I LEGEND rl rn oro4u r. «' w«rM err I .'r a«•*«n wrf --' ./"YNOv, �AelAll ® - v�n•«e Mile,�al ___ � -aw ,'Ni1HiiN, ✓ l Y Y Y Y d tee DEPARF arur it nnm PI AN STATE ai it ,=gyp--s •�E.= n MAIL BOX DETAIL - - Al �My '4'M1➢iYb m r. YI` '- .A*/':ra:H�4ye•gPot R^::4aA^ :t.,, .. r.4Yw. +%Mt:T&vF r.. Wr„ v .. • r. .. H ,- . -•r. •ota'.•q'4ew=Nwdu"+wWOM • .. I• .. ':• a -n .. rs '•V 4M�r 4F.. .r1A'r$c44sMr,I1'3-:9 vat$. r •_ .•� f r♦ _ _ 4r- �' � -, w' .rvyYux,� tv LET! v, ' �• ,• inWWlb �. wr.wnvnuerra+<w .»ennw...rt... .... .... rv....."rave-.sun _....«_.._. -. ...._.- .. r,<.. .. •... •...a.... .. •' - wn_wn.'... ,,. <. r. i .+..n.F. ,..ow s.esaarwpaaw•.n _, ..n a+x., v+wvv. IMn air 4 n 0 ♦ i - pWn. -'t, r[rirvYn. . r r a r , ,- e.. i , .. m.wer,...ae-r+mma•„ar�.sa> •-,«..�. r. _.... ._.. ._ - .. - IW,�4dpollvwVabwln M IMF i,r-.mn.•._ ME 5 AGAD DETAILS 4 NONE 2_q3 AMANF.wmtllNrgHnT.vaFrNlwMay. .. . , ,., a ..,••.�.�,., � �. _ �ru: n .. - . .« .x, ,. . ......�. . ,. • ...,>....,. .-...•...,.-....,,. - . .;w,,:ew.xak Aw" .�.� � .. ,., w»M...,-,.._.. µ.H - .. ..Pew•. w :� FTNF O d 4' SPLASH STRIP M I 6.0' 1/2' LP L FLOWLINE WIC110N A -A OWLNE DATUM ELEV. SECTION 6-B 0.00'-FLOWLNE DATUM ELEV. A' 1/4' LP 1/2' LP 1 4" SPLASH STRIP DRIVE APPROACH DETAIL G' SECTION A -A PROSPECT ROAD/SIDE STREET FLOWLINE DETAIL WM LAI t �, i O Gravel FIItzr Dppmete4) Wirescreen� L—Corrreto (Appmv S:'Mesh) Block PLAN VIEW CVOf1O Filtered Water RurrofF E P i al wllq Wire Screen ;PIa 1 . VA4"Woad SGd—1 `--Curb Inlet SELTION A -A PAGE. 32 General Notes: I CURB INLET FILTER 1. Inspect and repair filters after each storm event. Remove sediment when GRAVEL one half of the filter depth has been filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO posited in an area tributary to a sedi- STORMWATER UTILITY ment basin or other filtering measure, pppgpVEO By 2. Sediment and gravel shall be immediately DATE: removed from traveled way of roads. REVISIONS. D-25 FIGURE 6.4 REVISIONS: LONGITUDINAL CONSTRUCTION JOINT BaBBaI o r_a Sar BB --- SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAYS OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANS, SUMP BASINS) U5E TWO 5TAKE5 PER BALE COMPACTED f NO. 12 Grve and Frame M Moelepr w apwo.ed eapal SECTION B-B AREA INLET CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY: DATE: D-9 :N G "Mmonvill 1/4' LIF L L .A 6.0 n 1/2' Ur FLOWLNE WCTION A -A 0 0 0 0 0 0 0 0 a 0 0 a o � o 0 U 0 � 0 o a o a o 0 0 EROSION CONTROL DETAIL FOR FLARED END SECTIONS 'd1LOWLNE DATUM ELEV. 1 8' J 3' SPLASH STRIP DRIVE APPROACH DETAIL PLACE STRAW BALE5 TIGHTLY IN SQUARE AROUND FLARED END SECTIONS WITHIN TWO DAYS FOLLOWING INSTALLAVON. /— COMPACTED 501L ENTRENCHED MIN. OF 4' CTYPJ EXISTING SIDEWALK O ) & A_ SIDEWALK ADDITION e, MARIAM NEW WALK ADDITIONS SHALL BE PLACED TO THE SALE LEE Ale WADE AS THE EXISTNN WALK. MATCH TRANSVERSE TOOLED JOINTS TO EXISTING TOOLED JOINTS ADDITIONS TO EXISTING SIDEWALKS F FORT COLLINS, COLO. APPROVED: Pia ENGINEERING DIVISION W' Area Inlet with Grate -7 — _ e q _ a v a � v c c n c Straw Salas Staked with 2 StakeS Per Bale AI I _ ¢ IIIIIIIII ¢ 1! ¢ v a n a v A 'I'l PLAN VIEW Runoff Stake Twine 'N,N..a► "r_. 7 Compacted Soil b V N Filtered Water SECTION A -A General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one half of the filter depth has been CITY OF,FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure. APPROVED BY: 3. Sediment shall be removed immediately CATE: from traveled way of roads. REVISIONS: D-23 FIGURE 6.2 SPLASH 5PRIP END DETAIL ON SIDEWALKS/SIDE STREETS I� SteelorWood Flltar Fabric BackFilled Trench Fdterlabric ' Atiach Securely to Post Steel or Wood PostCompacted Backfill Runoff fNI^.N.. IIIIII . Apfroxirmately 104 MIN. x ., Dun1_rs 4 x4"Trench allll dui IIT�rAllllll SECTION VIEW General Notes: 7. The maximum tributary area is limited to 0.24 acres per 100 feet of fence. SILT FENCE 2. Inspect and repair fence after each storm event. Remove sediment when one half the height of the fence has CITY OF FORT COLLINS, COLORADO been filled. Removed sediment shall STORMWATER UTILITY r be deposited in an area tributary to a APPROVED BY: sediment basin or other filtering DATE: REVISIONS: D-2� measure. FIGURE 6.7 PROPOSED TRANSITION SEWER LIKE INSTALL MEEALVE COUPLING (TIP) A'L*,HPKFKDS KTANKOI CLAMS (TV) 4 ALSO SMSTALL AT RNY 74,41`/ IN PI►G EXISTING G ' WATERLINE +' EXISTING L' MTENLINE GRAVITY PROPOSES LIIE 'MTMLI ANCHOR ITYP) ' ` TIINIIBT SLOCH Inr) s' s' NOTES: I. TNRusT $LOCKS FOR 6' DIAAMTG.A flat SHALL NAVE A SNAMInvol AREA OF 2.S S.F. AGAIAIST 9MDISWIL11 O SOIL. 2. VOLURIC OS GAAVITY ANGWOAS FOR G' e1AAL7RA PIPE SHALL IE. 1.0 C-Y. GI' VA ERLSE CROSSING DETA L AT PROS►EcT ROAD APJO i1P1E.L05 STREET I N TORS EcT IOAL -'F PROPOSED 1TNANI TRANSITION SEWER LINE HIISTALL MEGALUE COOKING(71,P) A-lE",AS•NEWS NETAMM MARLS (TV) + ALSe 1M1rAAL AT ANY 70,41hE IN PIPE EXISTING IV WATERLINE '! EXIAINe It e WATERLOO GRAVITY PROPowe 11"WATaRLea ANCHOR ITYP) THRUST $LOCH (TYP) s' a; NOTES+ 1. TNAUST atecTLS FOR la" OIAMETEIL P104 SHALL NAVE A RIININIUMt ARIA Of S W.V. AS^AINST ONSNTVRBED SOIL. 2. VOLIIAIE Of GAAVITY APIA.NeRS FOE li'I DIAAILTS.A PIPE SMALL at 3.: C.Y. la" 'MMTERLME CROSSMO DETAIL AT PROSPECT ROAD 'ANO SMICLOS STREET INTE.RSEtTIOAI 6w,.eyTM.wKq;eu, ..� xtg.xsnmMlM"ils^6 yAANWOORYMNawmwm..,Nmee�lwawaaaaea �/�'��, p+n '.«.,•+'vnR+'." �N +.� :. p [o uryM,.gyx�P.pw,MY4. �„ .�. ...,.....M,..._..,4.....,..,..........,.�..e,...,,..... .,.. _ .. .....> ,., .....,........v .. ., _. _. ..... _._-.._..._.._ _.._.... _, _. _.. _ ____'_ ..+�.",�..—.. -_ .... .. ....__ _..._...__.___-.__._�__,..._.M.._......___.�__. _....,.. ..�.. ..__.:...,..«.. ,,,«.....,.... r�. ...-..,. �. .....,...,....,...... ... «.,,M...,.-.............�......,.,..,..,...«..-.._,...,--,.�.-. .. '�, .. _ ,.r ', ,..awMw��INMNraEawX�M E SS I AGAD DETAILS 411 IF }?AVY 1 P x i I I NONE -93 1 `W ® aH.Mrn+exHnal+MYsa I, '' P-.w,.n,.Mlvef�llNf.M:4,_... «••- •• `+.nwa". rc:.in �P Y. - m XiNP�laa� �aMI '-`4FC4eN1W'e`bi YAPF Y'M1�"81•.IA' ' 4 ¢:'1-VM�1+mmmmmmmmwm on cm CIIIIIIII REVISIONS: I OUTLET PROFILE "I To SCYa - OUTLET PLAN xmr w ICU , sr clws II RAMP ,rra R n,m wlemlRa woe Pala corm TYPICAL RIPRAP SECTION x ww APAOIY DBriui i , Tell , D OD W(R) iAJI'DID aS "I I.LD wizar Dm 4.0 1 — O 53 NI Re nt C CUTLET IMVIRT iLEV.r ON 9 RLM TAC FIINSMO GROCU„D ELLNN VAT. SIX SILENCE OF E ENTRMCNCO OURAI CHAAAEL SL.Ll NOT SEE ETCCn+ THAN SN IV PINS MMM STALL CIE PLACID CN E VICESLOPb TO A NIKNT X s VERTICAL FCC AROR THE CNAI M GT w-r u v w•w n m-m n a. r r ar asanrlAt�Ai w-r Im• w w w ew Fipn 3.1 Riprap Apron Desipt Details. 26 PAYnne"T FOR REPImiIAL ARNO REPLA cEMwT OE PAVCIEia.MT Saa•TIwRI INA" eE InAaE 14.111AAATE, SEAL EDGES (TYP.) .•i ,. ,„ _ (OPENING TO BE STRAIGHT AND SQUARE, PARALLEL TO SIDE OF TRENCH TRENCH ^ + COMPACTED BACKFILL BACKFILL MATERITAL T BEDOING ELECT SOIL MATERIAL L ` + GRANULAR MATERIAL FEE WIDTH q VARIES 1. BEDDING MTERIAL SMALL EXTEND A MINIMUM OF 12-INCHES ABOVE TOP OF PIPE. 2. GMNAAR MATERIAL SMALL BE A MINIMUM OF 4-INCHES BELOW PIPE INVERT. 3. PRIOR M INSTALLATION OF PATCH, ALL EDGES OF EXISTING ASPHALT SHALL HAVE A TACK COAT A/PLIED. 4. ALL SEAMS BETWEEN NEW AND EXISTING PAVEMENT SHALL BE SEALED WITH AM ASPHALT TACK COAT. S. PAYBOT SECTION SMALL MATCH I'A40464e PA191wawr S4ar1aN TYPICAL TRENCH CITY OF FORT COLLINS, COLORADO WATER UTILITY DIVISION , NA i in 0 PROPERTY EASEMENT LINE SMOOTH WIRE FENCE DETAIL DISTANCE VARIES DISTANCE METAL POSTS ON 16"CENTERS VARIES ON 4" ♦ (CROSS) CHISELED IN - FACE OF CM INSTALL a MAINTAIN METER CUM, GUTTER, PIT COVER a STOP BOX 1/2' 'ETA iw SDDENALK 2' ABOVE ADJACENT GROUND - - PAVEMENTA- - jm 54" MIN. 66" MAX. < 'm CURB METER PIT, APPROPRIATE METER IF REQUIRED I CORPORATION STOP I Box (PIT DETSEE AIL) lk HATER MAIN o � \ <Lw.c•,�a„ CUM STOP PELRI ITTLa Ic NctO•-o. GENERAL NOTES: 1. For 3/4-inch and 1-inch services, use direct tap as shown. 2. For ly-inch and 2-inch services, install with tapped tee and corporation stop at Lire of construction a, use a tapping saddle. 3. Location of curb boa and meter pit shall be according to approved utility drawings. 4. City's responsibility for as intenance shall be the water rain, corporation stop, service piplrtg up to and including the curb stop. Owner's responsibility shall be from curb stop IludiEg the outlet coupling) to the building. 5. No couplings shall be allowed between curb stop and re ter setter. 6. Service shall be type K Copper from corporation stop to S-feet past meter pit (minimum). I CAST IRON RECESSED LID WITH NORM LOCK INSTALL LID 1/2" r ABOVE FINAL GRADE V RUBBER OR PLASTIC o INNER LID LOCK TYPE IRLET CAST IRON FROST PROOF VALVE METER PIT COVER GENERAL NOTES: 1. This meter pit not to be installed in any street, alley, parking area, driveway, or sidewalk. 2. No landscaping (trees, shrubs, boulders, etc.) A / or retaining wails to be within 4 feet of meter pit. 3. Ground surrounding Teter m CMPRESSIO Pit shall slope away from FLOW I TYPE lid, at 21 grade. MECTION 4. No plumbing connections to TYPE IX, be made in meter pit. Bituminous COPPER I S. Ail tees and connections Fiber PIPING to be a minimum of 5 feet from meter pit wall on METER PIT the outlet side. 6. Grade changes after meter pit installation shall require that the owner adjust meter pit cover to 1/2" +• above final grade. 6" LAYER OF 7. If Pressure Reducing Valve 3/4" TO 1 1/2" is required by Plumbing Code, tt shall be installed inside tM building, 2Q• immediately following the main it off Valve. STANDARD EXTERIOR SETTING FOR 3/4' S 1' WATER METERS CiTY OF FT.COLLINS, COLORADO IN BAn aTAE No. WATER UTLITIB DIVNION 6 AN �ammrmrmwmw x wrNr'�wwNNeR. uPwwtr4u i M I. RADO EXTENSION 6'-0' SIDEWALK 4-3 4 II L1zl -,j I' 11t^I r ♦l l f I l i l ORCONCRETE / -29 —{ I I I 1 l 1 I a I I I IDS CONCRETE V V BRACE � I I u—_ - 2"m 2 ". 1/4 I I I I STRUCTURAL STEEL ANGLES LINE POST STUDDED TEE OR L" WEIGHT= 825 LBS/POST L_ _=•J a 12„ END, LINE OR CORNER POSTS 2 1/2'a 2 1/2*R 1/4 STRUCTURAL STEEL ANGLE 89--3- OUT/OUT 78'-1--OUL/OUT (EXISTING WIDTH) SECTION - ROADWAY LINE - T-0" SPLASH PA N 0'-6' Cu RB - CI / CURB 3'-O' SPLASH PAN- 1 6T-0' CURB,CURB 1 30'-(13'-Cr —j 4. 3 !lam EXTENSION 6'- 11" SIDEWALK - V-2- RAL (TYP.) II I II 11 1 4'e GAS- i a LINE S� -RELOCATED PIPES, ! BY OTHERS. * SLEEVES BY CONTRACTOR. I -11"• (3) ITS 16.-0" 18'-7 a S TTs 33'-4" 4'- IF EXTENSION '-3'-11" 3'-11"- t 16' - -- - _--- _-EXTENSION • DIMENSIONS MEASURED P AV EIAWT, s10EINMaK, AMID SPLASH STRIP Te SE INSTA aLCD BY CANTitA. It FROM EXISTING OUTSIDE 1161AAINI016 64.10 4L L/ORK DONE Ity OTNEAS• EDGE OF BRIDGE. FIELD VERIFY PRIOR TO REBAR FABRICATION AT FORM PLACEMENT PROSPECT ROB FRIDGE CROSS(N4 THE NEW MERCER CANAL STA. 12443S! TYPICAL SECTION LOOKNO EAST ME S NONE DRAWN'APPROVED ACC BOOK: CHECKED DjiTE 93 L SEND WITH CURVED DEFLECTOR DIRECTLY OPPOSED LATERAL WITN DEFLECTOR (MEAD LOSSES ARE STILL EXCESSIVE WYTH THM MgTMOD, OUT ARE SIGNIFICANTLY LESS THAN WHEN NO DEFLECTOR EXMTS) TARI F Blur -- RAR I ICT FIR 111Rn 1 II •1RIt p• °°� TVCE Ali bNn L-- ] Imes w 10' e S' m, IIIrs. N 10' - V ID ARRIERVIILNg1A Nadp11'La•gT Mya L No" LRI NA IN(J LMl mM V uC A I fW Ile, Y i d i e RAN IF ��. SEND WITH TRAIGHT DEFLECTOR INLINE UPSTREAM MAIN i 11OALATERAL WITH DEFLECTOR CNANNELIZING DETAILS FOR MANHOLES CITY OF FORT COLLINS, COLORADO ENGNMERWO SERVICES UNIT APPl10YED BY: CAT BE IEVMIome: D-5 STANDARDEETEM-604-12 1 rAxwer, o•u m ._� LMm 1 Tlilik MANHOLE COVER GENERAL E L M1OTES e �i ..�-.. .. r... _ .. �„•.... A ANA..,r.Ar,.....,.,.Nwr,.., �o...N. ,,-I _ _rSl' - �•ww�/IN.+ M1+• ++...rr N,wW. --an.. •A�r. A.L. TABLE ^TWO - BARS AND QUANTITIES VARIABLE WITH IS AN ANEI 11EVEI Irp 11 VAR , - _ _m_ _____—_ 11 n, AN rJ- _rr Yr ra .n - -_ w,r - - _ _ � - -_ Ar m_ r IJ -Jr /r YI r YY rs' _ _ ,AA NA - - -Air - -_A. - _- VERA- _ - - - p - y CN r r-r , 1. - O _ --A. Neo- __ TYPE n TYPE III TYPE N l 1 BAR BENDING DIAGRAMS -� N Ii"NICE, ANER rAs / LYRICAL\I--'L-s �fKANHOLE "'r N,.V •' I,w NI,w'n wmr wv" '•"'"•"� _4i RING s s-AX L.R J .,.wr�lNlr IT11TE r TVRE rf TYPE All Nid rrr"N--IJ Onnnensions are put-10-Du1LM 83r 1 T Iw.r A. A~rF Cww . Its /S, N. .rr r N/M • /JJ/M - s u AIR. rorAE mro/r CHANNEL LAYOUT DETAILS DETAILS _ T Y P R INLET T Y E 27ERA NEI MIOIN1t r• i v e REVISIONS CONC ENCASEMENT WILL BE READ '.MEN CLEAR VERT GIST IS LESS THA 1'-6" OR HORIZ GIST ` LESS THAN 10' BETWEEN PARALLEL LINES CONTINUOUS NO. 4 BARS nur""�C F AT BARS 3 40. .I � ( 3 FOOT CENTER) uh ft CONC ENCASEMENT 5*�4m -gyp SE'4E2 LINE I 4•''^�1 �4'IMIN —1 �-4'mN--1 0' MIN 10, MIN NO --A C ENCASEMENT REDD IN ALL CASES WNERE SEWER LINE IS ABOVE WAM LINE CONCRETE ENCASEMENT DETAIL Cif' OF FORT COLLINS, COLORADO No. 12 WATIQ UTTLIT`Y OIVISICN .. TYPICAL BEND MIN. SEAR suRN POL7ET1ttLENE BOND SNEAKER UNOISTURSI SOIL TEE POLYETHYLENE R CW RIINGG BONO BREAKE BEDDING 111 NO, MATERIAL SOIL 01E TYPICAL CROSS SECTION MNBMUM S[ARINO BURPACB AREA SO. FT.) PIPE BENDS I O Uy SIZE I I V4• 22 V2 40• g0" 6" 1.0 4.5 35 e" I.s 12 3.0 4.S 9.0 16 S 12 0 GENERAL ROTES 1. tearing 3arfiaf irtl3 shown in CRATE art Rininnw. sowEft ER 2. All fittings to be wrapped with polyethylene. 3. Pipe installed under caditions different frcm Nose norRally encountered sMt.l require NNst blocks designed for Nose partfalar conditions. UIU A. Thrust blacks an pipe larger Lhex 12" shall SOIL be designed for conditions existing at the installation site. DEAD END S• Refer to Section 03300 for concrete requirements. STANDARD CONCRETE THRUST BLOCKS CITY OF FORT COLLINS, COLORADO no. 11 WATER UTILITY DIVISION RRED, I DATE: DRAWN dAPPROVED ME 5 AGAD DETAILS 43 a NONE BOOK CHECKED TE 2-93 fs G5 e eeexeaext I . assets- NOWa...wx'f LeBERlelalr r 14 v N N W04 CIO WEST 2' H.B.P. NOMNAL OVERLAY CGRADNG C)CTYP) 5Or.5 3.5' H.D.P. CGRADNG CXTYP.) 3.5• H.B.P. CGRADNG GXTYP) 5064 5063 -60.00 -40.00 -20.00 5066 5065 5064 5063 -60.00 -40.00 5066 � _ 5065 5064 5063 -60.00 -40.00 5066 �- 5065 5064 -60.00 -40.00 5066 5065 5064 -60.00 -40.00 -20.00 -20.00 -20.00 -20.00 5066 � 5065 5064 -60.00 -40.00 -20.00 REVISIONS: (� = GROWN LINE 9G+22.05 12' A.B.G. (GLASS 5)CTYP} O 0.00 9G+00 0 0 0 0 L4 ki 0 0 N 'i • e q5+50 L6 iri 0 0 'i Me EAST 5000 3.5' H.D.P. CGRADNG C)CTYP) 3.5' H.B.P. CGRADNG G)CTYP) 50G5 5064 50G3 20.00 40.00 60.00 20.00 40.00 20.00 40.00 5066 5065 5064 5063 60.00 5066 50G5 5064 5063 60.00 95+00 5000 z 6 CTYP) 1 5065 0 - o Lin �- 5064 0.00 20.00 40.00 60.00 94+50 tN9, � tr�yy 0 �O _ 0.00 94+00 It 3.5' N.B.P. CGRADNG CXTYP) 5066 3.5' H.B.r. CGRADNG GXTYP.) 50G5 - 1 GLASS SxrYr) - 5064 _-- � 40.00 60.00 5066 5065 - p - - �- 5064 in Lin 0.00 20.00 40.00 60.00 i Cl 0 R A rL = GROWN LINE WEST q8+50 EAST 5066 q 5066 5065 5065 5064 5064 5063 5063 5062 � h 0 �j �� 5062 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 q8+00 5066 5066 5065 5065 5064 5064 5063 \ 5063 v 5062 ri p \\ 5062 0 L J -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 97+50 5066 5066 5065 5065 5064 5064 5063 5063 U -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 97+00 5066 5066 5065 5065 5064 v n cD N 5064 n 5063 u' =� 5063 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 qG+50 SLOPE - 2Z CTYP) 2' H.B.P. NOMNAL OVERLAY CGRADMG CXTYr) 5066 5066 3.5' M.B.r. CGRADMG GXTYP) 3.5' H.B.F. CGRADNG CXTTP) 3.5' M.B.P. CGRADMG GXTYr� 5065 3 5' M D.P. CGRADNG GXTYr� 12' A B.C. CCLa55 S�CTYr� TYPE 5065 5064 1 �� 5064 ty 119 O O STRN 6' CTYP.) J 5063 n n. 5063 --60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 DRAWN APPROVED AGAR AGAR lI At BOOK CHECKED,DATE VERY. 1'-4' -- - - HORIZ. 1000' - - - - - TAFT HILL GRO55-SEGTIONS SHFFT 44 STA q4+00 TO STA qB+50 0 F G5 147918 ., .,. r4 N N N = CROWN LINE WEST 101 +0 0 2' H.D.P. NOMINAL OVERLAY 3.5' H.D.P. CGRADNG GXTYP3 T i-- 5065 3.5' H.D.P. C - -G G�TYP / 12' A.51G. CGLA55 3XTYP) 3.5- H.D CGRADING GXTYP� 50G*4 rF f 3.5' H.D.P. (GRADING GXTYP) 50G4 / ly to 50631 I- f a 5063 r I / G N 5062 _. _ 5062 -60.00 -40.00 _20.00 0.00 20.00 40.00 60.00 5065 c l f ri _ 5064 . _ L _ ✓ _. 50631 / / 6'IU G' LTYP> 5 -GO.00 If40.00 -20.00 5065 - - 5064 f6 - -60.00 100+50 q 100+00 VARIES �1 5065 J 4 DRAINAGE SWALE SEE SHEET 30 OF 65 FOR DESIGN 5063 CTYP3 5062 20.00 40.00 60.00 -i -40.00 -20.00 0.00 20.00 40.00 qq+50 50" - _ 9' P.G.G.P. CTYP3 50651- - 5064 5063F- _ 4'�VERIZED ASPHALT PAVCMENT CTYP> a -60.00 -40.00 -20.00 0.00 20.00 qq+00 Z.S'li.D.t• CGL61MG G3 5065 3.5' H.D.P. CUt DING G3 r- - r- _ --I 6. - 5064 L _.. L 12' Aa,(e. CQ4A55 53 5062 5061 -60.00 -40.00 -20.00 0.00 Y REVISIONS: CI 1 y ZF F 0 R 50G5 50G4 60.00 5066 5065 5064 5063 5062 60.00 Hb.P. NOMINAL OVERLAY CGRADNG G3 - 5066 3.5' H.D P. CGRADNG 0) 3.5' WSJ. f6RADNG 03 -' 5065 TYP3 1 5064 5063 STRIP G' CTYP3 --"��'-j 5062 5061 20.00 40.00 600.00 (� = CROWN LINE WEST 102+50 EAST 5073 �� 5073 5072•--, ' - 5072 5071 / 5071 5070 5070 5069 5069 o Ci 5068 1s 5068 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 102+38 5073 15073 5072 5072 5071 6 cii`P 5071 5070 - 5070 5069 5069 r 5068 d p 5068 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5070 5069 5068 5067 -60.00 5068 5067 5066 5065 -60.00 1n9+97 ".A -40.00 -20.00 0.00 20.00 40.00 102+00 j -40.00 -20.00 0.00 101+50 5070 5069 50G8 5067 60.00 5068 5067 5066 5065 20.00 40.00 60.00 5067 3.5- H,D.P. CGRAMP GXTYP3 2' H.D.P. NOMINAL OVERLAY (GRADING C)(TYP3 5067 3.5' H.D.P. CGAADING GXTYP3 10 - 5066 CTTP3 6 _ _ _ m 1 5066 12' A.D.G. CGLASS 5XTYP) 5065 1 % 3.5' H.D.P. CGRAQNG GXTYP3 5065 ✓ 3.5- H.D.P. CGRADNG GXTYP3 „ 5064 _ N In5064 5TRr 6' CTYP1..- n 5063 5063 f tr) -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 DEIGNED DRAWN APPROVED C_) L O R A D _ AGAR AGAR >{;ALE BOOK CHECKED DATE mm. T-10' .._.__�_. -73_- TAFT MILL GROSS- SEGTI ON S STA qq+00 TO STA 102+50 SHEET 45 OF G 10'v5b 5075 N 5074 N - - ' .'5073 5072 -60.00 -40.00 507G 5075 5074 i 5073 5072 -60.00 -40.00 5075 5074 5073 5072 -60.00 5075 5074 5073 5072 -60.00 5074 5073 5072 5071 --60.00 5074 5073 5072 5071 -60.00 REVISIONS: WEST MATCH EXISTING • SLOPE TO MATCH EXISTING L cKoxelol $ = GIIOWN LINE 104+28.80 q 'n Lp 0.00 104+00 q N go � h o'O Lf)�h 0.00 103+50 20.00 20.00 v v -40.00 -20.00 0.00 20.00 1 -40.00 -40.00 -40.00 103+29.31 q -20.00 103+12.76 Qs In to go O2 �1 -20.00 20.00 20.00 EAST 40.00 40.00 STRIP 6' CTYP) 40.00 • •eE 40.00 -5075 5074 5075 5072 60.00 5076 5075 5074 5073 5072 60.00 5075 5074 5073 5072 60.00 5075 5074 5073 5072 60.00 5074 5073 5072 5071 60.00 103+00 q 3.5• HD.P. CGRADING C)CTYP) 5074 3.5' H.B.P. CGRADING G�CTYP� 2' H.B.P. NOMINAL OVERLAY CGRADING GXTYP) 5073 12' A.B.C. CO -LASS S)CTYP) 5072 OVERLAY TO MATCH EXISTING CTYP� o O 5071 a_ -20.00 0.00 20.00 40.00 60.00 (� = GROWN LINE WEST 106+00 EA ST 5074 5074 c9 �9 t 5073 �- ----- 5073 0 O 5072 nin 5072 -60.00 -40.00 -20.00 0.00 20.00 40.00 105+50 5075 5075 5074� 5074 �- 5073 0 5073 a) Ln -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 105+21.78 5075 5075 5074 5074 5073 5073 5072 5072 N N U- T 5071 0 O^ 5071 NJh -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 105+00 5074 SLOPE a 0.47. CTYP) 5074 5073 5073 5072 � v 0 0 5072 n h 0 5071 I 5071 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5075 5074 5073 \ 3.5' H.D.P. CGRADING CXTYP) 5072 3.5' M.5.P. CGRADING GXTYP) 5071 -60.00 -40.00 104+50 2' N.B.P. NOMINAL OVERLAY (GRADING C)CTYP) 12' A.B.C. CCLASS 5XTYP) v w o O n in -20.00 0.00 20.00 40.00 5075 5074 5073 5072 5071 60.00 trES CNFD DRAWN � APPROVED :ya AGAD AGAR TAFT MILL GROSS-SEGTIONS SHEET 4G. �-a.E PERT. 2•-4' BOOK CHECKED DATE STA 1 0 3+ 0 0 TO STA 1 0 G+ 0 0 OF G5 M N N C.? M N I = GROWN LINE NORTH qq+00 5068 SOG7 5066 4' P.C.G.P. CTTP) 5065 5064 5063 4' PULVERZED ASPHALT PAVEMENT CTYP) 5062 '9 v in w 0 5061 -60.00 -40.00 -20.00 0.00 20.00 q8+50 li 5067 5066 5065 5064 5063 5062 5061 -60.00 V -40.00 50G8 5067 5066 5065 (TTP) VANZ! 5064 1 n w 0 0 N -20.00 0.00 q8+00 SLOPE - 1/4' PER FOOT CTYP) /`- 5063� DRAINAGE SWALE SEE SHEET 30 Of 65 FOR DESIGN v CTYP) 5062 \ N to V STRIP 6' CTYP) 0 5061 0 n -60.00 -40.00 -20.00 0.00 q7+50 5068 I 5067 3.5' H.D.P. CGRADNG C)CTTP) NOMNAL 3' H.D.P. OVERLAY 3.5' H.B.P. CGRADNG GXTTP) CGRADNG GXTYP) e6 12' A.B.C. CCI.ASS 5XTYP) VARIES CTYP) 5065 1�-- Ln k3 5064 i9 0 -60.00 -40.00 -20.00 0.00 REVISIONS: 20.00 20.00 20.00 SOUTH 5068 5067 / \ 5066 5065 5064 5063 5062 5061 40.00 60.00 50.00 40.00 CTYP) 60.00 60.00 5067 5066 5065 5064 5063 5062 5061 80.00 5068 5067 5066 5065 5064 5063 5062 5061 80.00 5068 \ 5067 �- 5066 T B.P. CGRADNG GXTYP) 5065 H.B.P. CGRADNG G)(TYP) .B.C. CGLASS 5XTYP) 5064 40.00 60.00 80.00 = GROWN LINE NORTH 100+50 SOUTH 5065 CTYP) VARIES 5065 5064 L �- 6 CTTP) 5064 1 5063 _ _ - 5063 5062 5062 5061 5061 5060 n 5000 0 t9 5059 Ln O In 5059 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100+00 5065 5065 0 5064 ` 5064 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 qq+50 5066 6 5066 1 5065 5065 5064 5064 5063 i f J m�yy 5063 5062 n 5062 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 qq+24 5067 5067 5000 \ 5066 5065 5065 CTYP) 4 5064 1� 5064 50G3 N (9 5062 r 5062 19 0 t9 5061 n 5061 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 qq+22.48 5067 5067 VARIES CTYP) 5066 1 5066 9' P.C.G.P. CTTP) 5065 5065 50G4 5064 5063 _ 4' PULVERIZED ASPHALT PAVEMENT (TYP) 5063 STRIP 6' CTYP) 5062 a 5062 0 t9 5061 Ln On 5061 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 t)fc+,NIP DRAWN - -- -- -- --- -.� T �f (� l (� `� ( APPROVED " 0 " 1 4 a I FOR 4rY � � � (-� �._�_l R �` DO SHEET AGAR AGAR PROSPECT GROSS- SEGTI ON S 48 ��' AJvatT 1m BOOK: CHECKED DATE: STA 97+50 TO STA 100+50 OF G5 = GROWN LINE NORTH 102+50 5064 7- O SOUTH L _ _ e- _ . as - _..� 9)- - ---\ _ --J -60.00 -40.00 -20.00 0.00 \� 20-00 - - - - 40.00 102+00 5064 5OG34s-. _ 5062 5061r _4 Q9 50594 -60.00 -40.00 -20.00 0.00 20.00 40.00 101+50 c 5062�- 5001 5060r-- - _ . _ T _ _ r - -60.00 -40.00 -20.00 0.00 20.00 40.00 5065 r •- _ a m _ -_ � _ _ � .. _ _ _ 5063F--_ 5062 w -60.00 -40.00 -20.00 5064 5063 60.00 80DO 5064 5063 5062 5061 5000 5059 60.00 50.00 5064 5063 5062 5061 5000 80.00 101+00 8' P.C.C.P. CTYP) _ - 5065 5064 10 5063 nL� ---� - - _ _7--5062 0--�! 0.00 20.00 40.00 60.00 80.00 100+75.83 5065 r _ _ _ _ _ _ 5063t- 5062 _ ._ _ .._ _ _ rr - - }{ . _ O 7i -60.00 _ - -40.00 -_ -20.00 _ f 0.00 5065 5064 5063 - J 5062 20.00 40.00 60.00 80DO 100+74.259• P.C.C.P. CTYP) 5065 - ayr:._Y __. _. _ _, _ - _. - 5064 -m �1RAt+lAG ALE SEE STRIPs 6' CTYP) 5062 T 30 OF fib FOR C S____ DE51 r- - _.T_, s0 L--I--. -60.00 -40.00 -20.00 0.00 � 0• v •�� CT'fP>- - - 5064 . i - 5063 �- 4' PUOVERRED ASMALT PAVEI°IM CTYF) 5062 20.00 40.00 60.00 80.00 NORTH 5067 5066' _. l 5065 5064 s _ -60.00 -40.00 5067� 5066 5065 5064 - -60.00 -20.00 /�_ SLOPE.-m EVERGREEN PROME -40.00 5065", 5064 -60.00 -40.00 -20.00 SLOPE,- EVERGREEIN FROME 5066� e _.5LOPE � 2z 5065 5064 �J - 5063 -60.00 -40.00 f SLOPE IZZ 5065� 5064 5063 -- - -60.00 -40.00 5065 •6 5064¢ _ 5063- , C -60.00 -40.00 -20.00 -20.00 (� = GROWN LINE 104+50 SOUTH 50G7 5066 - 5065 �ri --- _T 0 � \ 0.00 20DO 40.00 60.00 80.00 104+19 5067 5066 50G5 - � n O On- 50G4 - - - - - - - - - - - - - - 0.00 20.00 40.00 60.00 80.00 104+00 q - 5000 50G5 p - 50G4 0.00 20.00 �6OZ7� 60.00 80.00 103+50 • •• 103+00 20.00 40.00 -20.00 0.00 20DO 40.00 102+78 9' I, C.C.F. CTYP) 4' PULVERIZED -ASPHALT FAVEMENT CTYM) 6 �CTYf) o+Ion -20.00 0.00 20-OCT 40.00 5TRIP 6' CTYP) DESIGNED DRAWN `APPROVED REVISIONS LCRCIT! CA' FOR- ADO AGAR AGAR ' f SCALE BOOK- CHECKED DATE VZOM -4. 5066 5065 5064 5063 60.00 80.00 5065 5064 5063 60.00 80.00 5065 5064 5063 60.00 80.00 PR05PECT GRO55-5EGTION5 STA 100+74.25 TO STA 104+50 SHEET - 4a OF G5 91+00 Mo 0 ;any R-EMOVE FENCE 10 NEW ROW L : SAW GUT ASPHALT 1' FROM EDGE WHERE WIDENING J 97+00 p R 92+00 M GRAPHIC SCALE P�' O SPELT � OAD 93+00 q4+00 x INSTALL TEMPORARY 3 STRAND SMOOTH WIRE FENCE x x x x x 0 FA 'f) REMOVE WELL AND ELECTRICAL SERVICE co AND BAGKFILL RELOCATE FENCE TO NEW ROW LINE RELOCATE P TA - - - RELOCATE BUS BENCH AND SIGN- - - � ' 4 RELOCATE SIGN q5+00 --- I - i O SAW GUT ASPHALT 1' FROM EDGE WHERE WIDENING 96 +00 ,O Y l SAW GUT ASPHALT 1- TROM r EDGE WHERE WIDENING Q9 NOTE: All traffic signals and signs to be relocated by city. Contact property owners to determine location for stockpiling their All utilities to be relocated by the respective company. landscape/fence materials on their property. MB Contractor shall coordinatewlth the U.5. Post Office, Jerry Fire Hydrants are to relocated to 2' back of new sidewalk. Scott at 22q g8O1 regarding removing mailboxes. providing temporary mailboxes during construction. and access for mail delivery during Concrete curb. gutter. sidewalks and driveways will be removed to construction. nearest Joint or saw cut as determined by Engineer. Saw cutting will be paid for on a lineal foot basis. Contractor shall be responsible for relocating water and sewer mains/services. I REM Vf EXISTING Of REMOVAL EXISTING TRAFFIC SIGNAL REMOVE EXI TING TRAFFIC SIGNAL �� 5TAj100+74.87 98+00 STA 99+00 99 00 O 100 00 SAW GUT ASPHALT 1' FROM EDGE WHERE WIDENING O �- - - S — — + — - — O MANPID�E TO' B'E R'EMCVM LIMITS OF REMOVAL �,REMOVE 24' STORM SEWER BY OTHERS GTV MAY NEED TO BE---- OR RELOCATED---R��AC ------LOWERED .RREMOVE EXISTING TRAFFIC SIG 1,REMOVE JBA-SIN SIDEWALK SEE TAFT HILL REMOVE REMOVAL SHEETREM VE RELOCATE ELECTRICAL VAULTS STA:' TA gq+16.g0 - ------ - ----------- REVISIONS: CITY OF FORT C.OLLI NS, COLORADO ENGI tiE I RIV, 1)1`/iSION LN Of REM)gVAL . DESIGNED: DRAWN: Y APPROVED: AGAR $ICALL BOOK: CHECKED: DATE:�� S tXl5tNO eATeH BASIN -AL--- __--- a - SERVICE LINE � 10 REMOVE EXISTING CURB. GUTTER AND WALK -1" Z 101+f010 PULVERIZE ASPHALT PAVEMENT -- 102+00 O It- Q REMOVE STORM SEWER �� FRO SPELT ROAD00 c+v W _ _----- LIMITS OF REMOVAL Q W EXISTING TRAFFIC SIGNAL - 1 `W 103 104 PR O SECT REMOVALS STA: G1+00 TO STA: 102+50 1�----------- SHEET OF G� 14795, cm u = GROWN LINE NORTH 106+50 5069 _ Y _ _. " _. _ _, _ '_, a _ 5068l - _. _ _ - 4-- 50661 " 1 5065 �--• _ _. _ _ ..- " 5064" 5O63f po 5061L _ Y _ _ .. - in -60.00 -40.00 -20.00 0.00 5069r 5O68Y7- 5067 5O66�P 5065 - - e s` tJ _ ° -60.00 -40.00 -20.00 0.00 \ 20.00 40.00 -----------� 20.00 40.00 5069 5068 5067 5066 5065 5064 5063 5062 5061 60.00 80.00 5069 5068 5067 5066 5065 5064 60.00 80.00 105+50 - 5068 - - _ T _ - - 5068 5067 5067 r 5066' - _ - Y _ _ _ 5066 5065 r-- to 5065 5064 - _. I _ _ (_ _ . _ v _ _. _ ._ _ �+-----------ri - 501 -60.00 -40.00 -20.00 0.00 20DO 40.00 60.00 80.00 105+00 5069 -T _ _ - 5069 5068�- _ _ . _ - _ _. _ _ tm n _ _ _ 5068 4 _ I L 8' P.Ck P. A CTYP) 50671- -� _ . _ -1 _ _ _ _ m 5067 CTTn r 1 1 � 066 - 501-STW--r.1 ' -N 5065 Inscj \P�E L 1 _ I'll \ -5065064 HT PAT-____ M -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 50.00 REVISIONS: CITY 5069 5068y 5068 5067 501 - -60.00 NORTH SLOPE 2Z -40.00 = GROWN LINE 109+00 SOUTH - 501 5067 501 0 k in -20.00 0.00 20.00 40.00 60.00 80.00 108+50 C rn lb -40.00 -20.00 0.00 20.00 40.00 60.00 -40.00 -20.00 Y - 5068 SLOPE - LARK544A PROFILE 5067 5066 5065 -60.00 -40.00 -20.00 5068� p SLOPE = LARKSMJk� 5067 5066rT _ 5065 -60.00 -40.00 -20.00 5068-- rm SLOPE = LARKSPUR PR E� `- 5067 5066 - _. - _ - 501 -60.00 -40.00 -20.00 OF � �� DE'�1GNlD DRAWN `APPROVED l AGA1) AGAR SCALE BOOK CHECKED DATE vw. 1'=4' .. ------- ------ - 108+00 0.00 107+50 c09 t^4 o On 0.00 107+20 20DO 40.00 60.00 20.00 40.00 501 5067 5066 80.00 5068 5067 5066 80.00 501 5067 5066 5065 60.00 80DO t n 0 o14) in 0.00 20DO 40.00 60.00 107+00 ETYPs �- 6 (TYP) ^ STRIP 6' CTYP) ^ A. PULVERIZED ASMiALT PAVEMENT CTYP) o n . 0.00 20.00 40.00 60.00 501 501 5066 501 5064 80.00 5068 5067 5066 5065 5064 5063 80.00 PROSPECT GROSS -SEGTIONS SHEET 50 STA 105+00 TO STA 10q+00 OF t� 16, 95r, r� . + N I U (E = GROWN LINE NORTH 111+00 50701-_ 5069 t 50G8; s -w �d.w 5OG7 6 - -a . t- t9 O: 0 -GO.00 -40.00 -20.00 0.00 110+50 5070 r T A m 5069 50G& I_ 5OG7 5066I- - - - _ -4 n M -GO.00 -40.00 -20.00 0.00 110+00 50G8' A 50G7 5000 _ r _ . 0 5OG5 -60.00 -40.00 -20.00 0.00 10q+84 5068, _ _ _ ,_, _ � t 5OGG imr o_ 5OG5 _ _. _ _ a- n 'f) - -60.00 -40.00 -20.00 0.00 10q+50 -or u n 1.. _ i8' P.0 GP. CT1'PJ 50f,6[-- STRC fel _LTYP3. - - - -. n `�. _. o 5065L _� - _ 9 ._ -GO.00 -40.00 -20.00 0.00 REVISIONS: 20.00 20.00 20.00 20.00 20.00 SOUTH • •�• K6 • • 40.00 60.00 40.00 60.00 5070 5069 5068 5067 5066 5OG5 50.00 5070 5069 5068 5067 5066 5068 5067 5066 5065 80.00 �--- 5068 5067 SLOIRF = MICHAEL IN. PROM 5066 5065 40.00 60.00 80.00 6 (fiYP) --`�- - 5068 5067 STW 61 IcTYP) 5066 PLILYOMED ASPHALT PAVMENT CTYP) 5065 40.00 60.00 50.00 5067 - 50f•6- 5065 ' 5064 -60.00 5069 5068l 5067' 50G6- I •�i 5OG94' 5068, 5067 5066 5065 IZ = GROWN LINE NORTH 113+00 .` � SLOB - CASTLI!R -40.00 = r• •=• -40.00 -20.00 SLOPE - CASTLEROCK MtOFLE 5069' 5068, SLOPE -17. CTYP3 5067 , 5065 STRIP- G' GTYP� -60.00 -40.00 6 n R OLo In 0.00 112+78 -20.00 0.00 112+50 -20.00 0.00 112+00 SOUTH 5068 ��- 5067 5066 5065 5064 20.00 40.00 60.00 80.00 - 5069 �- -� 5068 / 5067 5066 5065 5064 20.00 40.00 60.00 80.00 5069 �- 5068 5067 5066 5OG5 5064 20.00 40.00 60.00 80.00 -20.00 0.00 20DO 40.00 111+50 �-^ 80 P.C.C.P. CTYP) - / �� 4- PLILVERIZED ASPHALT PAVEMENT CTYP) -20.00 0.00 20.00 40.00 DE SIGNIED DRAWN APPROVED -. AGAD AGAD SC ALE BOOK CHECKED DATE VERT. 10-4' how- 10-10, _- --- -- - 2 -9 3 5069 5068 5067 5066 5065 50G4 60.00 80.00 5069 5068 5067 5066 5065 50.00 PROSPECT GRO55-5EGTION5 SHEET 51 STA 10q+50 TO STA 113+00 OF G5 SOUTH M N N 1 �-1 5062 -60.00 T n -40.00 _ - -20.00 (i= GROWN LINE NORTH 115+GO SOUTH 0.00 115+50 5064 i e 5062 : � -60.00` -40.00 -20.00 0.00 115+00 r. _ 5065 ---.r_ _ - T - 5064 5063 _ O -60.00 -40.00 -20.00 0.00 114+50 5066 i 5064 5063' _ Lf) In 20.00 20.00 J STRIP 6' CTYP) 40.00 60.00 5063 5062 80.00 5064 5063 5062 80.00 5065 �- �- 5064 SLOPE - LMDERMLL MtOFLE 5063 20.00 40.00 60.00 50.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 114+00 5067 t P 5065i,W_,.,.- �, � n 5063L d e __ 0 -(00.00 -40.00 -20.00 0.00 20.00 40.00 113+50 5068r -crYP crYP) 6 _ 5066[ 8' P.C.GA cTYP� _ '� ASPHALT PAVEMENT CT1fP3 5065 O -60.00 -40.00 -20.00 0.00 20.00 40.00 REVISIONS ---- 5066 5065 5064 5063 60.00 80.00 5067 5066 5065 5064 5063 60.00 80.00 5068 5067 5066 5065 5064 60.00 80.00 = GROWN LINE NORTH 119+00 5058 5057 5056 -.60.00 -40.00 5059 -- ra- (Tyr) 1 5058 5057 -60.00 -40.00 5059 5058' 5057 -60.00 -40.00 506o\ CTYP� 5059 5058 -60.00 -40.00 5061� SLOPE + 2Z 5060 - "- 5059 -60.00 -40.00 LOP£ - 27L 5062 5061 5000 -60.00 -40.00 SLOPE - 0.5Z 5063 u 5062 c L STRIP w CTYP� - 5061- -60.00 -40.00 -20.00 !3' • olk cmo: oZoJ -20.00 -20.00 -20.00 -20.00 4 j■\f \/ DESIGNED DRAWN 'APPROVED CIS Y C)i �C�� `�� a - �._��I�A[_)�. y: AGAD AGAR SC.i�LE BOOK CHECKED DATE vwrl on - ----- -- --- ---- "OM' -�s& - - - - 0.00 118+50 ok 0.00 118+00 q- ------------ 1 1 O N 0.00 117+50 20.00 40.00 20.00 40.00 _ _ I 2b9 O 40.00 40.00 p 'OLo v 0.00 20.00 40.00 11G+50 q - O to 0.00 11G+00 20.00 -T 40.00 5058 _ 5057 505G 60.00 80.00 5059 5055 5057 60.00 50.00 5059 5058 5057 60.00 80.00 5000 5059 5058 60.00 80.00 60.00 60.00 5061 5060 5059 80.00 5062 5061 5000 80.00 8' P.G.GP. CTYP) u1"rj 5063 J 5062 4' PULVERIZED ASPHALT PAVEMENT (TYP) 5061 20.00 40.00 60.00 80.00 PROSPECT GROSS-SEGTIONS STA 113+50 TO STA 119+00 SHEET 52 ,.- - OF G5� m N c I = GROWN LINE NORTH 121+00 5058 t-- 5057 L--- 5056,. _ + . 5055 -60.00 -40.00 -20.00 0.00 20.00 120+50 5058 5057 - _ _ - _ z 5056 _ . _ ^ L ° 5055 m _ _. _ _ In -60.00 -40.00 -20.00 0.00 20.00 120+00 5058._ - - 5057 5056 - -- _, _ - r - °. -60.00 -40.00 -20.00 0.00 20.00 11q+88 5058 _ SLOPE MI Dr-SAV TROME' 5057.� - 50%0- _ _ _ z. C L_ t� a, ._ �_ °1 -60.00 -40.00 -20.00 0.00 20.00 11q+50 5058 SLOPl1 "A- LIL 5057 4- - - f - - - _ e -_ a � n 5056- -60.00 -40.00 -20.00 0.00 20.00 11q+35 SOUTH 40.00 i 40.00 60.00 60.00 SLOPE WESTWMCIE PROfLE 40.00 60.00 5059 5058 5057 5056 5055 80.00 5058 5057 5056 5055 80.00 5058 5057 5056 80.00 5058 SLOPE WESTBMGE MOfLE-.- -� 5057 5056 40.00 60.00 80.00 - 5058 �-- 5057 L 5056 40.00 60.00 MOO 5058 � .- 1 _ T .F ,_, ate• .� � ®.�. SLOW P.c.c.P. tTYP� 5058 5037 5057 5056 �- I _ _ �_ - .,t _ " ^ _0.I_�n_ _ - - � SJW 6• crYP) 4' M LV"= ASPF ALT PAVEMCMT CTYP) sos6 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 REVISIONS y .. C I T N' NORTH 5056 r. 5057 5055 - - 50541- -60.00 -40.00 -20.00 5057. SLOPE 2Z 505G 5055 _ 5054 -60.00 -40.00 -20.00 5058 5057 505f. -- - -- I 5055'- 5054 -60.00 -40.00 -20.00 5058- 5057 50. 5055 -60.00 5058 5057r 5056,- 5055 -60.00 5059r 7 . O Ao -IA = GROWN LINE 123+50 q 0.00 123m+00 L o n 0.00 122+50 q- (191 N 0 n 0.00 122+34 q- -40.00 -20.00 0.00 122+00 -40.00 - 0.5z 5os8 "r SLOPE - U 5O57(( 5056>- 6 5055 STRr • CTYP�- ` -60.00 -40.00 -20.00 -20.00 DESIGNED DRAWN APPROVED C_ L� AGAR AGAR SCAt-V BOOK CHECKED DATE VWliom. 1•-4' 0.00 121+50 q 8• P.c.c.P. CTYP) 20.00 20.00 20.00 20.00 20.00 SOUTH 5055 CTTP) 6 5057 1 \ 5056 5055 5054 40.00 5057 505G 5055 5054 40.00 6 LTYF) 5058 �1 /--� 5057 5056 1 5055 5054 40.00 60.00 5055 5057 5056 5055 40.00 60.00 5058 5057 5056 5055 40.00 60.00 MOO J STRIP 6' CTYP) T) 6 �-- 4' MJLVERM ASPMALT PAVEMENT CTYP) 0.00 20.00 40.00 5059 5058 5057 505G 5055 60.00 80.00 y PROSPEGT GROSS-SEGTIONS 4HEET 53 STA 119+35 TO STA 123+50 OF G5 14 "1 NORTH 5055 r t „ 5053r . 5052 3 M -60.00 -40.00 5054 --� -- �-- 5053 m -60.00 -40.00 = GROWN LINE 126+50 SOUTH 5055 5054 o 5053 - J no it 0 \ ` W52 -20.00 0.00 20.00 40.00 60.00 BODO 12G+00 -20.00 0.00 20.0bi 40.00 125+56 soss r _ SLOPE CONSTITUTION PROME W54 5053„ ° -60.00 -40.00 -20.00 0.00 125+50 5035 P d - _ SLOP CONSTITUTION PROMS 5054 1h -60.00 -40.00 -20.00 0.00 soss 5054 74- 5053 -60.00 -40.00 50'% s soss E- - - s054 9 � T a -60.00 -40.00 125+00 q 20.00 40.00 20.00 40.00 ` 'Jt -_�..Q Lo n �� -20.00 0.00 20.00 40.00 20.00 124+50 20.00 124+00 4• JiMIZED ASMALT PAVEML+NT Mr. a• rC.0r soss 5os4 E s I; c;3 J- r �• -60.00 -40.00 -20.00 0.00 20.00 REVISIONS: I OR 6 cTYR.) ___j 40.00 5055 5054 5053 60.00 BODO soss 5054 5053 60.00 50.00 5055 5054 5053 60.00 80.00 soss 5054 5053 60.00 50.00 60.00 6 � � _ 5056 � soss - -1 - - 5054 40.00 60.00 50% 5055 5054 v DESIGNED DRAWN Y AGAD AGAD S(.ALF BOOK . vERT. r-4• --- ---- - ^ ttow. r-40,.--- - - - - APPROVED CHECKED DATE PROSPECT GROSS-SEGTIONS STA 124+00 TO STA 12G+50 SHEET 54 t�f G5J N N REVISIONS: 3055 G 5054 5053 I �, 5052 _ -60.00 -40.00 = GROWN LINE NORTH 12q+00 MITI I 5056-- 5055 A-° - .- 5054 5053 5052 -60.00 -40.00 -20.00 5055 SLOPE - DRYAN MOFLE 5054 'F 5053 5052 e -60.00 -40.00 -20.00 5055, SLOPE - IWYAN PROM t 5054 7, 5053 - - njn 0.00 128r+50 L v 0 0.00 128+10.41 0.00 128+00 5052 ° -40.00 -40.00 -20.00 0.00 5055e r - 5054 5053 5052 -60.00 -40.00 *11 127+50 0.00 127+00 5054, 5053 - STW %" am 5052 4-0PLA_YMM ASPHALT PAVEMENT CTYP) Lno a ` -60.00 -40.00 -20.00 0.00 SOUTH - 5055 5054 5053 5052 20.00 40.00 60.00 20.00 SLOPE - MYAN PROFILE 20.00 20.00 20.00 8' P.C.C.P. MID) 40.00 40.00 40.00 G M 11 . NORTH 5053 SLOPE - 2z 5052 5051 \� snw G. 5050 -60.00 -40.00 5054 5053 -' 5056 5052 5055 5051 5054 -60.00 5053 5052 5054 60.00 5055 5054 5053 5052 60.00 -40.00 5053 ` 5052 5051 -60.00 -40.00 5054 5053E 5055 5052 5054 5051 -60.00 5053 5052 60.00 5053 - 5055 5054 5053 5054 5052 - .5053 -60.00 5052 60.00 6 CTM3 �1 5054 5053 STRIP 6' CTYP) 5052 20.00 40.00 60.00 -40.00 -40.00 5055 5054 G. CTY?) 5053L 5052 -60.00 -40.00 = GROWN LINE 131+00 -20.00 0.00 130+50 -20.00 0.00 130+41.64 -20.00 -20.00 -20.00 c� N 0g in Ln 0.00 130r+00 L �g �1n 0.00 12q+50 0.00 12q+17.1q F�•J�•7.7 Fl•JI;•Z•7 / 20.00 SOUTH 5053 7 5052 5051 5050 40.00 60.00 40.00 40.00 20.00 40.00 20.00 40.00 8' P.C.G.P. CTYP) 6 4' A LVER>'2iD ASPHALT PAVEMENT CTYP.) 0.00 20.00 40.00 5054 5053 5052 5051 60.00 5053 5052 5051 60.00 5054 5053 5052 5051 60.00 -5055 5054 5053 5052 60.00 5055 5054 5053 5052 60.00 DE>IGNED DRAWN APPROVED CITE` 01` FOK C(M-OI:ADO AGAR AGAR PROSPECT GRO55-SECTIONS [ h� , ,o� �I E B°®►c CHECKED 5TA 127+00 TO STA 131+00 �' 2-q3 ., ..„,.+m... MW ��III =��• ®�M® �-Ilr m... ,,.maw. ._.,.o....e....+....w®.ws...- SHEET 55 OF G5 4 r-ln M N N C� REVi,S,EONS 5051 5050 r. 5049 e. W48 -60.00 5051 5050 5049 50" -6O.00 5052 r 5051 a 5050T r , 5049' 5052 5051 r 5050 E. 5049 m -60.00 = GROWN LINE NORTH 132+00.62 SOUTH -40.00 -20.00 0.00 132+00 -40.00 -20.00 0.00 131+75.72 u It oun in -40.00 -20.00 0.00 131+rr50 L ogo in -40.00 -20.00 0.00 131+12.15 5053 �ffi SLOPc - 2z CTYPD 80 P.C.0 P. CTYP) 5052 4' PUL'TZD ASPHALT PAVEMENT _ r 5050L -60.00 -40.00 -20.00 0.00 20.00 20.00 20.00 20.00 20.00 40.00 40.00 40.00 RETAINING WALL 40.00 5051 5050 5049 XM8 60.00 5051 5050 5049 5048 60.00 5052 5051 5050 5049 5045 60.00 5052 5051 5050 5049 60.00 5053 1 5052 5051 9 5050 40.00 60.00 5046 5045 5044 -60.00 -40.00 5047 i 5046 i 5045 5044 -60.00 -40.00 5051 5050 5049 \ 5048 5047 5046 5045 -60.00 -40.00 5049 5048 5047 5046 -60.00 -40.00 5050 5049 \ 5048 5047- NORTH -20.00 -20.00 -20.00 = GROWN LINE 133+66.40 � O u� n 6 ri v 0 0.00 20.00 133+50 �- NOMINAL 1.5' Ha.r. OVERLAY CGRADNG GXTYP) n Q6 0 �J 0.00 20.00 133+00 v o� 0.00 20.00 132+55.31 q SOUTH 40.00 40.00 uo •• -20.00 0.00 20.00 40.00 132+50 MATCH EASTNG CTYP) 8' P.C.C.P. cTYP) 4' PU.YERIEW ASPHALT PAVEMENTco go fTYP u) in -20.00 0.00 20.00 40.00 5046 5045 5044 60.00 5047 5046 5045 5044 60.00 5051 5050 5049 5048 6 5047 �1 5046 5045 60.00 5050 5049 \ 5048 5047 5050 5049 5045 5047 DES)GNED, DRAWN APPROVED - -- AGAR AGAR PR O SP�GT GROSS SEGTI ON S SCALE � BOOK. CHECKED 2_93 STA 131+12.15 TO STA 133+GG.4 `'f G5 ,a now s+4a _ r " a. �� «. iFy�l•I�7i11�11111�11 � a - - � 6(N.n m N I � = GROWN LINE '~ NORTH 135+g8.79 SOUTH W41 5041 1.5' NOMNAL M.5?. OVERLAY 5040 .- 6 3.5' MA?. CGRADNG G) 5040 3.5' H.B.r. CGRADNG C) - 3.50 M E.r. CGRADNG G) 5039 CY M.b.r. CGRADNG G) 5039 P 5038 5038 e, 5037 - O 5037 it A.Q.G. CCLA9S 5) A 5036- `0 � 5036 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 NORTH W40 135+50 5039 \ 5042 �� 5042 5038, 5041 5041 5037 5040 5040 503G 1 5039 5039 5035 5038 OJT 5038 5034 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5033, -60.00 -40.00 -20.00 135+00 5043'�-< 5043 5042 5042 5041 5041 5041 5040 _. o 5040 nln 5040 5039 \ -60.00 -40.00 -20.00 0.00 20DO 40.00 60.00 5038e 5037 134+50 50" 5046 5036,- 5045 � 5045 5035' 5044E= \ 5044 5034 -60.00 -40.00 -20.00 5043 ;5043 r) Mi 5042 p 5042 'n1n -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5041, 5040 134+00 _ _G ctYr) 5039" 1 504G,.. 5046 NOMNAL 1.5' H.D.F. OVERLAY CGIRIAMC6 CXTYP) 503& 5045q 5045 r _ g4 5037 5044 a 5044 IL A.M.6. CCLASS 5)CTYPI) ( 36 50 5043 Lr ,. T n in5043 m - -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 -60.00 -40.00 -20.00 i ( ADO _ DFSfGNED DRAWN APPROVED REVISIONS: CITY � � � ��t'� � � �.� 1_l � � eA t-�\. � ��:� . AGAR AGAR _ L A ( i ? SCALE BOOKCHECKED q3 = GROWN LINE 137+00 li n k O � Ln 0.00 13G+50 d Ln-jn 0.00 13G+00 q 20.00 MATCH EAST"G Lr CTYP) 20.00 3.5' M.D.r. CGRADNG C)CTYr) 3.50 H.E.r. CGRADNG G)CTYP3 /-' & NOMINAL M.D.r. OVERLAY' CTYP.) 0.00 F • *M SOUTH 5040 5039 5038 5037 5036 5035 5034 5033 40.00 60.00 5041 5040 5039 5038 5037 5036 5035 5034 40.00 60.00 5041 5040 - 3.5' H.E.F. CGRADNG G) 5039 r- 6.50 M.D.F. CGRADNG G) 5038 5037 503G 40.00 60.00 PROSPEGT GROSS-SEGTIONS STA 134+00 TO STA 137+00 SHEET 57 OF G5 v . ,d ,60� NORTH = GROWN LINE 140+00 q SOUTH REVISIONS: NORTH 5042- 5041 F a 5040' \ 5039 5038a 5037'- •503G e_ ' 5035i n � n - 5034' m M 5033, 9 5032y 4 - 5031- o . . -A - a . -60.00 -GO.00 :Koxd•7 = GROWN LINE 138+50 q 138+00 u i LIE? 0.00 20DO SOUTH 5031 e- u )Jn -60.00 -40.00 -20.00 0.00 20.00 40.00 5039r 5038 n 5037r 50361� 3035 1 _. 5034 r - 5033[ 5032F 12*,A,.6. CC6AIS 5XTYC) L. -60.00 -40.00 -20.00 C IT Y V I )R 137+50 i 3.50 M.O.N. (GRADNG C)MIR) - 3.50 H.OI. (GRADNG GXTYP) r-- NOMINAL 1.5' HZ?. OVERLAY (GRAONC CXTYP) 20.00 40.00 5039 5038 5037 5036 5035 5034 5033 5032 503% 5038 5037 503G 5035 5034 5033 5032 5031 GO.00 5039 5038 5037 5036 - MATCH EXISTING Lr CTYP) 5035 5034 5033 5032 40.00 GO.00 5039 5038 5037 5036 5035 5034 5033 5032 5031 5030 5029 -80.00 5039 5038 5037 5036 5035 5034 5033 3032 5031 3030 -80.00 -. C . -60.00 -40.00 -20.00 0.00 20.00 40.00 139+50 It . ,�A.. -60.00 -40.00 -20.00 0.00 20.00 40.00 5039 5038 5037 5036 5035 5034 5033 5032 5031 5030 5029 5039 5038 5037 5036 5035 5034 5033 5032 5031 5030 13(9+00 L 5040 \ 5040 5039 5039 5038 5038 5037 5037 503G \ 5036 3035 \ 5035 50341 3.5' M.O r. CGRADNG CXTYC) MATCH EXISTING Lr (TYI•) 5034 3.50 H.O.N. CGRADNG GXTYP) 5033 NOMINAL L5' M.D.C. OYJr "Y CGRADNG CXTYC) 5033 5032 5032 5031 N N 5031 12' A.O.C. CGLAS6 5XTYr) O 5030. - 5030 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 DESIGNED DRAWN APPROVED AGAR AGAR PROSPECT GROSS-SEGTIONS SHFET 58 SCALE BOOK CHECKED STA 137+50 TO STA 140+00 OF G5 h 2-q3 ilk Atl=m 5035 \ 5034 5033 5032 5031 5030 5029 $026 -60.00 5036 \ 5035 5034 5033 5032 5031 5030 5029 5025 -80.00 5039 5035 5037 5036 5035 5034 5033 5032 5031 5030 5029 -60.00 REVISIONS: NORTH -40.00 -20.00 -20.00 = GROWN LINE 141+20.9B r> d (N OLn 2 0.00 141+00 O N o C4 O2N 1 0.00 140m+50 W 2.0.00 NOTE: SEE LANDSCAPE PLANS FOR GRADING BEHIND WALK, STA: 140+00 TO 152+50 SOUTH 40.00 40.00 J -60.00 -40.00 -20.00 0.00 20.00 40.00 Y f 5035 5034 5033 5032 5031 5030 5029 5026 503G 5035 5034 5033 5032 5031 5030 5029 5028 5039 5038 5037 5036 5035 5034 5033 5032 5031 5030 5029 5030`� 5029 5028 5027 -60.00 5031 �_ 5030' 5029e 502SR 5027 -60.00 5034 5033 5032 5031 5030 5029 5026 5027 -80.00 5034 5033 5032 5031 5030 5029 5025 -60.00 DESIGNED DRAWN AGAR AGAR SCALE BOOK NORTH -40.00 -20.00 -40.00 -20.00 -40.00 SEE NOTE CTYP) 12' A.D.C. CCLASS 5XTYr) -.60.00 -40.00 Ii. = GROWN LINE 143+00 -20.00 -20.00 W LQ 44 ai eo O l§ 0.00 142+50 0.00 142+00 N N O 0.00 141+50 SOUTH 20.00 40.00 20.00 40.00 20.00 3.5' H.B.F. CGRADNG C)CTTP) 3Z5 H.D.F. (GRADING GXTYr) MATCH £XISTNG Lr CTYP) �- NOMINAL LS' H.5?. OVERLAY CGRADNG CXTYP) 20.00 40.00 5030 5029 5028 5027 60.00 5031 5030 5029 5028 5027 6o.00 APPROVED PROSPEGT GROSS -SECTIONS `1-4ECKCr, 1 -q3 STA 140+50 TO STA 143+00 ----------- -- - 5034 5033 5032 5031 5030 5029 5028 5027 5034 5033 5032 5031 5030 5029 5028 4HE f T 5� G5 ! N N V x Z O REMOVE CONCRETE J 103+00 N I&A RELOCATE BUS BENCH �( O� RELOCATE SIGN REMOVE AND TO BACK OF z w CAP OFF SPRINKLER SYSTEM 20 S SHEET ? OF 7 FOR (]z R VAL EXTENTS U REMOVE PLANTER AND STOCKPILE Q RELOCATE SIC�I LANDSCAPING MATERIAL Q 104+00 FDR0SPEGT ROAD I REMOVE CONCRETE 21 F REMOVE AND REPLACE FENCE 2' BACK OF NEW SIDEWALK RELOCATE EXISTING., JTREFT LIGHT I . �\ REMOVE CURB. GUTTER AND WALK REMOVE CONCRETE 105+00�- PULVERIZE ASPHALT PAVEMENT 106+00 RELOCATE SIGN ✓- REMOVE FENCE AND STOCKPILE FOR REPLACEMENT o� LAE�N ?FOR REL �i ATE 351GNTER ANI '°�' R REPL RELOCATE' 5TR �- RELOCATE FIRE H '1 RELOCATE WATER VALVE 12' NORTH 107+00 108+00 I- I ❑ I 102 I 6 ' I O GRAPHIC SCALE ❑ INSTALL TEMPORARY 3-STRAND FENCE 20 40 so ( IN FEET ) 1 inch = 20 ft. NOTE: All traffic signals and signs to be relocated by city. Contact property owners to determine location for stockpiling their All utilities to be relocated by the respective company. landscape/fence materials on their property. Contractor shall be responsible for relocating water and Fire Hydrants are to relocated to 2' back of new sidewalk. sewer mains/services. MB Contractor shall coordinatewith the U.S. Post Office. Jerry Concrete curb, gutter. sidewalks and driveways will be removed to Scott at 229 9801 regarding removing mailboxes. providing temporary nearest Joint or saw cut as determined by Engineer. Saw cutting mailboxes during construction. and access for mail delivery during will be paid for on a lineal foot basis. \ construction. �J O LANDSCAPE REMOVE AND RESTORE NC �n an,R_rK OF- NEW LK O REMOVE POWER POLE o p o o-moo x x _ 0z SEE SHEET ? OF ? FO OO REMOVAL EXTENTS � 28 25 26 27) REMOVE CONCRETE Q RELOCATE MAILBOX TO BACK Q OF NEW SIDEWALK SERVICE LINE x x E GONGRET ILBOX PAD QI I I I b a REMOVE CONCRETE REMOVE CONCRETE SERVICE LINE , REMOVE -FENCE 77:ELOC4TE FIRE HYDRANT RELOCATE SIGNS J O SERVICE LINE SE�VIGE LINE REMOVE CURB. GUTTER AND WALK SERVICE LINE Y 1 109+00 110+00 111+00 112+00 _ PULVERIZE ASPHALT PAVEMENT CO PR.OSPEGT ROAD V 4 RELOCATE E G. VAULT -No WER GAS LINE for REMCM TOWER TOLE' ° REMOVE STREET Li T �RELOGATf YARD REMOVE FENCE AND STOCKPILE RELOCATE SIGN O x Q5. GAP OFF SPRINKLER SYS M \ 4nr VE PLANTER AND STO PILE �J CAPE MATERIALS LO GAS LINE RELOCATE SIGNEET LIGHT RELOCATE WATER .VALVE LOWER GAS LINE FROM 10' NORTH 5TA= 112+00 TO 114+50 113 +00 LOWER GAaLINE. O RELOCATE -LLJ - - - 99 - - - - - - - - o REMOVE ANDRRE BACK / FENGE p OF NEW SIDEWALK 300 GAP OFF SPRINKLER SYSTEM ' \ 98 GAP OFF SPRINKLER SYSTEM CAP OFF SPRINKLER SYSTEM 0=0.—�� REVISIONS CITY OF FOR'] C_,OLORADO ING! , SAW Gait AND (ZZ;Mcs./E A�5P4a►.LT x Es TAL C RELOCATE SIGN n REMOVE FENCE O co O — ° Q i REMOVE CONCRETJ DRIVEWAY AND 51DEWALK m RELOCATE SIGN - O LOWER CTV GABLE u , lO wi 114 +00 )+ y V Q 'UA Q 0 REMOVE POWER POLE AND UNDERGROUND CTV GABLE -77777777==7—=--- DESIGNED:DRAAPPROVED' G.A.K. AD D FRCSPEGT REMOVALS --------- - - s1CALE20 , BOOK CHECKED �TE:�� STA 102+50 TO STA: 114+50 G� _u won . - - - - SEE LANDSCAPE PLANS FOR GRADING q= GROWN LINE B_E!•fWD WALK, 5TA= 140+00 TO 152+50 NORTH 14G+38.81 SOUTH 5033- 5033 M = GROWN LINE 5032 5032 \ N NORTH 145+00 SOUTH 3031 5031 5030' 5030 5030 \ 5030 Y \ \ 5029. \\ 3029 5029 \ 3029 5026 5028 5028 \ 5028 5027 5027 5027 5027 N * 5026 n r p 5026 5026 502G 10 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 05025 5025 "n n -50.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 144+50 5030-� 5030 14G+00 5033, 5033 5029 5029 5032 5032 5028 5028 -� - 5031 5031 5027 5027 N 5030' 5030 5026 r a 5026 �1 5029 5029 -60.00 -40.00 -20.00 0.00 20DO 40.00 60.00 5026 5028 5027 \ / 5027 144+00 5030e rr L 5030 5026 502G 5029" 5029 5025 o N 5025 5028 ' / 5028 -80.00 -60.00 -40.00 -20.00 0-00 20.00 40.00 5027t 5027 ^ O 502G ' 0 5026 145+50 5031 5031 11111 -40.00 -20.00 0.00 20.00 40.00 Go Op �� 5030' 5030 5029 5029 143+50 5030, 5030 5028 _ 5028 5029 - 5029 5027 5027 5026- 5028 502G N 502G 5027- 5027 5025 �n 5025 0 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5026 �' - 502G -1 -40.00 -20.00 0.00 20.00 40.00 60.00 145+07.95 143+37.03 SEE NOTE CTTf:t 5030 SEE NOTE CTYP.) 5030p:-� 3.5' Hb.f. CGRADNG CXTYf.) 5030 3029 ; 3.50 M.B?. (GRADING CXTYF) 5029 �� 3.5' M.O.f. CGRADNG GXTYF) MATCH C)USTNG L>r CTYf� MATCH MSTNG Lr CTTf) - - - 3 5' N 6.f. CGRM G GXTTf� \ 5029 NOMNAL 1.Y M.B.P. OVERLAY CGRADNG CXTTi 5029 5028 MOMNAL IV M". OVERLAY CGRADNG CXTYF) � 5028 5028 5028 5027 5027 50271 12- Aa.C. CGLASS .4XTTf) 0 - 5027 5026 120 A.6JC. CCLA96 3XTYf) 0 � N r 5026 o 502ra 5026 5025 5025 -40.00 -20.00 0.00 20.00 40.00 60.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 REVISIONS: )F ;GNED DRAWN AP w()vE.L7 ; '�NEEi A AD AGAR PROSPEGT GROSS-SEGTIONS GO '` ALE °OK `"E` �$ ` STA 143+37.03 TO 5TA 14G+38.81 °F G5 a = CROWN LINE NORTM 147+47.23 M 5030Y - (V- N f 5029 - - !- vat 50281- _ �\ 5027 5026 - 5025( _ ' N N 5024 -80.00 -60.00 -40.00 -20.00 0.00 20.00 147+00 5030r- _ _, _I 5029 . 5026 f•- . _ _W _ Y 5027 I 5026- 5025 t9 t9 5024 in Lin -50.00 -60.00 -40.00 -20.00 0.00 20.00 14G+71.5G 5031 50301-. _ 5029 5026 r - 5027'- - - 502b -. _ r � r 5025 1- -50.00 -60.00 -40.00 -20.00 0.00 20.00 S-OUTti N OIL HE LAND.SGAPE PLANS fOR GRADING 5030 BEHIND WALK. 57A* 140+00 TO 152+50 5029 N ORTH 5028 5026 5027 5025' � 5026 5024 Sots 5023 5024 40.00 -80.00 -60.00 -40.00 5031 5030 5029 5028 5027 5026 5025 5024 40.00 40.00 5031 5030 5029 5o2a 5027 5026 5025 = CROWN LINE 14q+00 SIOUTH 5026 5025 5024 p 5029 o-� -20.00 0.00 20.00 40.00 148+G8.-48 5026 5026 5025 50'25 c9 r \ 5024 `o \ ,5024 Lon -60DO -60.00 -40,00 -20.00 0.00 20.00 40.00 148+50 5027 5027 5026 5026 5025 5025 n 5024 `� 3j 5024 -60.00 -60.00 -40.00 -20.00 0.pO .20.00 40.00 5025 5027, 5026' 5025 5024 -50.00 -60.00 148+00 n _A -40.00 -20.00 0.00 20.00 40.00 14G+50 5032 5032 5031 5031 r - - - - 5031 5030� \ 5030G-- - - \ram GIM NOW CTM W30 50241 �� am AI@;17: �Ti 9 5029 �- - ___.: _ _.. 3.50 tt�. C 16 'C)CTYP) 5029 �\ 3& 140f. C rA%XT'P) 5028 502e r - MKU*t 'F.9t{b Wb Lr CTM 5028 "010l 1 IN 1!t" OVERW>f Cti�AOR#G �.�CTM 5027 5027 .-4- �- - - � 5027 ( C > - 5026 5026 __ -J _ _, _ 5026 ., IQ - ! 5025 502.5 _ _ _ _. 12' A_la�. WASS'3_ ) N �V O 5025 1 O rAM.C.. Qi3lASS VDC1TM1') L _ 'n_ � - 5024' -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 -60.00 -60.00 -40.00 Mk » w --- --- ----- -- -- 7-�r--.-_._ - _.- - - - _..... - __ i_ w� - REVISIONS CITY } C � i� � f� )1:5l(,NED DRAWN AGAD AGAR APPROVED _ -C ,�V. � . `SCALE BOOK' �� CHECKEC: n' 2-93 147+50 q 3.5' iNto '. Cam. AJ!KRM 3.5' 'lildl8. Cmt4bK. t"w,XtiTvF) MTcr+ fj*lng& 'Ir .4 AW *11W. m>IrMUAK GQP^*J"4XTW) try9 t9 N O In -. -20.00 0.00 20.00 40.00 PROSP�GT GROSS -SECTIONS STA 14G+50 TO STA 14q+00 5025 5027 5026 � 5025 5024 5031 5030 ,502q 5028 5027 5026 \ 5025 5024 HFET G1 'OF G 5 M N N w" ci REVISIONS 5027 5026 50M 5Q24 5023' 5022 5021 .5020 5015 5017 —80.00 NORTH I = CROWN LM 15,0+50 a! -. SOUTH NOTE: LANDSGAPE FLANS FOR GRADING ON NORTH 51DE BEHIND 1R ALN 574: ,140+00 TO .152+50 Y, ., - 0.100 40.00 -20.00 0.00 $0.00 -40.00 60.00 50.00 5025 5027 5026 5025 5024 5023 set NOTE cr") sots � {� a 5025 ' E 5024 5023' -.0:00 -40.00 15.0+00 - s 5028 5027 i 5026 I 5025 W24 co 0 5023 6 d ' 9j _ _ Y -5022 -20.00 .0.00 20.100 40.00 f.0.00 -3.50 t1m r. Cob u*4 'lcxror) 35, "Air. locmvq& rux"m MTV" VaTma dr tTw;) 14q+50 - - _ — 5026 - r 5025 1¢' ,A.D.c. OPI A" s�Cff!`!r� _ _ c1lHfmNR3 so24 �'3023 LA i20.00 0.00 .2Q0 40.00 6.20.00 DESIGNED DRAWN AGAR AGAD SCALE BOOK aow *502w -5023 6027 5026 5025 5024 5023 5022 '$021 5020 —" 5019 5018 5017 100.00 APPROVED PROSP�GT GROSS-S�GTIONS CHECKED D2TE q3 STA 14q+50 TO STA 150+50 �1E NOTE: N SEE LANDSCAPE PLANS FOR GRADING N ON NORTH SIDE BEHIND WALK STA: 140+00 TO 152+50 v REVISIONS 5030,- 5029 - W28 5027 - 5026 5025 5024 5023- 5022 5021 5020 _. 5019 5018 5017 ° -80.00 5030,- 5029r 5028, 5027, 5026� 5025, 5024 5023e 5022' 5021— 5020 - f 5020d r- 5019 5015 L 5017 L —50.00 NORTH = GROWN LINE 151+00 SOUTH —60.00 —40.00 —20.00 0.00 20.00 40.00 60.00 80.00 150+GB.24 —60.00 —40.00 —20.00 0.00 20.00 40.00 60.00 80.00 )[_t_)R��C_ • \ R DESIGNED AGAR SC okLE vw. row :am i+w DRAWN- APPROVED AGAR BOOK CNEC'KfD - D2 93 w-fewsC 5029 5028 5027 5026 . 5025 5024 5023 5022 5021 5020 5019 5018 5017 100.00 5030 5029 5028 5027 5026 5025 5024 5023 5022 5021 5020 5019 5018 5017 100.00 PROSPECT GROSS -SECTIONS S H F F I G3 STA 150+GB.24 TO STA 151+00 0' G5 n = GROWN LINE NORTH 152+00 SOUTH N1 N 9-4 COD REVISIONS M CI_l Y 5035- 5034' 5033 5032, 5031, 5030• 5029, 5028' 5027, 5026c 5025' 5024 5023 kipw*Al 5021 5020 F'o3GsI 5018 5017, —60.00 —60.00 —40.00 —20.00 0.00 20.00 40.00 60.00 80.00 5033 r-- r 5032 L 'LL- f 5031 L f C 503+ 1 5029 ILL LL 5028 �° r W27 I— L [ , 5026 5025 F l ! a 5024 5023 q 5022 F r I W21 5o20 L 5019 I 5015 1 J 50171 — - L .__ _. La i —50.00 —60.00 151+50 4 N 9 4 e � — SEE NOTE TYP) ? 3.5' tt.B.ft. CGRADMG IPXTYP) T 3.5tf %y . CGRADMG 4 d'dGXTYF) 1� T F-MMAL If H.B.F. OVERLAY CGU*G GXTYP). 5 ! a i r [ � F � T [ 1 I . L — ! f —A2' A.B.C. CCIASS 5XTYR) c J d ; , i I � I a ill! —20.00 0.00 �- (AOR,=' IX ) ti- � 1 3.5' Mar. CGRADNG CXTYf ) 3.5' "Sr. (GRAPNG GXTYP) 14- A.B.C. CGL 9 f3XTYP { \ 3.1 s , \ T 20.00 40.00 60.00 60.00 y DESIGNED DRAWN APPROVED AGAR AGAR SC 4,.E BOOK CHECKED 5035 5034 5033 3032 5031 5030 5029 5028 5027 502G 5025 5024 5023 5022 5021 5020 5019 5018 5017 100.00 5033 5032 5031 5030 5029 5028 Flo' '1 5026 5025 5024 5023 5022 5021 5020 5019 5018 5017 100.00 NOTE: SEE LANDSCAPE PLANS FOR GRADING ON NORTH SIDE BEHIND WALK STA: 140+00 TO 152+50 PROSPECT GROSS -SECTIONS D TE q3 STA 151+50 TO STA 152+00 ��tEE G4 G-5 N N t REVISIONS NOTE: SEE LANDSCAPE PLANS FOR GRADING ON NORTH SIDE BEHIND WALK STA= 140+00 TO 152+50 = GROWN LINE NORTH 152+50 SOUTH 5032, 5031' 3.5' H.B.P. CGRADING CXTYP) SEE NOTE CTYP) 3.5' HB.P. CGRADING G)CTYP) 5030� NOMINAL 1.5' H.B.P. OMLAY CGRAdMG CXTYP)i 5029 e 5028r 5027 12' A.B.G. CCLAS5 5XTYP� � 12' A.B.G. CGLA55 S�CTYP� , w 502G 5025� 5024y 5023 . � � crcyy O O 50221-- Lr) In -80.00 -GO.00 -40.00 -20.00 0.00 20.00 40.00 3.5' H.B.P. CGRADNG CXTYP) =3 5' H.6J-. CGRADIIG GXTYP) rfol, 60.00 DESIGNEC: DRAWN APPROVED ACAD AGAR SC:AI.E BOOK C H f C K E b :• •k 5032 5031 5030 5029 5028 15027 502G 5025 5024 5023 5022 100.00 PROSPECT GROSS-SEGTIONS DiI1Tf q3 STA 152+50 L- - - � , FT G5 J 1 ih 4 1 i J PR05PECT ROAI CITY OF FORT COLLINS PROSPECT ROAD IMPROVEMENTS SHIELDS STREET TO TAFT HILL ROAD SHEET INDEX L-1 to L-25 Landscape Improvement Plans L-25A Grading Plan (PROP #58) L-26 Planting Details L-27 Fence and Site Details L-28 Fence and Site Details L-29 Site Details PLANT LIST DECIDUOUS TREES QUANT KEY COMMON NAME 37 AA Ash,Autumn Purple 2 AP Ash,Patmore 3 AQ Aspen 9 HAC Hockberry 1 HR Russian Hawthorn 6 OB Oak,Bur 9 OE Oak,English 1 PB Bradford Pear 1 PN Newport Plum EVERGREEN TREES 9 SCB Spruce,Colorado Blue SHRUBS 29 CA Currant,Alpine 23 DKL Dwarf Korean Lilac 72 JB Juniper,Buffolo 2 JH Juniper,Hughes 27 JSG Juniper, Sea Green 42 JT Juniper, Tammy 23 LI Lilac 1 MG Ginnolo Maple 4 PA Potentilla, Abbotswood 3 PC Plum, Cistena 3 PDM Dwarf Mugo PIne 19 PGD Potentilla,Gold Drop 1 PS Peashrub, Siberian BOTANIC NAME MIN SIZE ROOT REMARKS Froxinus americans 'Autumn Purple' -)k B&B Froxinus pennsylvanica lanceolate 'Patmore'2" cal B&B Populus tremuloldes 1-5" cal B&B Celtis occidentalls 2"cal B&B Crataegus ambiguo 1.5"cal B&B Quercus macrocarpa 2"cal B&B Quercus robur 2"cal B&B Pyrus calleryona 'Bradford' 1. 5'cal B&B Prunus cerasifera 'Newport' 1.5"cal B&B Picea pungens glauca Rlbes alpinum Syringe meyerl Juniperus sabina 'Buffalo' Juniperus HorizontalIs 'Hughes' Juniperus chInensIs 'Sea Green' Juniperus sabina 'Tomoriscifolia' Syringe Vulgaris Acer ginnala Potentilla frulticoso 'Abbotswood' Prunus cisteno Plnus mugo mugo Potentilla 'Gold Drop' Caragana arborescens GROUND COVERS & PERENNIALS 92 AW Purple Aster Aster 'Wortbug Star' 3 BCP Blue Creeping Phlox Phlox 3ublato Blue Emerald' 4 BF Blue Fescue Festuca ovina gglauca 3 BOG Basket of Gold Alyssum saxatlle 1 CAR Carnation "Cottage Pinks" Dianthus plumeris "Cottage Pinks" 2 CBC Blue Clips Campanula Campanula carpatica 'Blue Clips 1 CP Creeping Phlox Phlox subl0 a 6 CRM Columbine, Rocky Mountain Aquilegia colulea 1 CWC White Clips Campanula Campanula carpatica 'White Clips' 7 D Dianthus Dianthus deltoldes 11 DBS Dragon's Blood Sedum Sedum spurium 'Dragon's Blood' 3 IR Iris Iris germanIca vor. 1 MD Marguerite Daisy Chrysanthemum frutescens 65 P Periwinkle Vince minor 3 PY Pink Yarrow Achillea mIllefollum rosea 604 RW Wall Cress Arabia caucasico 'Snow Cap' 1 SC Spurge, Cushion Euphorbla polychrome 8 SO Shasta Daisy Chrysthanthemum maximum 15 SIS Snow -in -Summer Cerastlum tomentosum 1 SPI Spiderwort Tradescontla virginiona 2 SW Sweet Woodruff Gallium odoratum 15 SY Yellow Flowering Sedum Sedum hybridum 3 YA Yarrow Achillea millefolIum 468 TM Thyme, Creeping Thymus praecox Coccineus' ROSE SPECIES TO BE SELECTED BY OWNER FROM LOCALLY AVAILABLE STOCK. * 29-2"cal. 6-4"cal. uniform height & shape multi trunk uniform height & shape specimen'. 6' ht B&B specimen blue 18"ht #5cont established in cant 15" ht #5 cant estab in container 18"sprd #5cont established in cont. 24"sprd #5cont established in cant 24'aprd #5cont established in cant 12"sprd #Icont established in cant 15" Ht #5 Cant established in cant 15" Ht #5 cant estab in container 18" ht $5 cant established in cont. 15 ht 5cont established In cont. 15" Ht #5 cant established in cant 15"ht #5cont established in cont. 18" ht #5 cant established in cont. 1 cant estab In container 1 cant estab in container #1 cant estab in container 1 cant estab in container 1 cant estab In container 1 cant eetab In container 1 cant estab In container 6" ht #1 cant quantity by owner #1 cant estab In container 3"sprd 2"> pot Equal spacing #1 cant estab In container #1 cant estab in container 11 cant estab in container #1 cant estab in container #1 cant estob in container 1 cant estab In container 1 cant estab In container #1 cant established in cant 3"&full 3"x3"ct established In cant #1 cant estab In container #1 cant estab in container 1 cant estab in container 1 cant estab in container 1 cant estab In container � n PRO51"EGT RD. Y MAP WORK SECTION - B LANDSCAPE IMPROVEMENTS NOTES LEGEND X\k NEW FENCING L LIMITS OF LANDSCAPE WORK SHALL MATCH THE LIMITS OF NEW STREET CONSTRUCTION ON SIDE STREETS.- NEW SIDEWALK 2. R.O.W. ASSUMED TO BE AT BACK OF WALK EXCEPT WHERE SHOWN OTHERWISE. SOD 9. FENCES TAGGED AS 'RELOCATED' ARE ANTICIPATED TO BE REBUILT FROM SALVAGE MATERIALS. SEED 4. EXISTING FENCES AFFECTED BY CONSTRUCTION EXISTING TREE SHALL BE REBUILT TO WITHIN 2 FT. OF NEW BACK OF WALK. 8 qG+00 LIMIT OF WORK LIMIT OF TURF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-7 q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . qG+50 q7+00 S. TAFT HILL RD. q7+50 TEMPORARY CONSTRUCTION EASEMENT q5+00 q5+50 O ov 0 10, r%mrmLuj SCALE wo -�Ivn Jim sell Op %J)w GDb Chocked ,Pat# Al SA#et 'set Pfv Aw V" sheet At : Of 000� G 2 RELOCATED b' WT. CEDAR PRIVACY FENCE -27 TOTAL LENGTH 102 FT. NOTES GATE LOCATIONS TO DE APPROVED BY OWNER 3 SCD &PEDESTRIAN CA 27 3'-G* WIDE 7 AMS, 9' t FENCE CONTINUES 4 TE T-10' WIDE / I -27 MATCH TO EXISTING UNIMPROVED DRIVE I . NEW 6' HT. CEDAR PRIVACY FENCE -27 TOTAL LENGTH 173 FT. I ........ { MATCFLM I LL Q L L NOTES G IRRIGATION SYSTEM p15TUIRDED By CONSTRUCTION TO 6E REBUILT. cc mi J LL a STREETLAMP STREETLAMF X EVERGREEN DR. 17 2017 EVERGREEN DRIVE cimen blue 4 � rtim SCALE 000 jit Sell Dessg Q� vQ cooked j pat# /— R�d sAset N s sAs't Lo Of Z9 I FENCE CONTINUES M N N I. R£LQGi_1= 0' HT, GEP-A4vf°RIVA?,-y IE 2 SEE SHEET 2 FOR LENGTH —27 / a U I I I MULCH I 4 9'-9' GATE CTO MATCH EXISTING UNIMPROVED DRIYE3 e 27 —.,----TEMPORARY CONSTRUCTION EASEMENT O ` LIMIT OF WORK— X V 2s1 SLOPE FROM BACK OF WALK . w >- 0 0 w w W Ld ry It CD 0 Ii ; IT L.LI W W 0 \J DRIVE LIGHT AND POWER VAULT CAPPROXIMATE LOCATION ■ 1 PS w GRAVEL LIMIT OF WORK DRIVETO TRIM HEDGE ASNEEDED TOINSTALL GONG. SIDEWALK MATCH \ \y \\/y y y \ GEN. SPE J ®1555 TAFT HILL ROAD O9 1551 TAFT HILL ROAD NOTE, EXISTING IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION TO BE REBUILT. S. TAFT HILL ROAD — I 104+00 LIMIT OF TURF LIMIT OF WORK +I—+— 105+00 STREETLAMP PLANT LIST SHRUBS LI Lilac PS Peashrub, Siberian Syringe Vulgaris Caragana arborescens 15' Ht /5 Cont established in cant 180 ht /5 cant established in cant. Q O v 4 O 4 0 10, r%.rm■J SCALE 0000 .m Sell Deigwn Q� vQ �J Q cmeked 1j Date s"``•t �zpfr N O003 Sheet of g9 M N U aI RELOCATE ,`^r RELOCATE SIGNS u J J + 115+00 � Q Q I/ RELOCATE SIGNS w r1l, Q I 96 z D SEE SHEET ? OF ? REMOVAL EXTENTS I i I REMOVE AND STOCKPILE I REMOVE CONCRETE LANDSCAPE MATERIALS x x x AN&, RELOCATE %Q" 121+00 END 51DEWALK REMOVAL STA= 120+51.90 SEE SHEET ? O ? FOR REMOVAL EXTENT 30 I 11G+00 S i REMOVE CO REMOVE CURB. GUTTER AND WALK PULZERIZE ASPHALT PAVEMENT 117+00 I — I — PR O SPEGT RD. I CONCRETE Q` f RELOCATE SIGNS - RELOCATE BENCH - - - - - REMOVE POWER POLE I I REMOVE AND STOCKPILE LANDSCAPE TIMBERS s >O 5' } L" az .00CATE SIGNS REMOVE AND REPLACE FENCE 2' BEHIND NEW 51DEWALK GRAPHIC SCALE :0 0 10 20 40 ( IN FEET ) 1 inch = 20 }t. REMOVE CONCRETE 4 RELOCATE STREETLIGHT a �n REMOVE CONCRETE \- REMOVE EXISTING CURB. GUTTER AND WALK 122;00 123+00 PR O SPEGT RD. fPiJLVITRIZE ASrMALT rAVEMENT �- REMOVE EXISTING CURB. GUTTER AND WALK REMOVE INLET BEGIN SIDEWALK REMOVAL STA= 121+52.48 ADJUST CTV PEDESTAL ADJUST US WEST PEDESTAL T T �EMOVE EXISTING PIPE TO NEW INLET GAP OFF SPRINKLER SYSTEM 94 REVISIONS: CA I T *y i `- _" LO R ADO I N - Y DESIGNED G.A.K RELOCATE SIGNS 118+00 I - RELOCATE PEDESTAL 119+00 SEE SHEET ? OF ? FOR REMOVAL EXTENTS �z REMOVE EXISTING CURB. GUTTER AND WALK I L 'I �O Y J 120+00 �O v �Q 7N Q \-RELOCATE SIGN NOTE, I11__.1 All traffic signals and signs to be relocated by city. All utilities to be relocated by the respective company. Contact property owners to determine location for stockpiling their Contractor shall be responsible for relocating water and landscape/fence materials on their property. sewer mains/services. MB Contractor shall coordinatewlth the U.S. Post Office. Jerry Fire Hydrants are to relocated to 2' back of new sidewalk. Scott at 229 9801 regarding removing mailboxes, providing temporary Concrete curb. gutter. sidewalks and driveways will be removed to mailboxes during construction. and access for mail delivery during nearest Joint or saw cut as determined by Engineer. Saw cutting construction. will be paid for on a lineal foot basis. I O REMOVE G6NCRETE SEE SHEET ? O ? FOR REMOVAL EXTENT VI 15' 11 x— O RELOCATE Fl1!E HY L x RELOCATE STREET LIGHT �- REMOVE CATCH BASIN RELOCATE SIGNS RELOCATE WATER VALVE 15' NORTH z J c—I W 124+00 125+00 126+00 > O W RELOCATE SIGN RELOCATE STREET LIGHT W RELOCATE BUS BENCH 0 I I I I I I ZAD APPROVED: PROSPECT REMOVALS 7 SCALE2o, BOOK CHECKED —z--q3 STA: 114+50 TO 12G+51.7G G5 No Text No Text No Text m N 0 > ry Z o UJ z LLJ w /W 1.` ry CD ry � W W W O O N NOTE: RECONSTRUCT AS PER PHOTOGRAPH NOTE, EXISTING IRRIGATION SYSTEM 015TURBED BY CONSTRUCTION TO BE REBUILT. — LANDSCAPE TIMBERS CSTOCKPILED SITE) / — RED LAVA ROCK MULCH C5TOCKPIL ON IT / — DRIFTWQ D t5FOCK\ D ON SITE) I \ LIMIT OF WORK 41MIT OF TURF \ \ 5PLA5115TRIP X 1—INCH ROCK MULCH DRIVE �19 JT At�iD RESUI T NOTE: POSTS 10'-2" e POSTS 4" X 6"." r — FOR FOOTING AND OTHER X DETAILS SEE: 2 —28 XI EX15TING DRIVE TO REMAIN 105+00 WEST PROSPECT ROAD 10G+00 5PLASMSTRIP G1 5TRE£TLAMP 0 ANEW SPLIT RAIL FENCE LIMIT OF WORK LENGTH 5 FT. OF TURF POST PEEL MULCH PLANT LIST SHRUBS CA Currant,Alpine Ribes alpinum JT Juniper,Tammy I Juniperus sabina 'Tamariscifolia' GROUND COVERS & PERENNIALS CBS Dragon's Blood Sedum Sedum spurium 'Dragon's Blood' IR Irls Iris germanlca vor. SIS Snow —in —Summer Cerastium tomentosum ROSE SPECIES TO BE SELECTED BY OWN R FROM LOCALLY AVAILABLE STOCK 1 ROSE. SPECIES TO BE SELECTED BY HOMEOWNER FROM LOCALLY AVAILABLE STOCK POST PEEL MULCH 10—D55 3—IR (-15-515 29 CA 107+00 18"ht #5cont established In cant 12"sprd #lcont established in cant #1 cant estab in container #1 cant estab In container 3"&full 3"x3"ct established in cant I- O 10' I'i..rL SCALE .a Sell DeFt It ji , MOW Wow � q � <J q � J q J \Dwc. 1441 Checked 1r�plgas Date flewised Sheet pro) bgf / Shggt L Ofwo 2g M N N NOTE: RECONSTRUCT A$ PER PHOTOGRAPH d 0 ry n U) ry Q rn CRUSHED PINK 5AND5TONE C5TOCKPILED ON 51TE) 3 AQ 5TREETLAMP LENGTH GO FT. -27 LIMIT OF WORK U -1 y-I b-1 d WL-�) 1 HNUSF LU 1 log+oo musJUA � WEST PROSPECT ROAD `RELOCATED 3 RAIL FEN l SEE SHEET 7 FOR LENGTH -28 X LIMIT OF TURF PLANT LIST LIMIT OF WORK DECIDUOUS TREES KEY COMMON NAME BOTANIC NAME MIN SIZE ROOT REMARKS AO Aspen HAC Hackberry EVERGREEN TREES PDM Dwarf Mugo Pine SCB Spruce,Colorado Blue SHRUBS PA Potentilla, Abbotswood Populus tremuloides Celtla occidentalls Pinus Mugo Picea pungens glauca Potentilla fruiticoso 'Abbotswood' 1.5" cal BAB multi trunk 1.5"cal BAB Matched specimen 18'sprd BAB 5' ht BAB specimen blue 18" ht #5 cant established In cant. SPLA5115TRIP n 5TREETLAMP J F TURF ----N� . \ / 1 HAG \ + / \ LLJ -x Q 1\ LIMIT OF WORK + J IW 2 SCB co NOTE EXISTING IRRIGATION SYSTEM � co DISTURBED BY CONSTRUCTION 00 TO BE REBUILT. O North O 10' SCALE 000 , sell Ogn tlm ti ,ram, , WAW Q � tvv) Q C) \DW�,yµ1 9 oDs pr2 be'r Checked 155!1 3 Date Rewised sheetct prber Liss *so is shget Of 29 00 No Text 112+00 In N NOTE: RECONSTRUCT AS PER PHOTOGRAPH ce■ Y V 0 Ir W J ''H v♦ a Ld C) y O Ld U Q0 Ln 113+00 WEST PROSPECT ROAD 27 J5G 98 1819 WEST PROSPECT ROAD 1 1/2' ROCK MULCH - ROCK MULCH NOTE: EXISTING IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION TO BE REBUILT. 5PLASHSTRIP L\Ilrllrllr/1 `rrlrrLrrllr+lrrlvlrllrrlvlrrly �1Y1`/1r/lrlllr/lr/lr/1�� M I I !Iffi LIMIT OF / CONSTRUCT CRUSHED ASPHALT PARKING AREA ASPHALT DRIVE C5EE GEN. SPEC.) (SEE GEN. SPEC.) i9 G9'-O' N p� LIMIT OF WORK I REGR4DE AND I �51`01-1LT TO MA r � J\ RPACE LU CRUSHED EXISTING / 114+00 PLANT LIST JSG Juniper, Sea Green Juniperus chinensis 'Sea Green' MG Ginnala Maple Acer ginnala PDM Dwarf Mugo Pine Pinus mugo mugo PGD Potentilla,Gold Drop Potentlllo 'Gold Drop' GROUND COVERS & PERENNIALS BF Blue Fescue Festuca ovina glauca CBC Blue Clips Campanula Campanula car patica 'Blue Clips' CP Creeping Phlox Phlox sublata CWC White Clips Campanula Companula carpatica 'White Clips' DBS Dragon's Blood Sedum Sedum spurium 'Dragon's Blood' MD Marguerite Daisy Chrysanthemum frutescens P Periwinkle Vinca minor PY Pink Yarrow Achillea millefolium rosea SC Spurge, Cushion Euphorbia polychrome SPI Spiderwort Tradescantia virginlono SW Sweet Woodruff Gallium odoratum SY Yellow Flowering Sedum Sedum hybridum YA Yarrow Achillea millefolium 24'sprd #5cont established in coot IS" Ht #5 coot ea tab In container 15" Ht #5 cant established In cant 15"ht #5cont established In cont. #1 cant estab In container #1 cant estab in container #1 cant estab In container #1 cant estab in container #1 cant estab in container #1 cant estab In container #1 cant estab in container #1 cant estab In container #1 cont estab in container #1 cant estab In container #1 cant estab in container $1 cant estab in container 1 cant estab in container SCALE woo m Sell ➢sago J% , mom Wow4-1 Q (3Q C� J \pW 30 �i DrNu her Gj, Dra°u'� Bd Cieek iffb1am3 Date /, Red sheet L,1�i.a1 P► OJ bef / et s' sheet Of.00 29 I X. K\ N N V 4 JT RELOCATED SPLIT F LENGTH 8 FT. .m 30 1732 WEST PROSPECT ROAD D1728 WEST PROSPECT ROAD 115+00 / 11G+00 117+00 — I + I H LIMIT OF WORK / 96 1801 WEST PROSPECT ROAD P05T PEEL MULCH 21 JB f YEL PARNNG AREA 'AND RIVE NOTE, THE FOLLOWING TREE5 AND SHRUB5 ARE TO BE PLANTED ON LOT #96 IN LOGATION5 5PEGIFIED BY HOMEOWNER, 1-2' GAL. RADIANT CRABAPPLE 1-2' GAL. EUROPEAN MOUNTAIN A511 1-3'-4' MT. 5NOWMOUND 5PIREA. B + B. APPROX. $50 VALUE G-3'-4' MT. LILAG5. B + B. APPROX. $50 VALUE 3 AA 5TREETLAMP . . . . . . . . . . . . SEED . V WALK 6•_ LIMIT OF TURF 01 N ILIMIT OF WORK TEMPORARY CONSTRUCTION EA5EMENT I 1 AREA TO REQUIRE APPROX.— — REGRADE AND R SURFACE N 1 FT. DEEP FILL 1' PLANT LIST DECIDUOUS TREES KEY COMMON NAME ____________ BOTANIC NAME__________—__—__`_!_ MIN SIZE ROOTREMARKS _ AA Ash,Autumn Purple FraxInus americana 'Autumn Purple' 2" cal B&B uniform height & shape 4� SHRUBS x x x I JB Juniper,Buffolo Juniperus sobina 'Buffalo' 18"sprd #5cont established in cont. JT Junlper,Tommy Juniperus sobina 'TamoriscifolIo' 12"sprd #lcont established In cant 5MAD WBOX FENCE 4' HT 3 LENGT 4G FT. _27 0 10' n..r1..l 5GALE 00 ,m Sell Ogn 11000" WOO LLI Q vQ k QJ C er Draw checked 3 j� Date / Bewised Sheet t-i Pr�,�,m.be'f' ' Sheet lam"` so Of Z9 M I EX15TING TREE5. FENCE TO REMAIN ROOK MULCH q� Q 3� 1720 WEST PROSPECT ROAD 118+00 LIMIT OF WORK LIMIT OF TURF-\ 5TREETLAMP TEMPORARY CONSTRUCTION EASEMENT — s o lo� r'"L.iZ.J 5GALE 000 tim Sell DeSigA J ,„ > �4A Q� vQ � J C J \OW��,4.41 Checked iFE% Date Rimed Sheet prNµ,. ber ki Sheet Lo of Z � REMOVE CONCRETE REMOVE EXISTING CURB. GUTTER. AND WALK SEE SHEET ? OF ? FOR REMOVAL EXTENTS LRELOCATr 5 Q I REMOVE CONCRETE IRE DRANT I z' - ISA UT AND REMOVE ASPHALT REMOVE GONG ETE PAN TOBACK OF N W SIDEWALK QL o119.17' i� REMOVE EXISTING CURB. GUTTER. AND WALK REl°IpV£ StREETZIGHT r..ii REMOVE POWER POLE i. V Z i% REMOVE POWER POLE LOWER GAS LINE uNi 9 127+00 �— SPE /` -- j 128+ O PULVERIZE ASPHALT PAVEMENT V-4 R&400# - SIGN I j i��''**,� 129+00 In ~ ~ SERVICE LINE — �- kj f— RELOCATE TELE FED _ 111.11 REMOVE POWER POLE REMOVE POWER RE Or -ATE TELE FED N lu V z 10 J + 133+0p r 0 � PU' L ASPHALT PAVt V ~ REVISIONS: GRAPHIC SCALE D ( IN[+M) 1 inch - 20 }L Em I Q O O S / z Z �• WV �— END ASPHALT REMOVAL AT STA. 133+13.91 134+00 GRIND EXISTING ASPHALT 9' WIDE BY 1.5' DEEP AT LIP 7- / / / GRIND EXISTING ASPHALT 9' WIDE BY 1.5' DEEP AT LIP 135+00 STA, 135+82.71 01 NOTE - All traffic signals and signs to be relocated by city. All utilities to be relocated by the respective company. Contractor shall be responsible for relocating water and sewer mains/services. MB Contractor shall coordinate with the U.S. Post Office. Jerry Scott at 22q 9801 regarding removing mailboxes. providing temporary mailboxes during construction. and access for mail delivery during construction. RELOCATE BUS BENCH W 13G+OO STA, 13G+12.72 --+ SAW CUT ASPHALT w ( DESIGNED: — SCALE- BOOK: --- 1 -20 -- y --- " APPROVED -- CHECKED TE k-93 .� k f— SERVICE LINE 3/ 131+00 LOWER GAS LINE --+-- — — REMOVE FENCE SERVICE LINE W O to REMOVE SIGN 132+00 Z t-� RELOCATE POWER POLE Q RELOCATE ELEC — 25 KVA TRANS. Contact property owners to determine location for stockpiling their landscape/fence materials on their property. Fire Hydrants are to relocated to 2- back of new sidewalk. Concrete curb, gutter, sidewalks and driveways will be removed to nearest Joint or saw cut as determined by Engineer. Saw cutting will be paid for on a Meal foot basis. REMOVE POWER POLE REMOVE POWER POLE 141 W I O � 137+00 138+00 + SAW CUT ASPHALT V FROM EXISTING EDGE GRIND ASPHALT PER GRIND EXISTING ASPHALT CROSS SECTIONS V I e-1 W 9' WIDE BY 1.5' DEEP AT LIP ---==----- - N �GT REMOVALS � I STA: 12G+51.79 TO STA: 138+50 ; M N Cv PLANTER ENLARGEMENT SCAX V-5' MULCH IN PLANTER. i STOCKPILED ON SITE 4�D F9 1-GAR EDGER PO5T PEEL MULCH IN PLANTER. G BOULDERS STOCKPILED ON SITE 3-D - B-5D 3-BOG 6-GRM 4-D 1 \ REDWOOD BENDERBOARD EDGER 29 I LIMIT OF WORK LIMIT OF TURF PLANTER TO INCLUDE G BOULDER5 C5TOGKPILED ON 7E) 3� 1708 WEST PROSPECT ROAD 13 ROSES C5PECIE BY HOMEOWIER FF P05T PEEL IfIULGH 0 EDGER P LIMIT OF WORK EXISTING FENCE TO REMAIN TO BE SELECTED I LOCALLY ".v'a�,w�"�c�K) 5PLA5H5TRIP paw_� / ��—j� 3 OE 120+00 121+00 122+00 I I I I VVEW PROSPECT ROAD � Jim I Is 113 W im M In H— Uj 5PLA5115TRIP LIMIT OF TURF—/ LIMIT OF WORK PLANT LIST NOTE, EXISTING IRRIGATION SYSTEM D15TURBED BY CONSTRUCTION TO BE REBUILT. DECIDUOUS TREES KEY COMMON NAME BOTANIC NAME OE Oak, English Quercus robur GROUND COVERS & PERENNIALS BCP Blue Creeping Phlox Phlox sublato 'Blue Emerald' BOG Basket of Gold Alyssum saxatile CRM Columbine, Rocky Mountain Aqullegia colulea D Dianthus Dianthus deltoides SD Shasta Daisy Chrysthanthemum maximum ROSE SPECIES TO BE SELECTED BY OWNER FROM LOCALLY AVAILABLE STOCK CAIC Cslrrtl+ion ^Golkge Pinley' Pan+hua plurmenb r"c f'1nka�' MIN SIZE ROOT REMARKS 3"cal B&B #1 cant estab In container #1 cant estab in container 6' ht #1 cant quantity by owner 3'sprd 2"> pot Equal spacing #1 cant established in cant 4 I con+ osylbbh.�Hsd in Cori 0 10' OrLowilsssin' 9 4 5GALE 000 m Sell Des,971 Jti A%ww LLI 1v� Q v J C \17W 4iµ1 ANµ ber / D'►-a+u'n' �� Checked 1ra0�% Date Rimed sheet t L-1 prer L sheet Of Z9 R ■ Q I 2 JB TO BE PROVIDED IN A LOCATION ON LOT SPECIFIED BY HOMEOWNER O I � O -� 1X H W ( � \ / LIMIT OF WORK W LIMIT OF TURF • / / 7TT7 / / /•TTTL J_ 7TTT / /-T7T-/ / 5TREETLAMP 1 AA 3� 1612 WEST PROSPECT ROAD 123+00 +,��NOTE: EXISTING IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION TO BE REBUILT. PLANT LIST LIMIT OF TURF LIMIT OF WORK DECIDUOUS TREES KEY COMMON NAME ---__^ BOTANIC NAME MIN SIZE ROOT REMARKS -- —----------- ------------ --- --- ------------------- AA Ash,Autumn Purple Froxinus americans 'Autumn Purple' 2' cal BAB uniform height A shape SHRUBS JT Juniper,Tommy Juniperus sabina 'Tamoriscifolia' 12'sprd /lcont established in cant SPLA5115TRIP 124+00 LIMIT OF WORK LIMIT OF TURF SHED 6 RELOCATED 4'-I'HT. CHAIN LINK -27 PENCE WEST PROSPECT ROAD SPLA5115TRIP 5TREETLAMP 77Z+ . .... . ...... CEDAR PRIVACY FENCE ROCK MULCH TO MATCH EXISTING X K NEW CEDAR PRIVACY FENCE C5EE ELEVATION ABOVE 27 FOR HEIGHTS) D' MIN w 0100 Ld • > W Q > a z o �[ F U M U ov, Ln Z O 0 —FIRE HYDRANT — 2 JH ;000� < W 0 10' 7%mrse'J SCALE woo Jti Sell Des'gg avow . . SE£D 110� b' —. — .—........... —..= LIMIT OF TURF 04 LIMIT OF WORK 1U � J TEMPORARY CONSTRUCTION EASEMENT J �W0�,14A1 D+Nu e'r Checked ]rtj Date Sheet pr;,I,e;be'r Sheet Of wo 29 W . Z LLJ W j Q a z Z o O Ism U) Immom o U FEE N \ co Z Ln + 1 V O LIMIT OF WORK LIMIT OF TURF 1 OE EXISTING FENCES RO REMAIN GK MULCH p / \ STR£ETLAMP ROCK MULCH 12G+00 12G+51.79 127+00 WEST PROSPECT ROAD 5PLAS115TRIP Ike TEMPORARY CONSTRUCTION EASEMENT ROCK MULCH LIMIT OF WORK LIMIT OF 1 JT W z Q WE 128+00 PLANT LIST DECIDUOUS TREES KEY COMMON NAME BOTANIC NAME MIN SIZE ROOT REMARKS OE Ook,English Quercus robur 3"cal B&B SHRUBS JT Juniper, Tammy ■ W Q Juniperus sabina 'TamariscifolIa' 12"sprd #Icont established in cant 0 10' SCALE woo ,m Sell Ogn 4-1 DOW Q � U q � J a� 9 �D jjv 41,1,�6er Checked 1F�pINg3 Re'�yged �- sheet sheet to of 29 z In 5TREETLAMP 9�1529 WEST PROSPECT ROAD WEST PROSPECT ROAD 5PLASH5TRIP 130+00 PLANT LIST DECIDUOUS TREES KEY COMMON NAME OE Oak, English \ TEMPORARY CONSTRUCTION EASEMENT - BOTANIC NAME Quercus robur MIN SIZE ROOT REMARKS 3"cal BAB O^ ^ 10, � � I.mj SGALE 0*0 m Sell Ogn J1 000* mom VAVW Wow 1' . Q vQ � J C) rt� Q J �vW 1�1�1 D'rN' fiber G� Prato, Checked lf[e �40 Date Reww Stet Pr;�,'etbar Sheet O1 29 REGRAVEL DRIVEWAY / I TEMP. CONSTRUCTION EASEMENT NEW 6' G DAR SHADOW OX FENCE LENGTH 4 FT. —27 5PLASH5TRIP q2 1512 WEST PROSPECT ROAD 131+00 5PLASHSTRIP / ALL FE5GUE SEE q3 1504 WEST PROSPECT ROAD 132+00 WEST PROSPECT ROAD q0 1505 WEST PROSPECT ROAD 2 OE 28'-6' 26'-G TWs1.G TW-1.3 1, 4 q,1 TW 0�-o STONE RETAINING WALL CWITHOUT FENCE) G2 FT.LENGTH 28 ASPHALT /III \\\ // I I \\� DRIVE A 15'R 7'G / 20'R / IREGRADE AND RESURFACE DRIVE UJ/CRUSHED ASPHALT 10'5' / / - ff .. .... +..... , . LIMIT OF TURF 44 1500 WEST PROSPECT ROAD 133+00 3 AA TL. .... ............... — — LIMIT OF WORK PLANT LIST / DECIDUOUS TREES KEY COMMON NAME BOTANIC NAME MIN SIZE ROOT REMARKS — — --------------------- -------------------------------- --------------- --- AA Ash,Autuen Purple Froxinus amerlcano 'Autumn Purple' 2" cal B&B uniform height & shape OE Oak,Engllsh Guercus robur / 3"cal B&B r "7%� 5GALE m Sell De,gr� w oomw `vim Q � J Q prNuili6er !� CA¢cked irce% Date / Rev'�ed / sheet project ber L shget Of 00 Z9 0 Ln / / LIMIT OF WORK NO LANDSCAPING 5TREETLAMP — I I 134i 00 135i 00 VVEST PROSPECT ROAD i 5TREETLAMP LIMIT OF TURF LIMIT OF WORK NO WORK x 136+00 woo 0 10' rm^ I.mj SCALE woo .m Sell Ogn Jti A,, MON WOW '-1 ((Q` 1V '� � 1Q �1 v �GD 9 Checked lrj� Date /, Reaised Sheet prNµ;ber Lo Sheet of 29 W% N N 1 so LIMIT OF WORK LIMIT OF TURF 51 6 08 SPLASFiSTRIP 6 26 46 137+00 WEST PROSPECT ROAD STREETLAMP 138+00 139+00 woo 0 10' SCALE woo � , Sell Deep �W NO WORK 0 PLANT LIST D'Nµ ber W DECIDUOUS TREES Checked , 5� 0 Or to KEY COMMON NAME -------------- OB Oak, Bur Ouercus macrocar BOTANIC NAME ------ MIN SIZE ROOT REMARKS -D -------------------------------P--- -" -------- ---------------------- Rimed /� a 3cal B&B sheet Shget of 29 N N W04 V I I /— r I GpUNTY LANAI- Np- 2 ^ n LIMIT OF WORK !/ / NOTE: EXISTING IRRIGATION SYSTEM FENCE MOUNTED SYSTEM LA RIMER 5 % % �� I DISTURBED BIYATION CONSTRUCTION TO BE REBUILT. LIMIT OF WORK I 2G'3"R LIMIT OF TURF / // // / / \ I REGRADE AND RESURFACE DRIVE W/CRUSHED ASPHA T -- — ....------ 1 -1 . . . . . . . . . . — / LIMIT OF TURF + LIMIT OF WORK \ — . . . . . /... =O.O =O.O+ LIMIT OF TURF 37'7'R SEED SPLIT RAIL FENCE — — \ j. �. / I EXISTINGs SEPTIC SYSTEM _ . . . . . . . . . REGRADE AND RE r, CSEE GENERAL SPEGI RFACE DRIVE W/ HED ASPHALT / IGATIONS��' O IN FRONT YARD to . . . . . . . . . . .. . . . . . . SE ED . . . . . . . . . . r . . . . . . . . . // 53.S.R ......... .. ...... ... r I 32'6'R ' 27'7' 5PLASH5TRIP \ RELOCATED SPLIT RAIL FENCE TOTAL LENGTH FT. 104 / \ POST PEEL MULCH 3 AA 1 6 ASP STREETLAMP 6 28 9STONE 0 FT. RETAINING WALL CWITHOUT FENCE) 23 DWARF KOREAN LILAC R L-2 3 AA -26 48 1306 WEST PROSPECT ROAD 47 1320 WEST O PROSPECT ROAD 140+00 141+00 141+19 142+00 woo WEST PROSPECT ROAD North SCALE Q 8 U STREfTLAMP .m Sell I1000" �k NOTE: POSTS 10'-0" O.C. Q �DwG,,1441 PLANT LIST NO WORK W)Sog Dj— DrNal,�b6f N DECIDUOUS TREES g 1r yak a3 L'l4e 3rCp3 KEY COMMON NAME —-------- BOTANIC NAME -------- MIN SIZE ROOT ---- ---- --- REMARKS ------------ Date AA Ash,Autumn Purple AP Ash,Potmore Froxinus amsricano 'Autumn Purple' 2" cal B&B Froxinus pennsylvanica lanceolate 'Patmore'2" cal B&B uniform height & shape uniform height & shape SHRUBS DKL Dwarf Korean Lilac Syringa meyerl 15" ht #5 cant estab in container POSTS 4" X 6" sheet L�1441' FOR FOOTING AND OTHER P+N,amh�' 1 Oje�r DETAILS 5EE, 2 5hee t -2s Of 29 No Text IM (\j N EXISTING FENCE EXISTING CURB TO REMAIN , BW=O+ =e, 5035 / — BW=O + 3 I -28 CONCRETE CURB LENGTH 53 FT. �I CRUSHED O ASPHALT i I PAVEMENT 5'-0 t9 co CURB TO MATCHI EXI5TING 145+00 145+07 T' W=O+ G T GARAGE AS SHOWN IN SRRQ PEGT ROAD IMPROVEMENT SEE GEN. SPEC.) () N=.50 DRIVEWAY TO BE REGRADED BACK 300' FROM BACK OF WALK AND RESURFACED W/CRUSHED ASPHALT I 1 I 1 1 1 5035 1 I F Q �—RECONSTRUGT FENCE G3 FT. LENGTH w 1-1 1/2' GAL. APPLE TREE TO BE PLANTED IN A LOCATION ON LOT SPECIFIED BY HOMEOWNER I 1 ,.0 _- 1 i ..... .... ... .-T . ... .... ... 503.0 ........ _ lo'-o ....... . 52 1222 WEST PROSPECT ROAD 53 1216 WEST PROSPECT ROAD 14G+00 PLANT LIST DECIDUOUS TREES KEY COMMON NAME -- - ------------- AA Ash,Autumin Purple RECONSTRUCT FENCE 33 FT. LENGTH BOTANIC NAME -------- MIN SIZE ROOT REMARKS Froxinus americans Autumn Purple' 2" cal B&B uniform height 6 shape REGRADE AND REGRAVEL DRIVES TO MATCH EXISTING LIMIT OF WORK \ / \ —TEMPI RARY GON5TRUCTIOVEA5EI 2s1 SLOPE TO CATCH POINT 54 1208 WEST PROSPECT ROAD � WEST PROSPECT ROAD 3 STREETLAMP NO WORK 147+00 5TREETLAMP�j w N H 0 ^ 10' SCALE MON WOW 4-j vQ � J Q J \DWG�34A3 pvo Abe' Checked 3rtd3`p3 Dpte ,i Re,�ed ,i shget t p9'o)wober shget to :of 29 0 ^ 10' SCALE MON WOW 4-j vQ � J Q J \DWG�34A3 pvo Abe' Checked 3rtd3`p3 Dpte ,i Re,�ed ,i shget t p9'o)wober shget to :of 29 .,...., I. "' ws+res; ; REMOVE RETAINING WALL TO GARAGE IWN N N C 48 I ' o 49 0 50 47 I OVE CONCRETE DRIVEWAY —_ — I ll REMOVE CMP REMOVE CMP REMOVE POWER POLE �— REMOVE GMP O46 REMOVE POWER POLE REMOVE POWER POL \ REMOVE AND 5TOG ILE S RINKL9F I - - - - - - - - - - I SYSTEM ATTACHED O FENCE I REMOVE CMP REMOVE CMP I CON I � 4- o it fMOVE F SE LINE CE ® REMOVE FENCE �® ICE W . 0 ' LOWER GAS SERVICE SERVICE LINE �— LOWER GAS SERVICE SERVICE LINE ---'� SERVICE LINE — O 5AW GUT ASPHALT J + 139+00 14r)400 141+00 - "'' 142+00 143+00 LOWER GAS SERVICE 144+00 — GRIND ASPHALT AS NEEDED PER CRO55 SECTIONS PROSPECT ROAD a ._r Ji GRIND EXISTING ASPHALT 9' WIDE BY 1.5" DEEP AT LIP W N I NOTEs 88 All traffic signals and signs to be relocated by city. Contact property owners to determine location for stockpiling their All utilities to be relocated by the respective company. landscape/fence materials on their property. Contractor shall be responsible for relocating water GRAPHIC SCALE and sewer mains/services. Fire Hydrants are to relocated to 2' back of new sidewalk. IMB Contractor shall coordinate with the U.S_ Post Office. Jerry REMOVE REPLIACE t4 / \-LOWEI 0 L-. RELOCATE SIGN REVISIONS: kl- A IN FEEL' 1 inch - 20 ft REMOVE CONCRETE DRIVEWAY CURB PROSPECT ROAD L U R A C_)(.-) Scott at 229 9801 regarding removing mailboxes. providing temporary mailboxes during construction. and access for mail delivery during construction. GRIND ASPHALT AS NEEDED PER CROSS SECTIONS vuuc.cw uum u. yub l.ol . O1uGwa1K0 ailu ul woway* w19 v6 f CMUvCa La nearest Joint or saw cut as determined by Engineer. Saw cutting will be paid for on a lineal foot basis. GRIND EXISTING ASPHALT 9' WIDE BY 1.5' DEEP AT LIP y DESIGNED "4MD ° APPROVED �C,ALE�O BOOK CHECKED DATE 93 I REMOVE AND STOCKPILE LANDSCAPE TIMBERS 149*00 LOWER GAS SfRVIGE 150+00 J + 0 - O -- - W � W PROSPECT REMOVALS STA: 138+50 TO STA: 150+50 IM N N Y I I I � I 5 LI /� REGRADE AND RESUWACE DRIVE W/CRUSHED ASPHALT 10 LI C15 GAL.) 1 l I + / \ + 1 � LIMIT OF WORK 3'-9' J� f NOTE: EXISTING IRRIGATION SYSTEM \ LIT OF TURF / I + + DISTURBED BY CONSTRUCTION POSTEL MULCH + I O \ / TO 6E REBUILT. II�PEI \ REGRADE AND RE5lU112,FACE DRIVE W/CRU5HED ASPHALT C5EE GENERAL SPECIFICATIONS) LIMIT OR TURF \ / 3 AA I / \ INLET TEMPORARY CONSTRUCTION EASEMENT CONCRETE STEPS 5 p i q,-0, —29 LANDSCAPE TIMBERS ALONG EDGE OF DRIVE /+ \ 2=1 SLOPE FROM BACK OF WALK TO EXISTING GRADE REGRADE AND REGRAYEL PARKING AND DRIVE 57. MAX. C5EE GENERAL SPECIFICATIONS) O 15'-0' 12'-4' r- SEES 5PLA5115TRIP REGRADE AREA TO DRAIN OVER SIDEWALK 55 1142 WEST PROSPECT ROAD 56 1132 WEST PROSPECT ROAD 57 1124 WEST PROSPECT ROAD O i 145+00 149+00 150+00 w N W N LIMIT OF WORK PLANT LIST DECIDUOUS TREES KEY COMMON NAME _---------- BOTANIC NAME MIN SIZE ROOT REMARKS -- ---------------------------------------- ------ ------ AA Ash,Autumn Purple Fraxinus americans 'Autumn Purple' 2" cal B&B uniform height & shape SHRUBS LI Lilac Syringa Vulgaris 15" Ht #5 Cant established In cant LIMIT OF TURF SPLA= 0 10' r%mr%m.I SCALE Sell De,gn Q vQ Q 3 d� �unbbe �� wow D•�.awn / Checked 3� Date Revised 5hget.ect shget Of 2g Nv I I 1 SEED I I I � I I I li PLANT LIST I � 1 I DECIDUOUS TREES I OUAN KEY COMMON NAME I + BOTANIC NAME MIN SIZEROOT------- REMARKS 8 AG Ash, Grean —_—___— _—--____— Fraxlnus pennsylvantca lanceolata 4" of B&B uniform height & sNN 1 HT Hawthorn. Thornles� Croetagus crusgalli inermis 1.51 cal B&B uniform height & sH SHRUBS 8 JCP Juniper, Compact I�ft zer Juniperus chinensis pfitzeriana compacts 14"§prd II #5cont established in con 3 SRM Sumac, Rocky Mnt. I Rhus glabro 'Ciamontona' 18" prd 5cant established in con GROUND COVERS1 PERENNIALS I 1 15 DY Daffodil, Yellowl Narcissus var. 6"4prd 2 1/4"pot eatab in contains 110 FF Fleece Flower Polygonum reynoutria 6"sprd 2 1/4"pot ea tab in contains 15 IS Iris, Siberian Iris siberica 6"iprd 2 1/4"pot estab in contains 305 SIS Snow in Summer I Cerastium tomentosum 3" prd 2 1/4"pot estab in contains 72 BF Blue Flax II Linum perenne 6" prd 2 1/4"pot estab in contains I I I I I 25' II I I I I SLOPE EASEMENT I I I I II I SEED I 1 LIMIT OF TURF `` \ �\ I LIMIT OF WORK I i �\ I liner 5TREETLAMP SEE SHEET 24 MATCHLINE 8 AG \ 20 BF 30 515 40 515 20 BF I Q G' STEEL EDGING U 61 FF e 3' O/C LL' NOTE: MIN. 30' FROM BACK OF WALK � 4 DRY STACK CONCRETE BLOCK WALL WITH CAP 6 JCP G' STEEL EDGING . +I26.W + 2-1. 2750 : a IL 1Y F X, E Xk4 5 IT / SLOPE GRADE + + Fr- \ �LOFEIGRADE 5L0Pj GRADE 12' RR TIE CURB I 6 SLOPE GRADE — -28 TIMBER RETAINING WALL CUTILIZE EXISTING MATF-RIAL53 GRAVEL PARKING AREA gO90 + 3 SRM FOR GRADING AND DIMENSIONING - SEE SHEET 25A —35 516 is 12' O/C rl / .of' OF UTALL=32.60 LIMIT OF WORK I TURF WITH GENTLE SLOPE TYPICAL �SHRUB PLANTING DETAI DRY STACK CONCRETE BLOCK + L WALL WITH _PAINTED STEEL FENFFV7� •• • • t ��O /? r • .. NOTE: CITY WILL GUARANTEE TREES TO ROOT AND THRIVE FREE FROM DEFECTS FOR FIVE YEARS, GIVEN THAT THEY ARE PROPERLY MAINTAINED BY OWNER. CITY IS NOT RESPONSIBLE FOR DAMAGE DUE TO VANDALISM, FIRE, MAIL, WIND, OR OTHER SIMILAR CIRCUMSTANCES BEYOND THEIR CONTROL. SOUTH SHIELDS STREET � m.:"L� SCALE SellJim DeStig� WAIW 4-1 q � v� \pWG-,1aa1 Ura'" er Draw chgeked Za0r Date 4'% Re')"ged 1rC1051gg3 z° Sheet �-1441-411 Sheet L. of 2Q N N 5EED I I 1. 25' i---SLOPE EASEMENT I 5EED LIMIT OF TURF `\ \ LIMIT OF WORK � a �\ I EX-4151T 115=- 2 11 000 SEE SHEET 24 SLOPE GRADEMATCHLINE 1 I30.72 30 72� 37.22E 3+ 1.72 +I / \TOW 2 TOW TOW - ' 02 •7 J 302 /2� - I �28. 2 T +29. 60 BTO4NJ2 TOW w I �31.43 0.21 BOW I 93 2 BOW I4 lT 9 72 B .O I I I so�� 28.22 1 RR TIE CURB I I TOW 27.72 1 Bow -' 27.72 . - - TOW - -- 32.22 TOW ( + -26.72 8.72 TOW 30.72 BOW I 90W j 17.72 W I I I I + 32.72 TOW s.67 .55 twL n N ! 27.54 28 C M + 2 I 3: 6.98 INSTALL SLEEVE Q = FOR DRIP IRRIGA h .2 :to+ e w Ilk Q 27.72 27.84 26 72 / 2 .22 OW LIGHTING NOTES ' 9' DEMOTE5 2 WAY 0 FLOODLI6HTINC� WITH AUTOMA`nC ON/OFF 36 2. ° 30.1 CONCF W L c� � A IA 1 TE 27.50 [vLEl.TRIGAL. ND 1 �..�J' 2 O. W 30.22 R 7 / C� DENOTES EITHER (2) 410510 ORco ' C (.t) � 91510 TAYMAC ° TE WALL O 29 RECEPTACLE DUTLEtso T TY ICAL) T 29.so / .10 W 29.30 OW 2.10 OW 29.30 OW 4 27.70 2.60 ow -28 DRY STACK GONGRETE BLOCK 29.30 OW WALL WITH GAP W QX O a m w O cn LL1 O FEBCO 765-075 (OR EQUAL) /BRASS BALL VALVE BV075 OUTLET DRAIN VALVE BRASS BALL - VALVE BV075 QUICK. COUPLER 33K QUICK COUPLER 3RC STREETLAMP TO BEDS 31.14 30.72 BOW 31.00 � J -6' 1 RETAINING WA EXISTING MATE LSD .� SLOPE GRADE > 1 30.90 I NEW G' HT. CEDAR PRIVACY ENGE .72 TOW LENGTH 80 FT. 1 27 31.14+ 31.00 3�'22 TOW h0�o r I 32.72 Qg`72 BOW 1 30.72 BOW A l ! 32.9 GRAD 1 32.72 TOW (!� 31.22 BOW 31 22OW BI I. 1 RAF"P I 31.43 O I ?2 TOW 33.22 T 22 BOW 33.4 GRD 31.22 B l 22 TOW 10' 7" JI 6 I ZZ BOW O SEE DE7 I 1i1 +35.20 OA IAITCn GTWWI =A I IAIP / 1 210, ,� °�� NOTE: CONSTRUCT PATH USI / EXI[STING FLAGSTONE TOP OF WALL=33.0 8' 6" (` 1 6.01 (� HEIGHT hII�IIIII�IIII-'' b9 3' x ( ) PAVEMENT 15' --� DEPTH•HEIGHT / ( � 11 MIN. I 1 � / x u 1 O ROUND TIMBER WALL u DETAIL x 1 O 1 26' '" 8.32 O O 1 \ \ TURF WITH GENT SLOPE -17' 4" BROKEN BACK CURVE + I . T PAINTED STEEL FENCE `LIMIT OF W ORK -27 BLEND LOOE TO EXISTING GRADE 3 :6 T 5032.60 TOW + 32.60 TOW BOW 32.30 TO� �'�}� 503 .10 BOW 30.80 w X eD X X X 3 .6 TOW 280 OW 280 T 3OW+503 .0 - - -- - - -- -- -� / � 7 7" z / � J 29.42 30.2 0 IRRIOAIION DETAIL t- F Z To AgA11� IRRIGATION NOTES, CONTRACTOR TO INSTALL DRIP IRRIGATION TO ALL TREES. SHRUBS, DRY 5TACK GONGRETE BLOCK 28 AND GROUNDGOVER WITHIN THE CRO55 HATCHED AREAS SHOWN. WALL WITH GAP SYSTEM WILL NOT REQUIRE A CONTROLLER. INSTEAD REFER TO 619' QUICK COUPLER DETAIL C2). PROVIDE ONE EMITTER PER GROUND COVER. 2 PER SHRUB. S . SHIELDS STREET AND 4 PER TREE. a 7%mrU 5GALE tim Sell D09 V Q V �WC\1g41 Number / Dr'" Checked 2svEv1`2 Date Revised 1fEp1gg3 AYl.aas 22J� 3 vec bey �,1i,ai Nu'r`00 420 She¢t of 29 Soo r PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE 2 STRAND TWISTED 12 GUAGE GAL. WIRE WITH NYLON STRAPS • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • FLAG GUYING WIRES WITH SURVEYOR TAPE 6' STEEL POST I 2 STAKES PER TREE DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING (AS DIRECTED BY CITY FORESTER) NYLON STRAP TREE WRAP, FROM TOP OF In 6' STEEL STAKES 30" MIN • FIRST BRANCH AS PER IN GROUND (VERTICAL) SPECS. z GUYING WIRES 2 STRAND TWIST STAKE ABOVE FIRST BRANCHES FORM z 12 GUAGE WIRE OR AS NECESSARY FOR FIRM SAUCER MULCH(4" D FORM SUPPORT IIII ~ SAUCER .. ill II I -I I I -I I I _ :::::'•.. �•' SPECIFIED PLANTING MIX —_ — _ — I —III- SPECIFIED PLANTING MIX - �— WATER & TAMP TO I i I —I WATER & TAMP TO =I I - REMOVE AIR POCKETS II III —III III: REMOVE AIR POCKETS II =III=III—_=I I=III-III=1 I -I I- I �- - =I 1 M I I=I I I= I I= . I I=II .-III-III-III-I NOTE: ' I-III=III=III-III-I I I I III, ; ,III„� - STAKING AS REQUIRED 2 X BALL DIA. 2 X BALL DIA. DECIDUOUS TREE NOT TO SCALE FORM SAUCER WI1 4" CONTINUOUS R SPECIFIED PLANTR MIX. WATER & Ti TO REMOVE AIR POCKETS SHRUB NOT TO SCALE n NOTE: MULCH TO BE 4" POLE PEELINGS OVER ENTIRE BED UNLESS OTHERWISE CALLED FOR. ROCK MULCH & COBBLE TO BE 4" DEPTH OVER WEED BARRIER. EVERGREEN TREE NOT TO SCALE TRIANGULATE PLANT SPACING AS PER PLAN 2" GROUND BARK MULCH INSTALLED AFTER PLANTING PREPARE BED AS PER WRITTEN SPECIFICATION GROUNDCOVER NOT TO SCALE MULCH (4") O MAINTAIN SAUCER ON L01 SIDES OF PLANT TO RETA BACKFILL WITH SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS SHRUB PLANTING ON SLOPE NOT TO SCALE NOTE: PIN TOGETHER AS SHOWN ON b L-28 6 X 6 CCA PRESSURE TREATED TIMBERS LEVEL =III TIMBER TREE BOX NOT TO SCALE w L GRADE 'E TREE GUY LOCATIONS (2) BURY INTO HILLSIDE �IIIIIIIIIII III= .m Sell Best A 4-1 v C) 4-! Q J �WC.\3ni DEN b6f Checked Date Re'ised shget pr�fectbe,�. � sheet :Of 28 NOTE WESTERN RED CEDAR ROUGH —SAWN LUMBER: POSTS & STRINGERS: STANDARD & BETTER PICKETS: #1 PREMIUM, GRADED BOTH SIDES IPA jl1 1 1104 1 4X4" POSTS SPACED 8' ON CENTER'. ELEVATION PLAN FENCING PATTERN - 4X4" CEDAR POST > 2 — 2X4" CEDAR STRINGERS 1X8" WESTERN RED CEDAR #1 VERTICAL AND HORIZONTAL FENCING ALTERNATE AS SHOWN ABOVE FINISHED GRADE `-- 1 X8" VERTICAL FENCING 2X4" STRINGER 04" PRESSURE TREATED PINE POSTS PROPERTY *43 SHADOWBOX FENCE NOT TO SCALE NOTE, 6' CEDAR PRIVACY FENCE NOT TO SCALE U) w a > 2X4" STRINGER 4X4" POST 1X8" VERTICAL FENCING 2X4" STRINGER SECTION UGH —SAWN LUMBER: TANDARD & BETTER GRADED BOTH SIDES SQUARE CUT OR DOG—EAR VERTICAL PLANKS (SEE PLAN FOR TYPE, SIZE, ETC.) RDWARE TO LVANIZED 0 co I z_ 00 Do m NOTE= WESTERN RED CEDAR ROUGH -SAWN LUMBER: POSTS & STRINGERS: STANDARD & BETTER PICKETS: #1 PREMIUM, GRADED BOTH SIDES I ens\ur-. I'Yv rr\Inr nrl lnln 6" DIA. CEDAR POST 2 - 2X4" CEDAR STRINGERS 1X6" WESTERN RED CEDAR #1 VERTICAL FENCING FINISHED GRADE � 6" DIA. POSTS SPACED 7'-7" O.C. ELEVATION 1X6" VERTICAL FENCING 2X4" STRINGER 6" DIA. PRESSURE TREATED PINE POSTS 2X4" STRINGER 6" DIA. POST 1X6" VERTICAL FENCING PLAN SECTION PROPERTY *96 SHADOWBOX FENCE NOT TO SCALE NOTE, 2" X 4" STRINGERS WESTERN RED CEDAR ROUGH -SAWN LUMBER: 1" X 8" PLANKS POSTS & STRINGERS: STANDARD & BETTER 4" X 4" POST PICKETS: #1 PREMIUM, GRADED BOTH SIDES 9'-8"(NORTH GATE) 9'-10"(SOUTH GATE) i 4'-10"(N) 4'-11 \ \ 4"X4"POST I I c 2" X 4" STRINGERS N EARTH 1" X 8" PLANKS CONCRETE FOOTING HINGES AND LATCH TO BE REUSED NOTES: • ALL NAILS AND HARDWARE TO BE HOT DIPPED GALVANIZED • PEDESTRIAN GATE SAME CONSTRUCTION 3'-6" WIDE • NORTH GATE 2'-0" FROM CORNER SOUTH GATE 2'-9 1 /2" FROM CORNER TWO -SWING GATE(SWING OUT) NOT TO SCALE NOTES: • ALL METAL TO BE DEGREASED, PHOSPHATIZED WITH RUST RETARDANT UNDERCOAT AND DIP COATED WITH TWO COATS OF INDUSTRIAL GRADE FLAT BLACK ENAMEL. 12" 2" X 2" STEEL POSTS 14 GUAGE W/ PAINTED STEEL FLAT CAP MAX. SPACING 80" OR AS PER PLAN 1" SQUARE TUBE HORIZONTAL RAILS 5/8" SQUARE TUBE VERTICAL MEMBERS OPENING BETWEEN VERTICALS 3-7/8" OR LESS GALVANIZED J-BOLTS W/ #4 REBAR ATTACHED CONCRETE FOOTING 8" DIA. MIN. 18" DEPTH EARTH PAINTED STEEL FENCE NOT TO SCALE ln' KAAV Dn(ZT CDArmin CHAIN LINK FENCE NOT TO SCALE 4" TOP RAIL CAP 2" CORNER & END POST ESH CHAIN INK FABRIC �C Design 4" X 3/4" TENSION BANDS JirA Sell M,,,,, I/ TENSION BAR AT ENDS l er"' ND CORNERS ow 24" O.C. ALONG TOP AND (` J OTTOM RAIL V 4" BOTTOM RAIL C) `" JND LINE Q �DWC\iT2 Lauri ber i {i0t 5ol; Dra'' o SHOULD MATCH EXISTING: Checked ifs OR SALVAGED MATERIAL IS ACCEPTABLE IF IN GOOD Date CONDITION. Revged / Sheet proi eeper , >� Sheet Of Z a n 3 RAIL FENCE 4" X 6" OR 6" X 6" SPLIT POST (N W Z x 00 U) W Q U) W ry Q NOT TO SCALE 6" NOTES: 1-1 /2" PLANTING AREA • POSTS TO BE SPACED 8' O.C. GRADE SURFACES VARY • WOOD POSTS AND STRINGERS 1/2 OF TIMBER TO BE WOLMANIZED CLEAR PINE 6„ aIT . — GRADE a III�El � III III III III I DTE# AIL FENCES TO BE CCA-TREATED PINE --NON-JOINTED SPLIT RAIL 2" X 4" NOM. NOTES: POSTS SPACING VARIES 4" X 6" OR 6" X 6" SPLIT POST CONCRETE FOOTING SPLIT RAIL FENCE NOT TO SCALE NOTE SPLIT RAIL FENCES TO BE WESTERN RED CEDAR JUMBO OR PONY SIZE TO MATCH EXISTING CONCRETE CURB NOT TO SCALE TOP TO BE LEVEL LOCATE POST FOOTING FLUSH W/BACK OF WALL (PROP #58 ONLY) CAP STONE - 5" THICK SNAP EXPOSED SURFACES & SAW CUT JOINTS WALL FACE TO SLOPE AT 3" PER VERTICAL FOOT. RANDOM LAID.1-1/2" TO 6" THICK W/ 50%=4' THICK MATERIAL TO BE BUFF SANDSTONE FINISHED GRADE 4:1 SLOPE 1'-6" MIN. PAINTED STEEL FENCE (PROP #58 ONLY) r10" D IA. FINISHED GRADE x '35% COMPACTED SUBGR W/ HEIGHT STONE RETAINING WALL NOT TO SCALE W Q c0 6X8 CCA PRESSURE TREATED PINE LANDSCAPE TIMBER 18"-#4 BAR (ANCHOR) LANDSCAPE TIMBERS NOT TO SCALE MAKE COURSES LEVEL UNLESS OTHERWISE NOTED —III—III—I I —I I CCA PRESSURE TREATED 6X8 TIMBER I —III TOPSOIL —I (OR RECYCLED RAILROAD TIE FOR PROP. 58) —I I II I IIIII I II FILTER FABRIC —III—I I OFFSET EACH TIMBER BACK 1" _III=III VARIES 1 1 II I II 1 II I I 12" GALVANIZED TWISTED STEEL SPIKES _ _ 4 PER TIMBER, EQUAL SPACING, END :I 1 1-1 I I-1 �i� SPIKES 6" FROM END OF TIMBER 95% COMPACTED - _ SUBGRADE i i = _ _ SUBMERGE TIMBER 4" MINIMUM ,— BELOW GRADE TIMBER RETAINING WALL NOT TO SCALE woo Des�g�' Ara Sell room � Low b**VW vJ v � J C) 4,1 J �vW°�r3 N:� /. Checked lftaj Date / Revis / sheet PrNµ be'r sheet L Of Z 9 .: . 4T STD. FENCE/WALK DETAIL NOT TO scmz STEEL STAKE ANCHOR FLANGE FINISH GRADE FOR LAWN + STEEL STAKE 12" MIN. LENGTH (MAXIMUM SPACING 6' O.C.) SPECIFIED MULCH AMENDED SOIL 6" DEPTH OR PLANT MIX " DIA. WASHED ROCK BRIC WEED BARRIER cDP*r%1L7IFn MULCH UNDISTURBED TURF z I0 U I� z 0 I0 u- 0 I~ J ACCEPTABLE NOT ACCEPTABLE SMOOTH TRANSITION FORMER GRADE NEW GRADE TYPICAL GRADE TRANSITION Nor TO SCALE PLAN VIEW G I FINISH GRADE FOR LAWN 1-1 /2" a�v 1 /8" X 6" BENDERBOARD\�j\��j I •�•1.1j�- j I!' I Y� I EDGING NOT TO SCALE 1 X2X12 PINE ST P -:� -� �'•- • ) SOIL IT MIX SECTION VIEW JNDISTURSED 3,01E DO NOT CHANGE GRADE WITHIN DRIP LINE OF EXISTING TREES AND SHRUBS EXISTING GRADE TYPICAL GRADING TREATMENT FOR EXISTING TREES AND SHRUBS NOT TO SCALE 3/8" RADIUS — #3 REBAR IN.EACH STEP NOSING — #4 REBAR DOWEL 12" LONG W/ SLEEVE 24"O.C. EXPANSION JOINT - I 3" 1/2" 2 1 /2" STEP NOSING DETAIL e a 15" CRUSHED STONE 95% COMPACTED SUBGRADE #3 REBARS 12" O.C. E.W. CONCRETE STEPS Nor TO SCALE BRUSH FINISHED CONCRETE STEPS SLOPED TO DRAIN ° SLOPE 1 /4"/FT GRAVEL DRIVE off• �' .° N Q Q i, in fA Sell Deg WOW N k U) J v1 C) 4A Q CI►�°kid s� Dat# et der `� N�' sheet of 20 E cv' Cq a? t J I WORK SECTION C (PART OF PROSPECT ROAD IMPROVEMENTS SHIELDS TO TAFT HILL) FOR CITY OF FORT COLLINS, COLORADO �• t• , ' I130""IMIM IM 'mms No t EE j2SEI[f©fi - ! 11HPAKEii■ IRE ii ►!EL ■�Aa , ANN .JIM • �� a ^i �'�i � Fly. �_t•��'"I�tl �ft��'' 1��1�w �''�"' �� r+ � -r "��1►,, Mai �, " ` '� � 4 r� '► f� A 0A biiiV . Y • W - awv I i �7 a —1 VICINITY MAP SCALE: 1 "=2000' MARCH, 1993 BID NOe 4653 ABBREVIATIONS Cable Television CTV won Pipe IP Right of Way ROW Center Line G. Easement ESMT Sanitary Sever SAN or S.S. Concrete CONC Len LT Service SER. Corrugated Metal Pipe CMP Lkww Feet LF Sheet SHT Diameter DIA Manhole MH Slope S Ductile won Pipe DIP Maximum MAX Sole Boring S.B. Zoch ZA MN Wrapped MW South S East E Minimum MIN Station STA Elevation ELEV. North N Stow STL ExWW9 EXIST. Not to Scale NTS Storm Sewer STM Feet (Foot) FT Number NO Top of Pipe T.O.P. Fire Hydrant FHY On Center O.C. Typical TYP now Line FL Outside Diameter OD Underground Electric UGE Galvanize GALV Polyvinyl Chloride PVC Underground Telephone UGT Go* G invrt INV Vitrified Cloy Pipe VCP Horizontal HORZ Radius R Vertical VERT High Pressure HP Reinforced Concrete Pipe RCP Water W Inch IN Right R With W/ Inside Diameter ID LEGEND — - - — ROAD RIGHT—OF—WAY OR PROPERTY LINE --0— OH EXISTING OVERHEAD ELECTRIC (W/POLE) — — �— — — SECTION LINE WITH SURVEY POINT EXISTING CABLE TELEVISION CTV 1-5025—� CONTOUR EXISTING GAS G q PROPOSED SANITARY SEWER LINE (W/MANHOLE) 100 LIMITS OF CALL —OUT — — 410— —Xx— FENCE LINE CURB, GUTTER AND WALK --W—W'P EXISTING WATER (W/VALVE AND FIRE HYDRANT) 0 POWER POLE —O—SS EXISTING SANITARY SEWER (W/MANHOLE) M TELEPHONE PEDESTAL --O—STORM— EXISTING STORM SEWER (W/INLET) V ELECTRIC VAULT E EXISTING UNDERGROUND ELECTRIC 0 SOIL BORING HOLE LOCATION AND NUMBER �T EXISTING UNDERGROUND TELEPHONE (W/VAULT) % TEMPORARY BENCHMARK (TBM) 1004 I OUTLINE OF ADDRESS AND HOUSE Citv of Fort Collins VDlee, ��.y K•owkv DYII�Y fAte 209 South Meldrum Street Fort Collins, Cdorodo 80521 (303) 482-5922 INDEX TO DRAWINGS SHEET NO. C1 C2 C3 C4 C6 DESCRIPTION COVER STA. 0+00 TO STA. 9+40 STA. 9+40 TO STA. 19+40 STA. 19+40 TO STA. 29+05.30 SANITARY SEWER DETAILS SANITARY SEWER DETAILS GENERAL NOTES 1. AERIAL PHOTOGRAPH WAS TAKEN JANUARY 29, 1992. ORAWI NGS OF RECORE) These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, RBD, Inc. is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. w _ l� j'9 WIN` l } t. I• r • 4R4 j J.I f y I 11' 0i . ., VAN -40 µ s I ti `7 • �r •1 s `� r y • 1 1 i �� ' I •y .. :.; �-. a. «. as ,r .. C.I 1. h. �0 lie INS tAffm MrA all OM BDF DF5 TL.D. BA.J NOCoetmen, Suite 103 SHEETS SHEET �a Kw+�v �f wN1> Longmont, Coloneo W501 SPRING CREEK RELIEF SEWER - PHASE III WORK SECTION C 71&111orw I DRAWN DESIGNED CHECKED Engineering Consultants 303/678-9584 SOUTH BRYAN AVENUE TO STA. 0+00 TO, STA. 9+40 OCT.,1992 020- 103 29M South CoNe9e Avenue 2480 West 26th Avenue, Suite 1308 953 S. Fron" Ad. Wee, Suite 201 C5 C1 Fort N BY DATE REVISION DESCRIPTIO N APPROVED DATE PROJECT NO. 303226-495oloredo eos26 303/45Denver, -5644Wormeo21t 303147 -634 8,657 SOUTH TAFT HILL ROAD 303/2261966 303/458-5644 303H�6d340 w � , i 1 a n r r % • r sor � r 'ti t r � � vv% ti .M 1 4 Ow Wry 1904/1908 1910 1912/1914 1916/1918 1 r ry; ,lpjA _ t► %W Y a 13 0 tt w lof .im" T1 Win