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WEST HARMONY ROAD AND SOUTH SHIELDS STREET INTERSECTION IMPROVEMENTS CDOT - Filed STRS-STREETS ENGINEER STAMP - 2010-12-28
r v I Oversight / NHS FHWA FULL OVERSIGHT? NATIONAL HIGHWAY SYSTEM? ENO ❑YES ■ NO ❑ YES TABULATION OF LENGTH & DESIGN DATA ROADWAY STATION DESCRIPTION LINEAR FEET MILES STA 39+00.00 BEGIN SHIELDS ST IMPROVEMENTS STA 58+61.58 END SHIELDS ST IMPROVEMENTS 1961.58 0.372 TOTAL 1961.58 0.372 DESIGN DATA FEET 1075 MAXIMUM RADIUS OF CURVE MAXIMUM GRADE 2.7% MINIMUM S.S.D. HORIZONTAL 600 MINIMUM S.S.D. VERTICAL 400 MAXIMUM DESIGN SPEED 45 MPH 2026 DESIGN TRAFFIC SHIELDS STREET 30,000 ADT DHV TRUCKS % 5% * FOR INFORMATION ONLY DEPARTMENT OF TRANSPORTATION STATE OF COLORADO CITY OF FORT COLLINS TRANSPORTATION DEPARTMENT HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED FEDERAL AID PROJECT NO. AQC M455m074 HARMONY/SHIELDS INTERSECTION IMPROVEMENTS LARIMER COUNTY CONSTRUCTION PROJECT CODE NO. 15572 T.7N. T.6N. 34� n�W� R.69W. i E STA 58+61.58 END PROJECT r+ .r _ r STA 39+00.00 - BEGIN PROJECT r' z R.69W. o W SCALE: 1 "=1500' 0 a RECORD DRAWING DATE: 11 /11 /09 �X�fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. T.7N. TO I-25 T.6N. SHEET NO. 2 3-5 6 7-8 9 10 11 12 13 14-15 16-18 19 20-27 28-30 31 —32 33-34 35-39 40 41-47 48-50 51 —52 53-54 55-58 59-61 Related Projects: P.E. UNDER PROJECT AQC M455-074 PROJECT CODE: 15572 R.O.W. Projects: HARMONY/SHIELDS INTERSECTION IMPROVEMENTS AQC M455-074 PROJECT CODE: 15572 INDEX OF SHEETS TITLE SHEET STANDARD PLANS LIST GENERAL NOTES TYPICAL SECTIONS SUMMARY OF APPROXIMATE QUANTITIES SUMMARY OF EARTHWORK QUANTITIES TABULATION OF REMOVAL ITEMS, RESET & ADJUSTMENTS TABULATION OF C&G, SIDEWALK & SURFACING QUANTITIES TABULATION OF STORM SEWER AND PIPE SURVEY CONTROL PLAN EXPLORATORY BORING LOGS SHIELDS REMOVAL PLANS HARMONY —SHIELDS INTERSECTION REMOVAL PLAN SHIELDS PLAN SHEETS SHIELDS PROFILE SHEETS SHIELDS MEDIAN PLAN SHEETS SHIELDS MEDIAN PROFILE SHEETS SHIELDS GRADING PLANS HARMONY —SHIELDS INTERSECTION GRADING PLAN SHIELDS EROSION CONTROL PLANS STORMWATER MANAGEMENT PLANS SHIELDS STORM SEWER PLAN & PROFILES HARMONY —SHIELDS INTERSECTION CONCRETE JOINTING PLAN SHIELDS CROSS SECTIONS PHASING PLANS WORK BY OTHERS (FOR INFORMATION ONL 62-64 SHIELDS SIGNING & STRIPING PLANS 65-66 HARMONY —SHIELDS INTERSECTION SIGNAL PLANS CDOT ROW PLANS (FOR INFORMATION ONLY) (11 SHEETS) HARMONY —SHIELDS INTERSECTION IMPROVEMENTS ROW PLANS NEW AND REVISED STANDARD PLANS S-627-1 PAVEMENT MARKINGS (5 SHEETS) S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (12 SHEETS) Computer File Information Index of Revisions Fort Cottins ---� DEPARTMENT OO-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed TITLE SHEET Project No./Code Creation Date: 1 1 /1 2/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601 200FOR—TITLE.dwg Detailer: J. LOFTON Void: SHEET NUMBER Acad Ver. 2007 Scale: N/A Units: ENGLISH Sheet Subset: TITLE Subset Sheet:: 1 of 1 C1 - 298 i r v TABULATION OF REMOVALS LOCATION REMOVALOF TREE TREE TRIMMING REMOVAL OF PIPE REMOVALOF END SECTION REMOVALOF SIDEWALK REMOVALOF CONCRETE GUTTER (10 FOOT WIDE) REMOVALOF CURB AND GUTTER REMOVALOF CONCRETE CURB RAMP REMOVALOF CONCRETE PAVEMENT REMOVREMOVAL ASPHALT MAT ASPHALT MA OF CONCRETE TRAFFIC SIGNAL POLE BASE (TOP 3 FEET) STATION TO STATION ITEM # 202 202 202 202 202 202 202 202 202 202 202 UNIT EA EA LF EA SY LF LF SY SY SY EA SHIELDS 39+00.00 TO 44+50.00 8 1 339 398 44+50.00 TO 51+75.00 43 1 28 1 391 712 19 5,353 4 51+75.00 TO 58+61.58 45 8 84 2 10 60 617 17 45 3,800 PROJECT TOTALS 96 10 112 3 740 60 1329 36 45 9551 4 Computer File Information Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—TAB (REM—RESET).dv Acad Ver. 2007 Scale: N/A Units: ENGLISH TABULATION OF RESET & ADJUSTMENTS LOCATION RESETMAILBOX STRUCTURE RESETWATER SERVICE RESET FENCE ADJUST MANHOLE MODI FY IN LET ADJUSTVALVE BOX STATION TO STATION ITEM # 210 210 210 210 210 210 UNIT EA EA LF EA EA EA SHIELDS 39+00.00 TO 44+50.00 1 1 97 44+50.00 TO 51+75.00 1 624 1 1 6 51+75.00 TO 58+61.58 2 2 PROJECT TOTALS 1 2 721 3 1 8 Index of Revisions Pott Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 Pic RECORD DRAWING DATE: 11 /11 /09 XXX-XX- XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. Is, cIr 33441 r` �O� S�ONALE�G INTeRwesT a`. CONSULTING GROUP As Constructed TABULATION OF REMOVALS, No Revisions: RESETS & ADJUSTMENTS — Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: TAB Subset Sheet: 1 of 1 Project No./Code AQC M455-074 15572 Sheet Number 10 C1 - 298 r— c.� TABULATION OF CURB, GUTTER, SIDEWALK, & MISCELLANEOUS CONCRETE LOCATION CONCRETE SIDEWALK (611) CONCRETE CURB RAMP* TRUNCATED DOMES** CURB AND GUTTER TYPE 2 (SECTION I-B) CURB AND GUTTER TYPE 2 (SECTION II-B) GUTTER TYPE 2 (10' CROSSPAN) MEDIAN COVER MATERIAL (DECORATIVE) STATION TO STATION ITEM # 608 608 608 609 609 609 610 UNIT SY SY SF LF LF LF SF SHIELDS 39+00.00 TO 44+50.00 70 72 44+50.00 TO 51+75.00 863 141 272 1099 1282 1231 51 +75.00 TO 58+61.58 342 17 20 1055 556 60 PROJECT TOTALS 1275 158 292 2154 1910 60 1231 *PEDESTRIAN REFUGE AREAS IN MEDIAN INCLUDED IN CONCRETE CURB RAMP & TRUNCATED DOMES QUANTITIES. **FOR INFO ONLY -TRUNCATED DOMES INCLUDED IN COST OF CONCRETE CURB RAMP TABULATION OF SURFACING QUANTITIES LOCATION AGGREGATE BASE COURSE (CLASS 5 OR 6) (4" DEPTH) DRIVEWAYS & 2' WIDE SHOULDER AGGREGATE BASE COURSE (CLASS 50R 6) (6" DEPTH) FLY ASH PROCESSING FLY ASH TREATED SUBGRADE (12" DEPTH) HOT MIX ASPHALT (PATCHING) (ASPHALT) HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) (7" DEPTH) CONCRETE PAVEMENT (61' DEPTH) CONCRETE PAVEMENT (10.511 DEPTH) CONCRETE PAVEMENT (10.511 DEPTH) COLORED AND STAMPED CONCRETE CROSSWALK CONCRETE PAVEMENT (10.5" DEPTH) FAST TRACK (48 HOUR) CONCRETE PAVEMENT (10.5" DEPTH) FAST TRACK (24 HOUR) CONCRETE PAVEMENT (11" DEPTH) STATION TO STATION ITEM # 304 304 307 307 403 403 412 412 412 412 412 412 UN IT TON TON TON SY TON TON SY SY SY SY SY SY SHIELDS 39+00.00 TO 44+50.00 3 204 37 610 227 0 44+50.00 TO 51+75.00 4 1336 528 8804 1247 14 2912 455 1508 150 45 51+75.00 TO 58+61.58 3 1455 281 4680 55 1507 391 0 PROJECT TOTALS 10 2995 846 14094 55 2981 14 3304 455 1508 150 45 Computer File Information Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FIR—TAB(CONC & ASPH).dw Acad Ver. 2007 Scale: N/A Units: ENGLISH ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 OT DEPARTMENT O `PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: RECORD DRAWING DATE: 11 /11 /09 ,XXr. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. /o_ `rS/ONAL ECG TABULATION OF C&G, SIDEWALK & SURFACING QUANTITIES Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: TAB I Subset Sheet:: IRTERWESTFN�'A CONSULTING GROUP Project No./Code AQC M455-074 15572 1 of 1 Sheet Number 11 C1 - 298 I r— C.> TABULATION OF STORM DRAIN SYSTEM NOTE NO. LOCATION INLET EACH MANHOLE {1} = _(D p Uj W 2 ELEVATIONS PIPE SEWER LL M J Z a a J Z LL a g Uj W Z O INVERT ELEVATIONS LOWER UPPER W a 9 o REINFORCED CONCRETE PIPE {3} TYPE R (4) L15 6' 0 EACH CL III H (PAY) H (PAY) LF {5} SHIELDS STREET 15' 5' 10, LF RIM {2} INVERT 2911x45" 36" EA EA EA EA E1 E2 E3 55+66.04, 78.72' RT 1 4.7 5087.0 5082.3 E4 55+62.70, 70.28' RT 1 4.7 5087.0 5082.3 E5 5082.25 5082.3 0.3 15 E6 5082.25 5082.3 0.4 12 E7 1 F 1 51 +20.79, 109.35 LT 1 F2 5078.1 5078.4 0.6 44 F3 50+89.37) 75.00' LT 1 5.5 5083.6 5078.1 F4 F5 50+72.06, 61.98 LT 1 F6 50+71.68, 42.35 LT 1 {1} STATION AND OFFSET DISTANCES ARE TO THE CENTER OF THE STRUCTURE. {2} RIM ELEVATIONS AND OFFSETS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. {31 ALL EXCAVATION, BEDDING, BACKFILL, COMPACTIONS, JOINT ENCASEMENTS AND OTHER INCIDENTAL ITEMS REQUIRED TO INSTALL INLETS, MANHOLES, PIPE, END SECTIONS AND RIPRAP SHALL BE INCLUDED IN THE COST OF THE ITEM. {4) THE STATION POINT FOR INLET TYPE R IN A SUMP CONDITION IS GIVEN TO THE MIDPOINT OF THE STRUCTURE. THE OFFSET IS GIVEN TO THE CURB FLOW LINE, AND THE RIM IS GIVEN TO THE TOP OF CURB. {51 PIPE LENGTHS ARE APPROXIMATE AND INCLUDE FES. THE STATION/OFFSET OF STRUCTURES THAT CONNECT PIPE SEGMENTS SHALL GOVERN. {6} ALL UTILITY LOCATION ON THESE PLANS ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS PRIOR TO THE BEGINNING OF CONSTRUCTION. RECORD DRAWING DATE: 11 /11 /09 ,IX. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. �s 33441 r' S�OtqALE� I INT ERWEST L.\\\\q CO NSU LTI NG GROUP Computer File Information Index of Revisions pT Fort Collins "---' �---. •---� --�'" DEPDEP-T OO-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221 —6378 Region 4 PJG As Constructed TABULATION OF STORM SYSTEM AND PIPE Project No./Code Creation Date: 12/24/07 Initials: JDL No Revisions: A C M455-074 Q Last Modification Date: 1 2/1 5/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drowinq File Name: 104601200FOR—TAB—STORM.dwq Detailer: J. LOFTON Void: Sheet Number 2 Acad Ver. 2007 Scale: N/A Units: ENGLISH Sheet Subset: TAB Subset Sheet:: 1 of 1 C1 - 298 i V O m i~ 0 w 39+00 I a WESTBURY P.U.D. 2ND FILING �J O U 45+00 BROPHY i i i N00017'56"E 1106479' w U CL STA 39+00.00 Z N 106789.78 POINT #591 E 189432.37 NW CORNER SECTION 2, T6N R69W FOUND 3-1/4 )) ALUMINUM CAP I..I IN A MONUMENT BOX; Z STAMPED PLS 5028 w N 107896.56 E 189438.14 U U FRONT RANGE a IL COMMUNITY COLLEGE PINEVIEW P.U.D. PHASE If WIL m Uz � :y OJ F. Z J O "O w W G � �f U) 2Q� 100 0 100 200 FRCC 2 SCALE: 1 " = 200' PINEVIEW P.U.D. PHASE I 55+00 SHIELDS STREET N00001'59"E CONTROL LINE=SECTION LINE THE WOODLANDS CONDOMINIUMS P.U.D. 993.21' RECORD DRAWING DATE: 11 /11 /09 XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 60+00 CL STA 60+00.00 N 108889.77 E 189438.71 - � 33441 1-C SS�ONAL ECG INTERWEST€;==:;A CONSULTING GROUP Computer File Information Index of Revisions �T ForiCollins _____ .�� = DEPOT OF 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221 —6378 Region 4 PJG As Constructed SURVEY CONTROL PLAN Project No./Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 1 2/1 5/08 Initials: JDL` Full Path: Revised: Designer: J. LOFTON 9 15572 Drawing File Name: 104601200FOR—HC.dw Del: ailer: J. LOFTON Void: Sheet Number 13 Acad Ver. 2007 Scale: 1 :200 Units: ENGLISH Sheet Subset: SURVEY CNTRL Subset Sheet:: 1 of 1 Cl - 298 4D O% N ?� WESTBURY P.U.D a F 1 (A 1w I IL _ T 39+00 L- U Z 9 W U U LL 2ND FILING Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: \\XXXXX\XXXXX Drawing File Name: 104601200FOR—BORING.dwg Acad Ver. 2007 Scale: 1 :200 Units: ENGLISH 45+00 FRONT RANGE COMMUNITY COLLEGE ndex of Revisions 50+00 MFG Fart C011ins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 a PINEVIEW P.U.D. PHASE II HARMONY A w z z m PINEVIEW P.U.D. w PHASE I 55+00 -- -= -_ - _; -CONTROL LINE=SECTION LINE w z THE WOODLANDS W1 CONDOMINIUMS z P.U.D. O w w OT DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG W U UZ ?9 4. 1- Z W --- ----------------- --- 60+00-- _L SHIELDS STREET .. 0 100 200 SCALE: 1 .. RECORD DRAWING DATE: 11 /11109 )SX- XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. AIX 33441 r. SS�ONAL ECG As Constructed EXPLORATORY BORING No Revisions: Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: EX BORING Subset Sheet:: 20�I r INTERWEDTI'z:zJ CONSULTING GROUP LOGS Project No./Code AQC M455-074 15572 1 of 2 Sheet Number 14 C1 - 298 I c.� BOREHOLE LOG BOREHOLE MFG, Inc. NO.: consulting scientists and engineers PROJECT: HARMONY ROAD PAGE: 2 OF 2 PROJECT NO.: 181404 DATE: 8125/06 Mll DRIVE SAMPLES DEPTH (FT) CORE RECOV. ADD'L SAMPLES LITHOLOGY GRAPHIC SOIL DESCRIPTION SAMPLE TYPE BLOWS (PER T) RECOV. 0 N ASPHALT (0 TO 6.6") m o BASE COURSE (6.6" TO APPROX. 15") 1 =:= - SILTY CLAY (APPROX. 1.25' TO E.O.B.) =___ MOIST, VERY DARK GRAYISH BROWN (2.5Y 3/2), VERY STIFF. 2 CA B 4 9 13" n = A 11 m n N — — —_— APPROX. 3.5' - COLOR CHANGE TO REDDISH BROWN (5YR 5/4), TRACE SAND. 3 — — 4 - - 5 = _ 6 r1 O < <- -_-_ 7 - - 8 =-_- 9 = = E.O.B. = 10.0' 10 11 Computer File Information Creation Date: 1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: \\XXXXX\XXXXX Drawing File Name: 104601200FOR—BORING.dwg Acad Ver. 2007 Scale: 1 :200 Units: ENGLISH BOREHOLE LOG BOREHOLE MFG, Inc. NO.: consulting scientists and engineers PROJECT: HARMONY ROAD PAGE: 2 OF 2 PROJECT NO.: 181404 DATE: 8/25/06 MFG-14 DRIVE SAMPLES DEPTH (FT) CORE RECOV. ADUL SAMPLES LITHOLOGY GRAPHIC SOIL DESCRIPTION SAMPLE TYPE BLOWS (PERW) RECOV. 0 m ASPHALT (0 TO 8.4") BASE COURSE (8.4" TO APPROX. 10.8") 1 _ _ SILTY CLAY (APPROX. 0.9TO E.O.B.) MOIST, DARK YELLOWISH BROWN (10YR 4/4), VERY STIFF. 2 CA B A 8 10 12 9" n YO m - --_ 3 = _ 4 _- APPROX. 4.5' COLOR CHANGE TO REDDISH BROWN (5YR 4/4). - _- 5 - - 6 YO - 7- -_�- 8 - �- 9 E.O.B. = 10.0' 10 11 ndex of Revisions .Fort COlilns 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG BOREHOLE LOG BOREHOLE MFG, Inc. NO.: consulting scientists and engineers PROJECT: HARMONY ROAD PAGE: 2 OF 2 PROJECT NO.' 181404 DATE: 8/25/06 MFG-15 DRIVE SAMPLES DEPTH (FT) CORE RECOV. ADD'L SAMPLES LITHOLOGY GRAPHIC SOIL DESCRIPTION SAMPLE TYPE BLOWS (PER 6") RECOV. 0 ASPHALT 0 TO 5.4" BASE COURSE (5.4" TO APPROX. 11.410) SILTY CLAY (APPROX. 0.95' TO E.O.B.) _-_- MOIST, VERY DARK BROWN (1 OYR 2/2), STIFF, WITH SILTY SAND LENSES. 2 CA B A 5 3 5 9" OF m ;n APPROX. 2.5' TO 3.5' - SILTY SAND LENSES. APPROX. 3.5' - WOOD FRAGMENT ENCOUNTERED. -_ _. — 3 = _ 4 - s=- 5 - - 6 YO 7 - _-= APPROX. 8 - VERY MOIST, COLOR CHANGE TO LIGHT BROWNISH YELLOW 8 - _-_ (1 OYR 6/4). - a- 9 E.O.B. = 10.0' 11 RECORD DRAWING DATE: 11 /11 /09 )1Y-fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: me r 33441 rc SSIONAL E� EXPLORATORY BORING LOGS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: EX BORING Subset Sheet:: I N T E R W E f T E:;;;;,1 CONSULTING GROUP Project No./Code AQC M455-074 15572 2 of 2 1 Sheet Number 15 C1 - 298 9 r U Lrm 1 w 38+00 40+00 L_ o S — - - — TRACT D _ - aC e (UE & DE) HARMONY ROAD W WESTBURY P.U.D. o �z 2ND FILING 25 ° 25 50 �F W W _ �- o,a SCALE: 1 " = 50'G�t m FRCC T G t ENTRANCE S - S S O TRACT E COLLINS EX TREES TO BE REMOVED (COLLINS) (8)- ? . RESET EX WATER SERVICE i' ADJUST EX TELE BOXES CATCIH / .,. WE & DE) BY OTHERS)(SEE NOTE 7) P EX ROW P) ( (TY — _ RESET EX FENCE (27 LF) - FBI i .E \\�D 11 ELDS _ REMOVE EX SW U EX SECTION LINE TYP (91 SF) (n D ( ) RESET EX FENCE (135 � U) JO — — U 41 +00 43+00 �— — 1 44+00 W SAWCUT LINE EX ROWS (CL STA 43+71.9) — ——L-x ROW EX EDGE OF ASPHALT (TYP) LLJL ��j /, Fit — � , — �— - . — —_ —, M z r, o ,�, IT FRONT RANGE I I M EX A & TE / H COMMUNITY COLLEGE EX 20' DE & UE 11, w 'NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. / 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. EXIST. ASPHALT REMOVAL 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPLINE.. 4. "CATCH LINE" DENOTES TOE OF FILL OR TOP OF CUT. I I G SHIELDS STREET 5. NOTED ELECTRIC REMOVALS, RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. j PHONE: 229-5311. EXIST. CONCRETE SIDEWALK REMOVAL 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY QWEST. CONTACT QWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 0o R sT RECORD DRAWINGILLED 8. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFTO A DEPTH DETERMINED IN THE FIELD. DATE:11/11/09 Pf 33441 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS �X�tX XX.XX DENOTES RECORDED DATA PER TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. CITY OF FORT COLLINS SURVEY DEPARTMENT. F .......... ONALE�G INTERWEST:CONSULTING GROUP 10. ANY LANDSCAPING (I.E.—SHRUBS, SAPLINGS, ETC.) NOT SPECIFIED ON PLANS TO BE REMOVED AND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED UNDER CLEAR & GRUB. Computer File Information Index of Revisions Fort Collins OTI As Constructed SHIELDS REMOVAL PLAN Project No./Code Creation Date: 1 1 /12/07 Initials: JDL ---' No Revisions: STA 39+00.00 TO STA 44+50.00 AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL "" 281 North College Avenue g Fort Collins, CO 80522 Phone: (970) 221-6605 DEPARTMENT OOTTRPOR- Greeley, CO Street Y r80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Full Path: \\XXXXX\XXXXX Revised: Designer: J. LOFTON 9 15572 Drawing File Name: 104601200FOR—DEMO(Shields).dw Detailer: J. LOFTON Void: Sheet Number 16 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH FAX: (970) 221-6378 Region 4 PJG Sheet Subset: DEMO Subset Sheet:: 1 of 3 C1 T 298 i 25 O 25 50 r1 SCALE: 1 " = 50' z lO V E-V TDCCC Tn DC DCAAn\/E-M (rnI I INICWQ� CL STA 44+88.79, 34.7' RT i ry -rn rrr Tn nr BROPHY T , (BY OTHERS)(SEE NOTE 5)J NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPLINE.. 4. "CATCH LINE" DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC REMOVALS, RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY QWEST. CONTACT QWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 8. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. SAWCUT LINE SHALL BE CONSIDERED INCIDENTAL TO ASPHALT REMOVAL WORK. 10. ANY LANDSCAPING (I.E.—SHRUBS, SAPLINGS, ETC.) NOT SPECIFIED ON PLANS TO BE REMOVED AND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED UNDER CLEAR & GRUB. CONTRACTOR TO COORDINATE WITH US POST OFFICE FOR TEMPORARY MAILBOX LOCATIONS FOR USE DURING CONSTRUCTION. FRONT RANGE COMMUNITY COLLEGE EXIST. ASPHALT REMOVAL EXIST. CONCRETE SIDEWALK REMOVAL LIMITS OF CONSTRUCTION (SEE CITY OF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) LLIIVII 15 Ut' l.U1N5 I r1(UI. I I U I N (SEE CITY OF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) RECORD DRAWING DATE: 11 /11 /09 Xk.-X C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. HARMONY W I U F Z Ol JU) r o Z J W W e.. i � rorr 33441 Pow: SS/ONAL ECG EX DE & UE w z .. T U INTERWEETG.�':':':':':I CONSULTING GROUP Computer File Information Index of Revisions �T FOr C011IiiS ----- DEPARTMENT 0-P0- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS REMOVAL PLAN STA 44+50.00 TO STA 51 +75.00 Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: XXXXX XXXXX �� Revised: Designer: J. LOFTON 15572 DrawingFile Name: 104601200FOR—DEMO(Shields).dwg Detailer: J. LOFTON Void: I Sheet Number 17 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset: DEMO Subset Sheet:: 2 of 3 c1 - 298 I w — — — z rT 52+00 V 'Q PINEVIEW P.U.D. PHASE II CATCH LINE (TYP) EX TREES TO BE REMOVED OR RESET (PINEVIEW)(45) PROPOSED ROW EMOVE EX SW (2900 SF) 0 SEX ROW SHIELDS CL= ..._ G EX SECTION LINE (TYP) W 53+00 w w:D 0 d Oj 3j,!V`\' REMOVE EX C&G (525 LF) W IN W W - Fv —F - L n L C N W 54+00 EX 5b- DE & UE BEGIN EX C&G REMOVAL CL STA 55+75.69, 77.7' LT END EX C&G &k — SIDEWALK REMOVAL CL STA 55+75.69, 77.7' LT �clr, REMOVE PORTION EX 36 STORM (2) (30 LF TOTAL) W G _.._. W 55+00 REMOVE EX CONIC CURB RAMP _ W SHIELDS STREET" ADJUST EX WATER VALVLES (2)—.,, w W �EX ROW THE WOODLANDS CONDOMINIUMS P.U.D. NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF FENCES, GATES, POSTS, MAILBOXES AND PRIVATE ITEMS IN CONSTRUCTION LIMITS. 2. ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION FENCE SHALL BE INSTALLED AT THE DRIPLINE.. 4. "CATCH LINE" DENOTES TOE OF FILL OR TOP OF CUT. 5. NOTED ELECTRIC REMOVALS, RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS LIGHT & POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY QWEST. CONTACT QWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 377-6451 8. SHALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIELD. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. SAWCUT LINE SHALL BE CONSIDERED INCIDENTAL TO ASPHALT REMOVAL WORK. 10. ANY LANDSCAPING (I.E.—SHRUBS, SAPLINGS, ETC.) NOT SPECIFIED ON PLANS TO BE REMOVED AND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED UNDER CLEAR & GRUB. r PINEVIEW P.U.D. \ PHASE I W I U f U2 N LL UI W FE N 2 ° j FRCC T END EX C&G REMOVAL CL STA 56+16.14, 59.7' LT BEGIN EX C&G —SIDEWALK REMOVAL 25 0 25 50 CL STA 56+34.30, 68.4' LT SCALE: 1 " = 50' REMOVE EX CONIC CURB RAMP ADJUST EX SAN MH END EX SIDEWALK REMOVAL CL STA 57+40.45, 45.6' LT RESET EX ELEC BOX (BOTHERS) END EX C&G REMOVAL ES m ( EENOT6) CL STA 57+61.58, 40.0 LT _ REMOVE EX C&G (147 LF) O G =REMOVE EX C&G (43 LF) REMOVE EX SW (786 SF) O REMOVE EX CONIC D PAVEMENT (45 SY) 57+00 58+00 j- 56+00 SAWCUT LINE (CL STA 56+89.1) _j z { FO Computer File Information Index of Revisions 6"k�,2IIIiTmJ Creation Date: 11/12/07 Initials: JDL Fort Collins Last Modification Date: 12/15/08 Initials: JDL DEPARTMENT OF O-POR TATION 1420 2nd Street Full Path: \\XXXXX\XXXXX 281 North College Avenue Greeley, CO 80631 DrawingFile Name: 104601200FOR—DEMO Shields .dw Fort Collins, Co 80505 Phone: (970) 0-219 26 ( ) 9 Phone: (970) 221 —6605 FAX: (970) 350-2198 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH FAX: (970) 221-6378 Region 4 PJG W — W - O — U EXIST. ASPHALT REMOVAL EXIST. CONCRETE SIDEWALK REMOVAL RECORD DRAWING DATE: 11 /11 /09 �WXX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 r' TONAL E� INTERWEETIHil CONSULTING GROUP As Constructed SHIELDS REMOVAL PLAN Project No./Code No Revisions: STA 51 +75.00 TO STA 58+61.58 AQC M455-074 Revised: Designer: J. LOFTON 15572 Detailer: J. LOFTON Void: Sheet Number 18 Sheet Subset: DEMO Subset Sheet:: 3 of 3 C1 — 298 LIMITS OF CONSTRUCTION (SEE CITY OF FORT COLLINS W. HARMONY ROAD L BROPHY IMPROVEMENT PLANS FOR CONTINUATION) X zo I REMOVE EX TIMBER RETAINING WALL & SIGN IQ (SEE NOTE 1) I i o REMOVE EX SIGNAL POLE _4_", / (SEE NOTE 9)� REMOVE EX ( f POWER POLE & GUY WIRES ..... (BY OTHERS)(SEE NOTE 5) RESET EX ELEC CABINET (BY OTHERS)(SEE NOTE 6) piii �y c X X I F --�� _ --c — / M FO — REMOVE EX SIGNAL POLElh ADJUST EX WATER VALVE (SEE NOTE 9) a c -a W W W W W C 49+00 50+00 ADJUST EX WATER VALV s M SHIELDS STREET ADJUST EX WATER VALVE REMOVE EX POWER POLE RESET EX ELEC BOX c c (BY OTH-ERRS)(SEE NOTE 5) T (BY OTHERS)(SEE NOTE 6) Fn - — � — [ - — — - — REMOVE EX — RET EX E SE PEDESTAL POWER POLE & GUY WIRES /� f (BY OTHERS) (BY OTHERS)(SEE NOTE 5)� / �y (SEE NOTE 7) I F - C 7 _ E -� OBE E -REMOVE EX SIGNAL T --- — POLE & TRAFFIC BOX T`' (SEE NOTE 9) 1 �I L- r h_.. ADJUST EX CABLE BOX I EX ELEC VAULT TO REMAIN w (BY OTHERS)(SEE NOTE 8) ) PROTECT IN PLACE ADJUST EX TELE PEDESTAL I ADJUSTIMHTO GRADE BY OTHERS SEE NOTE 7) - ADJUST EX WATER VALVE , REMOVE EX ASPHALT MAT SIDEWALK (887 SF) PINEVIEW P.U•D PHASE II 15 • 15 30 SCALE:• HARMONY ld I W U) U U9rn � OJ LLZ J Cw w ga`ru FRCC Q I III NOTES: RESET EX _ _ 1. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR RELOCATIONS OF CABLE BOX FENCES, GATES, POSTS, MAILBOXES, SIGNS, WALLS AND PRIVATE ITEMS IN (BY OTHERS) CONSTRUCTION LIMITS. II (SEE NOTE 8) `a REMOVE EX 36" 2• ALL EXIST. ROAD SIGNS WITHIN THE PROPOSED ROW SHALL BE REMOVED BY THE STORM PIPE (28 LF) CITY OF FORT COLLINS UNLESS OTHERWISE NOTED. r _ I 3. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLACE, PROTECTION I� EX STORM SEWER FENCE SHALL BE INSTALLED AT THE DRIPLINE.. & MH TO REMAIN „ ADJUST MH TO GRADE 4. CATCH LINE DENOTES TOE OF FILL OR TOP OF CUT. F n 5. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY PVREA. T CONTACT PVREA TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: 229-5311. 6. NOTED ELECTRIC RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF REMOVE EX INLET T FORT COLLINS LIGHT &POWER. CONTACT CITY OF FORT COLLINS LIGHT & POWER TO s (SEE NOTE 13) COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) 221-6700 EX STORM SEWER 7. NOTED TELEPHONE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED TO REMAIN BY OWEST. CONTACT OWEST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: (970) c SHIELDS CL= 377-6451 EX SECTION LINE (TYP) 8. NOTED CABLE & FIBER RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY w W COMCAST. CONTACT COMCAST TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: E 51+00 (970) 567-0245 9. STRIPING REMOVAL & SIGNAL REMOVALS, RELOCATIONS AND ADJUSTMENTS SHALL BE PERFORMED BY CITY OF FORT COLLINS TRAFFIC ENGINEERING. CONTRACTOR SHALL REMOVE CONCRETE TRAFFIC SIGNAL POLE BASE (TOP 3 FEET) CONTACT CITY OF FORT arc ADJUST EX STORM MH COLLINS TRAFFIC ENGINEERING TO COORDINATE RELOCATION OR ADJUSTMENT. PHONE: REMOVE EX SIGNAL POLE (970) 221-6630 SALVAGE EX WEATHER STATION (SEE NOTE 9) � � � t 10. HALLOW UTILITY CROSSINGS SHALL BE FLOWFILLED TO A DEPTH DETERMINED IN THE FIE ' Z 11. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN � � E "� � _ THE FIELD BY THE CITY OF FORT COLLINS CONSTRUCTION MANAGER. ALL REPAIRS TO BE — — _ — IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. m EX TRAFFIC BOXES TO REMAIN 12. THE ABANDONMENT, REMOVAL AND/OR RELACATION OF THE FCLWD WATER SYSTEM IS "' --PROTECT IN PLACE 4— TO BE PERFORMED BY OTHERS. CONTACT TERRY FARRILL. PHONE: (970) 226-3104 EX HYDRANT TO REMAIN PROTECT IN PLACE `. V " `� 13. REMOVE EXISTING TYPE R INLET. REMOVE THROAT INLET AND POUR SOLID FLAT TOP WITH STANDARD ACCESS MANHOLE RAISED TO FINISHED GRADE. REMOVE EX CABLE BOX �- - (BY OTHERS)(SEE NOTE 8) I RESET EX CABLE BOX / (BY OTHERS)(SEE NOTE 8) EX ELEC VAULT TO REMAIN / �\ 4 ( )( ',` / _ PROTECT IN PLACE FRONT RANGE I -� COMMUNITY LIMITS OF CONSTRUCTION THE WOODLANDS COLLEGE (SEE CITY OF FORT COLLINS W. HARMONY ROAD CONDOMINIUMS P.U.D. IMPROVEMENT PLANS FOR CONTINUATION) Computer File Information Creation Date: 1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: \\XXXXX\XXXXX Drawing File Name: 10460120OFOR— DEMO— INT.dwg Acad Ver. 2007 Scale: 1 :30 Units: ENGLISH Index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 F— --- DEPARTMENT 0TRAM'PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: RECORD DRAWING DATE: 11 /11 /09 1SX: X7C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. -� 33441 r' SS�ON*AL " o91 INTERWESTJiiiiiiil CONSULTING GROUP HARMONY/SHIELDS INTERSECTION Project No./code REMOVAL PLAN AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: DEMO—INT Subset Sheet:: 1 of 1 Sheet Number 19 0 a 0k tV I PLAN NEW OR M STANDARD PAGE NUMBER REVISED TITLE NUMBER O M-100-1 O STANDARD SYMBOLS (3 SHEETS) .,.,................. . ......... 1-3 O M-203-1 O APPROACH ROADS .................................. . ...............4 O M-203-2 O DITCH TYPES... .................................................... 5 M M-203-11 O SUPERELEVATION CROWNED AND ............................... 6-8 DIVIDED HIGHWAYS (3 SHEETS) M M-203-12 t= SUPERELEVATION STREETS (2 SHEETS). .... 9-10 O M-206-1 O EXCAVATION AND BACKFILL FOR STRUCTURES. 11-12 (2 SHEETS) O M-206-2 O EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS).... 13-14 M-208-1 O TEMPORARY EROSION CONTROL (7 SHEETS) ................ 15-21 O M-210-1 O MAILBOX SUPPORTS (2 SHEETS).... . . ...................... 22-23 O M-214-1 Ct PLANTING DETAILS. ... . - . ........ 24 M-412-1 O CONCRETE PAVEMENT JOINTS (5 SHEETS) ................. 25-29 O M-510-1 O STRUCTURAL PLATE PIPE H-20 LOADING... .... .30 O M-601-1 O SINGLE CONCRETE BOX CULVERT (2 SHEETS) ............. 31-32 O M-601-2 O DOUBLE CONCRETE BOX CULVERT (2 SHEETS).............33-34 O M-601-3 O TRIPLE CONCRETE BOX CULVERT (2 SHEETS) ............. 35-36 M-601-10 O HEADWALL FOR PIPES .................. . ......................... 37 O M-601-11 O TYPE "S" SADDLE HEADWALLS FOR PIPE ...................... 38 O M-601-12 O HEADWALLS AND PIPE OUTLET PAVING .... 39 0 M-601-20 O WINGWALLS FOR PIPE OR BOX CULVERTS. ..... _40 O M-603-1 O METAL AND PLASTIC PIPE (2 SHEETS).. . ................. 41-42 0 M-603-2 CI REINFORCED CONCRETE PIPE, . ...................... ........... 43 O M-603-3 O PRECAST CONCRETE BOX CULVERT,...... = M-603-10 Ci CONCRETE AND METAL END SECTIONS (2 SHEETS),...... 45-46 O M-604-10 O INLET, TYPE C.... ....... _ ....................................... 47 O M-604-11 O INLET, TYPE D..... _ ...... . ......... . .. . ....................... 48 M-604-12 CI CURB INLET TYPE R (2 SHEETS). . ........ . .............. 49-50 CO M-604-13 O CONCRETE INLET TYPE 13.......... . .................... ..... . . 51 110 M-604-20 O MANHOLES (3 SHEETS). .......... .... .52-54 Cl M-604-25 O VANE GRATE INLET (5 SHEETS)... 55-59 O M-605-1 CI SUBSURFACE DRAINS ............................................. 60 O M-606-1 O GUARDRAIL TYPE 3 W-BEAM (16 SHEETS) ................. 61-76 O M-606-13 O GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)... , ... 77-80 O M-606-14 O PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS)........ 81-83 uornuser rile Inrormailon Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR-STAN-PLAN.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH 7LET'Sow Cl M-607-1 O M-607-2 O M-607-3 O M-607-4 O M-607-10 O M-607-15 M-608-1 M M-609-1 O M-611-1 O M-613-1 O M-614-1 Ci M-614-2 M M-615-1 O M-615-2 O M-616-1 O M-620-1 C] M-620-2 O M-620-11 O M-620-12 O M-629-1 Index of Revisions NEW OR M STANDARD PAGE REVISED TITLE NUMBER O WIRE FENCES AND GATES (3 SHEETS) .... ........ .......... 84-86 O CHAIN LINK FENCE (3 SHEETS)..............................87-89 O BARRIER FENCE... .............. ...... __ ................... 90 O DEER FENCE AND GATES (2 SHEETS) ....................... 91-92 O PICKET SNOW FENCE.............................................93 CO ROAD CLOSURE GATE (9 SHEETS)., .... 94-102 O CURB RAMPS (4 SHEETS) .................................. 103-106 O CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS)...........107-109 O CATTLE GUARD (2 SHEETS) ................................. I10-111 O ROADWAY LIGHTING (4 SHEETS) ............................ 112-115 O RUMBLE STRIPS (3 SHEETS.)..., ............................ 116-118 O SAND BARREL ARRAYS (2 SHEETSI........................ 119-120 O EMBANKMENT PROTECTOR TYPE 3...............................121 O EMBANKMENT PROTECTOR TYPE 5.... —, ..................... . 122 O INVERTED SIPHON. ........... ..................... .... 123 O FIELD LABORATORY CLASS I, . ......... . ..........124 O FIELD LABORATORY CLASS 2...................................125 O FIELD OFFICE CLASS 1.... ....................... . ..............126 M FIELD OFFICE CLASS 2.. -...................................127 O SURVEY MONUMENTS (2 SHEETS) .......................... 128-129 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. RECORD DRAWING 7 r.33441DATE: 11/11/09XXX-ff XX.XX DENOTES RECORDED DATA PER .. CITY OF FORT COWNS SURVEY DEPARTMENT. AL Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 ,Z 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG PLAN NEW OR S STANDARD PAGE NUMBER REVISED TITLE NUMBER O S-612-1 O DELINEATOR INSTALLATIONS (5 SHEETS), ........ 131-135 O S-614-1 O GROUND SIGN PLACEMENT (2 SHEETS).......................136-137 O S-614-2 O CLASS I SIGNS.... .......... _ 138 O S-614-3 O CLASS II SIGNS.. . ..... ................ ......... 139 O S-614-4 O CLASS III SIGNS (3 SHEETS) ............................. . ... 140-142 O S-614-5 O BREAK -AWAY SIGN SUPPORT DETAILS.. ...............143-144 FOR GROUND SIGNS (2 SHEETS) CO S-614-6 O CONCRETE FOOTINGS AND SIGN ISLANDS. 145-146 FOR CLASS III SIGNS (2 SHEETS) O S-614-8 O TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS)...... 147-151 O S-614-10 O MARKER ASSEMBLY INSTALLATIONS ............................... 152 O S-614-12 O STRUCTURE NUMBER INSTALLATION ............................... 153 O S-614-14 O FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS).154-156 O S-614-20 O TYPICAL POLE MOUNT SIGN INSTALLATIONS ......................157 O S-614-21 Ci CONCRETE BARRIER SIGN POST INSTALLATIONS. ....... ....... .158 O S-614-22 O TYPICAL MULTI -SIGN INSTALLATIONS ............................. A59 0 S-614-40 O TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS... 160-166 (7 SHEETS) O S-614-40A O ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS.... 167-171 (5 SHEETS) O S-614-50 O MONOTUBE OVERHEAD SIGNS (14 SHEETS) ................... 172-185 S-627-1 M PAVEMENT MARKINGS (5 SHEETS).,.. ....... ........... . - 186-190 0 S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION., ....... 191-202 (12 SHEETS) M S-630-2 O BARRICADES, DRUMS, CONCRETE BARRIERS (TEMPI.. .... - 203 AND VERTICAL PANELS O S-630-3 O FLASHING BEACON (PORTABLE) DETAILS .......... . ...............204 As Constructed No Revisions: Revised: ►•e COLORADO DEPARTMENT OR TRANSPORTATION STANDARD PLANS LIST M&S STANDARDS July 04, 2006 STANDARD PLANS LIST Designer: Detailer: Sheet Subset: J. LOFTON J. LOFTON STAN PLAN I Subset Sheet:: Pro iect No. /Code AQC M455-074 15572 1 of 1 Sheet Number 2 C1 - 298 Ll M J r `; ,0 . ' 0 LL 0U r J VI D vLL♦ �U Iz 0 EX20'DE& UE x w U II z I I H iizii W U U w LL J I# WESTBURY P.U•D• 2ND FILING Ql TRACT D WE & DE) S X ROW • SCALE: 1 • - 0 TRACT E WE & DE) 40+00 41+00 _ _ EX C&G 42+00 — SHIELDS STREET 40+00 41 +00 42+00 SHIELDS CL= SECTION LINE HARMONY SEE DRIVEWAY DETAIL "A" \� (SEE SHEET 23) COLLINS EX C&G �EX ROW 40+00 — — 41 +00- — — 42+00 � Q o G I, FRONT RANGE COMMUNITY COLLEGE BEGIN PROPOSED TYPE 2 (SECTION IIB) C&G MATCH EXISTING PT LFL STA 43+77.13= CL STA 43+78.36, 35.17' LT EL=5084.87 - - - - - - - BEGIN PROPOSED SW , MATCH EXISTING ' - - -- CL STA 43+55.6, 47.9LT — � UE w 43+00 NO3°13'35"W/ 64.99' PC LFL STA �/42.12_ L=5085.40 0 43+00 — �+00 W - -DO— I -H 0 r` SAWCUT LINE (TYP.) 43+00- — — 44+00-`-- FLOWLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD ILENGTH FL31 32.66 1055.00 1 °46'25" 1 N04°06'47"W 1 32.66 PROPOSED FULL DEPTH ASPHALT PAVEMENT EX AE & TL- % RECORD DRAWING DATE: 11 /11 /09 yX-kX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 SS�ONAL EN W U9 �Z W 4C 1NTERWE3TtzzzzA C O N S U L T I N G G R O U P Computer File Information Index of Revisions �T Fort Collins '---- _,"` DEPARTMENT OF TRANSPORTATION 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221 —6378 Region 4 PJG As Constructed SHIELDS PLAN SHEET STA 39+00.00 TO STA 44+50.00 Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR-Plan(Shields).dwg Detaller: J. LOFTON Void: Sheet Number 20 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset: PLAN Subset Sheet:: 1 of 8 C1 - 298 r r� V PT RFL STA 44+88.49= CL STA 44+88.79, 34.74' RT EL=5086.02 Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR— Plan (Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH RECORD DRAWING DATE: 11 /11 /09 . Xr. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. SEE DRIVEWAY DETAIL aa, BROPHY FLOWLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL20 39.25 25.00 89*56'48" N45°00'23"E 35.34 FL21 39.25 25.00 89°57'20" S44'55'41 "E 35.34 FL22 39.41 25.00 90019'08" N44051'38"W 35.45 FL23 39.17 25.00 89°46'44" S45°11'18"W 35.29 FL32 7.61 1 100.00 1 4°21'41 " I N01 °20'02"E 7.61 FL33 101.27 11095.00 5°17'56" 1 S02'21'02"E 101.23 END PROPOSED TYPE 2 (SECTION IIB) C&G & SIDEWALK CL STA 49+43.13, 118.88' IT L �� Ll EL=5084.32 — L I LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT oT A me coo f�f"Nnrrrntr r A�rrf--%nrl COMMUNITY COLLEGE PROPOSED FULL DEPTH ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PEDESTRIAN RAMP DESIGNATION © (SEE SHEET 24) ndex of Revisions END PROPOSED TYPE 2 (SECTION IIB) C&G CL STA 49+50.13, 83.89' RT EL=5082.53 NOTES: 1. STORM PIPE, INLETS & MH'S SHOWN ITEMS SHALL BE DONE BY OTHERS IN IMPROVEMENT PLANS". r ROAD W U 0: LLz W BEGIN PROPOSED TYPE 2 (SECTION IIB) C&G & SIDEWALK CL STA 50+40.68, 119.26' LT EL=5084.58 —N89*,98'47"F 19.28' W z No" I..1 r� V /LIMITS OF CONSTRUCTION DE & UE / (SEE CITYOF FORT COLLINS BEGIN PROPOSED vV. HARMONY ROAD IMPROVEMENT TYPE 2 (SECTION 1113 70 CL STA 50+55.74, \8 70' RT PLANS FOR CONTINUATION) EL=5082.22 \� \ THE WOODLANDS ARE FOR INFORMATION ONLY INSTALLATION OF ACCORDANCE WITH THE "W. HARMONY ROAD 2. FCLWD WATERLINE IS SHOWN FOR INFORMATION ONLY INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE "W. HARMONY ROAD IMPROVEMENT PLANS". Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG CONDOMINIUMS -� 33441 �E �0; S�ONAL•ENG P.U.D. I N T E R W E D T�M CONSULTING GROUP As Constructed SHIELDS STA 44+50.00 PLAN TO STA SHEET 51 +75.00 No Revisions: Project No./Code AQC M455-074 Revised: Designer: J. LOFTON 15572 Detailer: J. LOFTON Void: Sheet Number Sheet Subset: PLAN Subset Sheet:: 2 of 8 21 C1 - 298 rIIIII' GU PINEVIEW P.U.D. PHASE II PC LFL STA 52+31.12 Ld EL=5083.96 wD PT LFL STA 52+38.64 EL=5084.00 IN 53+00 N00°01'59"E $s 'FL34 54+00 165.41' C-I J w� ow Now A n 6�. J -52+ U N04°20'2501E TYPE 2 (SECTION IIB) C&G 156.62' C LFL STA 53+95.26 EL=5085.00 2-2" PVC SLEE 0 TYPE 2 (SECTION IB) C&C �- - 53+00 T 35' EX DE & UE MATCH I X EL=5087.09� PCR EL=5087. 08� PROPOSED HEADWALL (SEE GRADING PLAN FOR DETAIL) PROPOSED FL -FL INT STA 55+75.60 ROW- - EL=5086.25 .e . e . y JFIQ)rL3 FL STA +71.17 085.49 G G ---0-54+00- 55+00 _N04°31'59"E 478.81'- r� PCR LFL STA 55+49.98= CL STA 55+49.19, 53.45' LT EL=5085.99 - w 55+00 -H -J EX C&G w W 53+00 _ - W C 54+00- _ - W E0 -55+00 _ ESQ E'er �- _ FTC I� � E r S�EX ROW EX THE WOODLANDS CONDOMINIUMS P.U.D. � A 8 0 a.. <4 x p d d• R� � �• 1 �• 4 PROPOSED FULL DEPTH ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PEDESTRIAN RAMP DESIGNATION © (SEE SHEET 24) z_ O W a z I °I W II°II N86°22'36"W 0.88 III ,I I ASAWCUT LINE (TYP 56+00 I PROPOSED 10' CONIC CROSSPAN w - w 56+00 Foes HARMONY ROAD W 25 O 25 5o SCALE: 1 " = 50' U Z o I� z W W � 00 c FRCC T ENTRANCE PINEVIEW P.U.D. PCR MATCH EX EL=5087.27 FL -FL INT STA 56+35.43 EL=5086.86 NARROW SW TO 5' PCR LFL STA 56+57.64 WK CL STA 56+56.12, 45.03' LT EL=5087.09 PC LFL STA 56+80.25 EL=5087.35 e6' . ° 5't_ N04°31'O9J E 157+00 FL38 2261' - CONIC CURB RAMP W/ nTRUNCATED DOMES (TYP.) - - n--of'*-�SAWCUT LINE (TYP.) 57+00 0 PHASE I BEGIN PROPOSED SW MATCH EXISTING �CL STA 57+40.4, 45.5' RT TRACT A END PROPOSED TYPE 2 (SECTION IIB) C&G (UE & DE) MATCH EXISTING PT LFL STA 57+63.26= CL STA 57+61.58, 40.00' LT EL=5088.30 _ 58+00 O 59+00 J 00 0 I 59+00 0 5 08+ Oo m SHIELDS CL= r J Z SECTION LINE W - - w - w 0- w _ U= -- FLOWLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH FL34 7.52 100.00 4018'26" S02011'12"W 7.52 FL35 75.92 1093.00 3`58'46" S02°32'36"W 75.90 FL36 39.67 25.00 90054'35" N40055'18"W 35.63 FL37 35.57 25.00 81 °31'50" N45°17'54"E 32.65 FL38 83.02 1057.00 4°30'00" NO2°16'59"E 83.00 RECORD DRAWING DATE: 11 /11 /09 .Xka XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. °r 33441 r' POD:, SS�ON AL ENG INTERWESTrMj CONSULTING GROUP Computer File Information Index of Revisions �T Fort Collins ----- �= DEPARTMENT OF 0-POR� 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221 -6378 Region 4 PJG As Constructed SHIELDS PLAN SHEET STA 51 +75.00 TO STA 58+61 .58 Project No./Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR-Plan(Shields .dwg Detailer: J. LOFTON Void: Sheet Number 22 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset: PLAN Subset Sheet:: 3 of 8 Cl - 295 3 i FUTURE RIVEWAY--'� R= 30 � 508565 85.3 ; ° 5'± a R=30'� R=3'=- 5084.99 FL 5085.49 TBC 5085.04 FL/TBC \� rROWI / 1 2' DRIVEWAY DETAIL II J� II 1 i1=2011 Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Plan(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH 5085. 77 ,-5085.85 L5085.19 FL 5085.69 TBC 5085.14 FL/TBC _PAV R ° 0 Index of Revisions PROPOSED CONIC PAVEMENT (DRIVEWAY) 5085.4± EX 5085.97� ROW- 5086.24� 8'I 5085.59 FL J 5086.09 TBC 5085.64 FL/TBC o ° 0 � o ° EX DRIVEWAY ° ° e / v ,� 5086.10 f---16' — n Tl r— Jn of --- 4 -0 + 00 O O O f-1 11 I 5085.6± EX RELOCATED MAILBOX -5086.48 ° ° p ° p ° p L5085.82 FL 5086.32 I TBC 5085.77 FL/TBC DRIVEWAY DETAIL IiBII Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 1 ►=20" oT DEPARTMENT OF TRANSPORTATION' 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG EDGE OF EX GRAVEL 5087.5± EX PROPOSED ABC " (CLASS 6 (8DEPTH) 5086.24- ROW5086.66—\ ° 5086.00 FL J 5086.50 TBC 5085.91 FL/TBC 16' F n � r- r- D J + fTl (-,] = O O < Frl 5087.3± EX -5086.02 5086.26 �5085.60 FL 5086.10 TBC 5085.69 FL/TBC DRIVEWAY DETAIL II^II RECORD DRAWING DATE: 11 /11 /09 -XkX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 111=20' 33441 SS�ONAL ..... SHIELDS PLAN SHEET DRIVEWAY DETAILS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: PLAN Subset Sheet:: INTERWESTWO CONSULTING GROUP Project No./Code AQC M455-074 15572 4 of 8 Sheet Number 23 C1 - 298 e LIP OF PA TOP BACK OF Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Plan(Shields).dwg Acad Ver. 2007 Scale: NTS Units: ENGLISH P BACK OF CURB _OWLINE LIP OF PAN Index of Revisions TE: PEDESTRIAN RAMP C Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221-6378 < a 0 W n O O 0 G C 0 0 0 0 G 0 v,0`. U) 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG ILIP OF PAN FLOWLINE OP BACK OF CURB RECORD DRAWING DATE: 11 /11 /09 yXX t. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. pow:. ��� SS�ONAL ENG As Constructed SHIELDS PEDESTRIAN PLAN RAMP SHEET DETAILS No Revisions: Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: PLAN Subset Sheet:: ■ INTERWEST1M CONSULTING GROUP Project No./Code AQC M455-074 15572 5 of g Sheet Number 24 C1 - 298 00 a CM i CLASS A BEDDING CLASS B BEDDING TRENCH WIDTH AS SPECIFIED I � TRENCH WIDTH AS SPECIFIED LOWER LIMIT OF LOWER LIMIT OF / / TRENCH WALL SLOPE 12 IN. MIN. TRENCH WALL SLOPE 12 IN. MIN DENSELY DENSELY / COMPACTED I II MATERIAL PIPE O.D. COMPACTED PIPE O.D MATERIAL 1/4 PIPE O.D. PIPE O.D. + 8 IN. 3000 P.S.I. COMPACTED GRANULAR II� CONCRETE 1/8 PIPE O.D. 1/8 PIPE O.D. MATERIAL OR 4 IN. MIN. OR 6 IN. MIN. CLASS C BEDDING ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED 1 � TRENCH WIDTH AS SPECIFIED / LOWER LIMIT OF TRENCH WALL 12 IN. MIN. LOWER LIMIT OF TRENCH WALL 2 IN. MIN. SLOPE / SLOPE DENSELY COMPACTED MATERIAL I J- —}— PIPE O.D. UNIFORMLY PIPE O.D. GRADED ROCK OR 1/4 PIPE O.D. COMPACTED SELECTED GRADED GRANULAR MATERIAL COMPACTED GRANULAR 1/8 PIPE OJ 6 IN. MIN. MATERIAL OR 4 IN. MIN. UNSTABLE SUBGRADE SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED LOWER LIMIT OF TRENCH WALL LOWER LIMIT OF 12 IN. MIN. X SLOPE TRENCH WALL SLOPE DENSELY °a 0° o 00°0-,0 0,u �U°off o COMPACTED o Oc o °0000° °o Oo Do`�oo 00 Oo°0°,Oo°�° D`oC COMPACTED BACKFILL oc°o oGOoo 000 o°OC, GRANULAR OR + ooOp O�Do °a o0 UNIFORM GRADED GRAVEL oo °oOoo04 o � o°0 0°0 °a°Ooo MATERIAL FILTER ooc o�°o 4 IN. MIN. 0 DC, PERFORATED OU0000°° oc°c?o°o 000 °c ��CUoo Apo OR o Oo O o°O� O o Oo O c O 0°0�0 °° oao °o° oho °o°° 6 IN. MIN. C)O°o0 0 O.oO o 0°00 o O.00 SLOTTED PIPE 1 1 IN. FILTER MATERIAL ROCK NOTES: LARGE STONES, BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. STORMWATER BEDDING REQUIREMENTS APPROVED: DETAIL CITY OF FORT ® STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 1/12/00OLLINS D — 1 DRAWN BY: SKC City of Fort Collins Computer File Information Creation Date: 1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR— Plan (Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH ndex of Revisions i . _f \14 ay v_.. � PERSPECTIVE Ramp if necessary Right of Way line Detached) 1,12 Sidewalk max I I6I cs f � TYPE I X=2 min X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk `er to Chapter 26 for minimum removal dimensions. W = Width IA B __ A. I I€ N T N r � I N Driveway Width Varies tea° v 14 112 max. 4S Attached Sidewalk Back of curb Lip X-6-0" TYPE II O5 IDTANSION 112 dt c t:24 i c WALK 2s SECTION B-B NOTE d WALK 1. Concrete driveway must be provided to the property line. 0 1 48 SLOPE in 1/4" PER Fr i� Expansion joint if drive WALK continues as concrete -1:11 N.T.8. Y r SECTION A -A t N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION N0: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 7O6 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 � oT DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG �U 8i m zW I I ICI oz W —4- J a o z �¢ CL z a a. 7 J P > s� 4" DIA. X 12" DEEP 8 BLOO OL POST�C I r ¢ FOR ¢ y I ¢ DESIGN TO BE APPROVED r I I I § 0 BY LOCAL ENTITY ENGINEER IS IS CD STANDARD DETAILS FOR RAISED MEDIAN GEOMETRY : � LA.RIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWING STREET STANDARDS DATE: 04/01/07 801 RECORD DRAWING DATE: 11 /11 /09 ,XXr. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 33441 p0^ ,•26W SS�•E� ONALG SHIELDS PLAN SHEET DETAILS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: PLAN Subset Sheet:: I NTERWESTIOM C O N S U L T I N G G R O U P Project No./Code AQC M455-074 15572 6 of g Sheet Number 25 C1 - 298 I '. V R FLARE OPTION n OPTION STANDARD GRAY PLAN VIEW N.T.& me TYP y O' CURB tw or as TRANSITION Thmooted Dane 1111MMIM9 Detectim 1:25 slope Wid 1:12 (max.) � MAX. E a' RAMP I1171-1 PARTIALLY COLORED 00NCRE7E SECTION A —A N.T.S. NOTES: 1, NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 8 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3, JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' CR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES, 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 5 FEET 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENTTRANS70NS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8 T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Plan(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Index of Revisions 4' Min. Flat Rest Area 4" Min. 1:12 MAX 1:12 MAX Show street surface SECTION A —A Minimum area of nose Island 50 ft2 Truncated Dome Warning Detection (bp.) A Min. 4' A 0 8 Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shell be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 oT DEPARTMENT 0 POR 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG �.i 1f4•� HOT POURED JOINT 1f8°RECESS I MATERIAL 1/4° SAW MIN. DEPTH � 'T 3/BACKER ROD SAWED JOINT --® t LONGITUDINAL JOINT, T/3 TRANSVERSE JOINT, T/4 SOJIER Gl�liRSt PA --ERN DAVIS '---DAVIS COLOR BRICK RED CO' C BRICK ICI Ii FROOM Q_„RFACF HOT POURED JOINT 1/8"RE[N�.' II MATERIAL �L V da1/8• BACKERROD d SEAL AT �® CONSTRUCTION JOINT L 1C" _YP. 40" #t� REBAR C 12" O.C.- --12" WHITE TOP BAR i3Y ' S"itE-ET GRIN >- SC_DILR COURSE P.ATrFRN DAVv' S CDLOR S? CK \ED L� TYPICAL CROSSWALK DETAIL N.T.B. ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) LARIMI COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 11/08/00 1612 As Constructed RECORD DRAWING DATE: 11 /11 /09 XX-XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 Pow: � SS10NAL°ENG SHIELDS PLAN SHEET No Revisions: DETAILS Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: PLAN Subset Sheet:: INTERWESTIK:;R CONSULTING GROUP Project No./Code AQC M455-074 15572 7 of 8 Sheet Number 26 C1 - 298 GO 04. 04 . MEDIAN WIDTH VARIES SEE NOTE MEDIAN C&G TYPE 2 (SECTION IB) (TYP) \//\\//\\\ COMPACTED FILLL \ - 101 KIIL PLASTIC VISQUINE\ \ \ \ \ \/ / /SUBGRADE / SUBGRADE\ \/ \ \ \\ \ j \/ \/, / / ,`/, //, , / \/\\\ 4 PERFORATED PIPE WRAPPED \ / ,WITH WEED BARRIER CDOT CLASS "A" FILTER MATERIAL 1. MEDIAN FILL SHALL BE LEFT 3" BELOW TOP BACK OF CURB TO ACCOMODATE FUTURE LANDSCAPING & MULCH. TYPICAL LANDSCAPED MEDIAN SECTION NITS MEDIAN WIDTH VARIES HARDSCAPED MEDIAN MATERIAL (SEE NOTE 1) 2% / - COMPACTEDI FILL -I MEDIAN C&G TYPE 2 (SECTION IB) (TYP) SUBGRADE \ \ \ \ \ \\ \ \\ \ \ \, \\ \ , %\\ \ \ NOTE: 1. HARDSCAPED MEDIAN COVER SHALL BE 4" COLORED CONCRETE (SAN DIEGO BUFF) WITH EXPOSED 3/8" AGGREGATE. TYPICAL HARDSCAPED MEDIAN SECTION \\ FINISH GRADE CREW CAP CLEANOUT FOR LANDSCAPE AREAS f� CITY OF FORT COLLINS SEWER CONSTRUCTION APPROVED: DETAIL UTILITIES DETAILS DATE: — City of Fort Conine DRAWN BY: — RECORD DRAWING DATE: 11 /11 /09 yXX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 �E Pow:. : ��� F ••••........: iiii's SS�ONAL ECG I N T E R W E S T iiii\: C O N S U L T I N G G R O U P NTS Computer File Information Index of Revisions �T FOCtCO«Il~iS —���� .� DEPARTMENT OF O-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221 —6378 Region 4 PJG As Constructed SHIELDS PLAN SHEET DETAILS Project No./Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 1 2/1 5/08 Initials: JDL Full Path: Revised: Designer: J. LOF70N 15572 Drawing File Name: 104601200FOR—Plan(Shields).dwg Detailer: J. LOF70N Void: Sheet Number 27 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset: PLAN Subset Sheet:: 8 of 8 C1 - 298 I r� V 00 5090 5090 w� 00 _+ 0 Q �a w F-- V) X w EXISTING GROUND 0.83% 5085 5085 _ — — — — — ---- ---- /� PROPOSED ---- ------ ---- 1_ GROUND � J W W � 0 5080 5080 Q3 o h Qp) ho h � L h h o� � h LC) cc �o 40+00 41 +00 42+00 43+00 44+00 LEFT FLOWLINE PROFILE —5090- 5090 0. /00x EXISTING GROUND — — — 5085 5085 — — — — — 5080 5080 m o N rn r\ 40+00 41 +00 42+00 43+00 44+00 Computer File Information Creation Date: '1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Profile(Shields).dwc Acad Ver. 2007 Scale: H-1:50 V-1:5 Units: ENGLISH ndex of Revisions RIGHT FLOWLINE PROFILE Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: RECORD DRAWING DATE: 11 /11 /09 .XX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. w z on" U w z l� U 25 O 25 5o HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' SHIELDS PROFILE SHEET STA 39+00.00 TO STA 44+75.00 Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: PROFILE I Subset Sheet:: Project No./Code AQC M455-074 15572 1 of 3 1 Sheet Number 28 C1 - 296 c.a 180' VC WII HP EL= 086.65 o � 00 n HP STA= 6+24.48 � � Ln o VPI STA 46+50 00 N T- II LO VPI EL= 087.12 II o cd `o 0 Q II A.D.= 2.31 Q II T- 0 L� 0 5090 5090 00 K=7 .03 w CC) Ln o o + 60 00 Ln ' ' EXISTING GROUND Q w HARMONY/SHIELDS W II J - — — —Cn � U INTERSECTION Li o � [if� U EL J a- > i t77 J _ -5085 5085 0 .88� / \ \ -, . 4 �� - -�5 0.64% PROPOSED FL70'ADE , \ / -� OC) n 15' TYPE R INLET 15' TYPE R INLET LL ��_\ Jw - LLI 5080 5080 � W .NCO Imo aO cps r� I\o Sao cfl �� N No cp n N Op ph Lr 00 cD 00 CID 00 (0 °0 00 o0 00 00 00 QO O o0 rr) 00 T- ap 0 ) 0`0 o 0 o o Le L) eo �o ho LO �o In n o Ln � in O Ln Ln Ln Ln Ln Ln Ln Ln o Ln 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 LEFT FLOWLINE PROFILE w z rx� V 180, VC o � HP L=5086.64 Ln + HP S A=46+31.80 Ln o o M o Ln N rn O � Ln �j Ln o In 00 VPI TA=46+60 + co + N r i o0 O 00 w� Q � VPI L=5086.97 o � o + 00 + 00 Lri rn O x 5090 `n `J' 5090 U4 Cn w � J Q II II J II II =+ o0 Q ICI J U U K=112.36 EXISTING cn w c~n w Q w Q w U O II �Q w > > GROUND � � _ _ � C Q LII w ~ X _ _ _ _ _ a_ a U U Q �' W > > ----- -----_ HARMONY/SHIELDS � w -1.057 — — _ INTERSECTION 5085 q — _ 5085 PROPOSED FL GRADE 49% (0.737o)— — — 1 o — —7 2�o 5, .08y CD —J r v IJ Jw m � c d c ,X, m o 00 o 5080 W J 5080 a- P90 R@@ 2J0) O� C0 N" oyco CN 33441 N N N N C0 LD LO phO p O p p -�o' 00 00 p 00 00 00 Do 0o 00 00 ao O o O O O o � ?'•. .........))�OLO LO n LO LO LO In Ln Ln O n LO SNAL �N 45+00 46+00 47+00 48+00 49+00 50+00 00 In 51 +00 Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Profile(Shields).dwc Acad Ver. 2007 Scale: H-1:50 V-1 :5 Units: ENGLISH Index of Revisions RIGHT FLOWLINE PROFILE Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221-6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11111 /09 XX-XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 25 O 25 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' SHIELDS PROFILE SHEET STA 44+75.00 TO STA 51 +75.00 Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: PROFILE I Subset Sheet:: I R T E R W E E T MM CONSULTING GROUP Project No./Code AQC M455-074 15572 2 of 3 Sheet Number 29 C1 - 298 i r-- c.> GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. ALL STORM SEWER CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 4. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO BEGINNING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 10. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 11. THE MINIMUM COVER OVER WATER LINES IS 5 FEET AND THE MAXIMUM COVER IS 6 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 13. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 14. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED FROM THE CITY OF FORT COLLINS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 16. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 18. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 20. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 21. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. Computer File Creation Date: 11 /12/07 Last Modification Date: 12/15, Full Path: Information Initials: JDL Initials: JDL Drawing File Name: 104601200FOR-GN.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH Index of Revisions Fart COttins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 -6605 FAX: (970) 221-6378 22. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF FORT COLLIN'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE CITY OF FORT COLLINS ENGINEER. 24. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS ARE AS FOLLOWS: BENCHMARK 1: CITY OF FORT COLLINS BM# 16-94, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SOUTH SHIELDS STREET ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV=5084.52 (NGVD 29 UNADJUSTED) BENCHMARK 2: NW CORNER SECTION 2, HARMONY/SHIELDS INTERSECTION. 3-14/" ALUMINUM CAP IN MONUMENT BOX. STAMPED PLS 5028. ELEV=5083.09 (NGVD 29 UNADJUSTED) 25. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 26. EXISTING CURB, GUTTER AND SIDEWALK, AS WELL AS EXISTING FENCES, TREES, STREETS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. 27. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY OF FORT COLLINS ENGINEER AND/OR THE CITY OF FORT COLLINS INSPECTOR AT THE TIME THE CUTS ARE MADE. 28. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 29. AFTER ACCEPTANCE BY THE CITY OF FORT COLLINS, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 30. A PAVEMENT MIX DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE JOB MIX ENGINEER FOR APPROVAL, PRIOR TO PLACEMENT OF ANY ASPHALT. 31. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHELL CUTS SHALL NOT BE ALLOWED. THERE SHALL BE NO SEPARATE PAYMENT FOR SAWCUTTING. 32. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 33. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO, MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER, SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. 34. THERE SHALL BE NO STOCKPILING OR SIDE CASTING OF WASTE MATERIALS INCLUDING BUT NOT LIMITED TO PAINT CHIPS, ASPHALT, OR CONCRETE ADJACENT TO ANY DRAINAGES (INCLUDING DRY DRAINAGES). PAINT MATERIAL REMOVED IN THE COURSE OF RESTRIPING SHALL BE PROPERLY CONTAINED AND DISPOSED OF TO PREVENT SUCH MATERIALS FROM ENTERING WATERS OF THE STATE. 35. ALL CONSTRUCTION SURVEY WORK TO BE DONE BY CITY OF FORT COLLINS SURVEY DEPARTMENT. 36. THE PAVEMENT SMOOTHNESS CATEGORIES IN RELATION TO "HMA PAVEMENT ROADWAY SMOOTHNESS" & "PORTLAND CEMENT PAVEMENT ROADWAY SMOOTHNESS" SPECS SHALL BE: HMA PAVEMENT - HRI CATEGORY II PORTLAND CEMENT CONCRETE PAVEMENT - CATEGORY III 37. TWO BORING SAMPLES (MFG-14 & MFG 15) INDICATED SULFATE CONCENTRATION LEVELS (575 & 325) THAT WERE WITHIN THE MODERATE ACI RISK CATEGORY. CONTRACTOR TO FOLLOW THE PROJECT'S SOILS REPORT RECOMMENDATIONS FOR ANY CONCRETE WITHIN THESE AREAS. 38. CONCRETE SULFATE EXPOSURE FOR THIS PROJECT IS CLASS S1 (MODERATE). 39. ALL CONCRETE FOR SIDEWALK, CURB AND GUTTER, MEDIAN COVER, CURB RAMPS, GUTTER PAN, SHALL BE CLASS B UNLESS DIRECTED BY THE ENGINEER. wj 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 XX-ff XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLONS SURVEY DEPARTMENT. 33441 r 3� TONAL E As Constructed GENERAL NOTES No Revisions: Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: GEN NOTES Subset Sheet:: INTERWESTMM CONSULTING GROUP Proiect No./Code AQC M455-074 15572 1 of 3 Sheet Number 3 C1 - 298 I w z ..I x U 00 CO 0-)N 0 M C � 0 X , M 00 00 + 00 WAKEROBIN � o = + u7 u7 6 u7 L_,AN E Ln I I `n J Q `; II Q J W Q w 5090 Cl) U w — — — 0' U a- �1.079� — — — U 0 ��——r1. 20 �— PROPOSED FL GRADE 5085 0 / — — — — — — — , EXISTING GROUND w Wo 5080 �a- 0� c0 N I� 00 .� O Cn M O M Lr] O Ln O M (\ c0 C17 O �O 0 d u7 �� 0 O �� 00 c� u7 u7 N � OOpM O �d oo O Q3� o0 O �� ao O �M 00 O 0 �M 00 O �Lr� 00 O �M 00 O 00 O 00 O 00 O 0 CX63 00 O 0 00 O 0 N O 00 O c�� 0 lr)Ln 0 h0 Ln 1t7� 1t7L 0 �L O �L 0 �L 0 �U 0 47L �L h� h h 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59 LEFT FLOWLINE PROFILE RECORD DRAWING DATE: 11 /11 /09 .XX 7. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. S 33441 r' Ape; • ��� SS�ONAL ECG 25 O 25 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' Computer File Information Index of Revisions OT Fort Collins '---' DEPARTMENT OF TRANSPORTATION DEPARTMENT 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS PROFILE SHEET STA 51 +75.00 TO STA 58+61 .58 Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—Profile(Shields).dw Detailer: J. LOFTON Void: Sheet Number 30 Acad Ver. 2007 Scale: H-1:50 V-1:5 Units: ENGLISH Sheet Subset: PROFILE Subset Sheet:: 3 of 3 C1 - 298 V. V MFL43 ;C LFL STA 45+57.70= RFL STA 45+54.61- EL=5087.47 t MFL44A- -45+00- - w GB RFL STA 45+59.66 EL=5087.61 M FL44E L1 I - LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) BROPHY PC LFL STA 49+13.53= CL STA 49+12,90, 33.00' LT EL=5084.18 PC LFL STA 45+65.02 - -•- °-` 4" SOLID UD EL=5087.27 r 76 LF -- - - ° TYPE 2 (SECTION IB) C&G PT LFL STA 47+78.60 4" PERF CROSSING _ PC LFL STA 46+80.29 6 UD CO 1 EL-5087.36 EL=5086.12 UD 60 LF UD INV= 4" PERF CROSSING CROSSING 1 CROSSING 3 CROSSING 4 80.00 UD 100 LF 5 ML41 4" PERF UD CO 2 FL45 UD 100 LF 40 _ ---- ---- -- - _ E _ _ - _ - - UD CO 3 ML37 UD CO 4 ML36 r-C PC RFL STA 46+99.88_ PT RF STA 49+14.69- - c - CROSSING 2 - PI RFL STA 48+41+21 - - - EL=5084.407 PC RFL STA 46+85.02 -EL-5088.18 MFL42 EL-5086.44 46+00 EL=5088.15. 47+00 SHIELDS 48+001 CL- 49+0 PC RFL STA 45+72.24 /=CL SECTION MEDIAN COVER LINE STA 45+72,15, 2.86' LT_ - - --c _-__ MATERIAL (DECORATIVE c EL=5087.55 (SEE SHEET 26) --c - ----- - - -SHIELDS STREET= T - - --- T T- w MEDIAN LINE TABLE LINE LENGTH BEARING ML22 13.50 S89°58'47"W ML23 13.50 N89°58'47"E ML28 13.52 S89°55'20"E ML35 13.52 N89°55'20"W ML36 73.49 N00°17'56"E ML37[1384.3933 141. N00°50'49"W 1' N09°2W 0'010"ML3811.58 S050"E ML41 0°ML40115.27 S0°17'56"W W w w FRONT RANGE COMMUNITY COLLEGE - o r. oa T o�E _----- T- T ---- - - T -- w - -- w ---- w LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) MEDIAN CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFL27 15.61 45.00 19°52'43" N80°32'48"W 15.53 MFL28 2.46 1.00 141'10'27" NO0°01'13"W 1.89 MFL29 15.61 45.00 19°52'43" N80°30'22"E 15.53 MFL33 15.61 45.00 19°52'49" S80°26'59"E 15.54 MFL34 2.46 1.00 141*10'27" S00°04'40"N/ 1.89 MFL35 15.61 45.00 19`52'43" S80°36'15"W 15.53 MFL39 15.62 45.00 19-53'11" S09°46'28"W 15.54 MFL40 2.46 1.00 141°0945" N89°42'04"W 1.89 Ml-L41 15.62 45.00 19'53'04" N09°10'39"W 15.54 MFL42 14.86 100.00 8°30'42" S05°06'10"E 14.84 MFL43 7.27 5.00 83*19'19" N46°39'40"W 7.27 MFL44A 5.05 10.00 28°57'18" N77°12'02"E 5.00 MFL44B 12.58 10.00 26°40'56" N26°40'56"E 11.77 MFL45 98.31 1063.00 5°17'56" S02°21'02"E 98.27 Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR-Median Plan(Shields).dw Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Index of Revisions BEGIN C&G CL STA 49+97,13, 119.18' LT EL=5085.19 END C&G CL STA 50+04.13, 119.22' L EL=5085.23 In I ML23 ML22 I^ PC-CL STA 48+94.28, 6.50' LT r, PC EL=5085.00 - EL=5085.05 PCC EL=5 84.93 MFI L27I \�I MFL28 PCC EL i 5084.94 �,. �-MFL39 I - PCC LFL STA 149+29.15 O -rEL-5084.12 MFL40 - 0 GB EL=5084.04t_\_w� I PCC RFL STA 49+30.31- �- EL=5084.14� _ x - I -MFL41 50+00 } Cw rl 00 n - T M FL34 PCC EL=5083.52 _ _ MFL331 PCC EL 083_52 PC-CL STA 50+70.21,- mMFL35t- - 16.00RT PC EL 5083.36 EL=5083_39 _1w I ML35, BEGIN C&G CL STA 49+86,13, 83.75' RT EL=5083.15 UNDERDRAIN CLEANOUT TABLE UD CO SHIELDS CL STA INV ELEV 1 45+65.54, 9.75 LT 5085.2 2 46+64.69, 22.70 LT 5085.0 3 47+64.44, 28.63 LT 5084.6 4 48+24.44, 29.34 LT 5083.7 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 3% DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Reaion 4 PJG L28 ° CL STA 49+93.13, 83.72' RT EL=5083.05 E:- V\ UNDERDRAIN UTILITY CROSSING TABLE CROSSING SHIELDS CL STA UD INV ELEV UTILITY ELEV 1 45+72.05, 10.60 LT 5085.2 G TOP=5081.8 2 46+46.20, 20.28 LT 5085.0 E TOP=5084.4 3 46+76.60, 24.04 LT 5084.9 C TOP=5084.0 4 47+58.93, 28.52 LT 5084.7 W TOP=5084.5 5 48+05.88, 29.12 LT 5084.0 E TOP=5083.2 6 48+26.96, 30.73 LT 5083.6 E TOP=5082.9 RECORD DRAWING DATE: 11 /11 /09 ,XX�. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: SHIELDS MEDIAN OF 0 HARMONY U UZ Uga IwFR; '` z W � CC 2 sr -caf 33441 rf SS/ONAL.ENG9 INTERWEET('�.'�. CONSULTING GROUP PLAN SHEET Project No./Code Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: MEDIAN Subset Sheet:: AQC W433-074 15572 1 of 2 Sheet Number 31 C1 - 298 u �>w i 0 O �MFLz PC LFL STA 50+62.0 EL=5083.9 yM FL47 +00 PC RFL STA 50+62.05� EL=5083.981 M FL46-J FO -PC RFL STA 50+77.6 EL=5084.2 E RECORD DRAWING DATE: 11 /11 /09 )LkK XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) UD INV=79.6 4" SOLID UD 100 LF CROSSINGS 7 & 8 FO FC PC LFL STA 50+77.66 - -- - =CL STA 50+77.37, 9.00' LT EL=5083.88 LP LFL CROSSING 9 _ STA 50+89.65----4" PERF UD-- - �EL=5083.78 100 LF� ML PINEVIEW P.U.D. PHASE II f Fn --_Fc - - -- -- .-Ft*9-- -c -- PC LFL STA 53+81.52 EL=5086.32 4" PERF UD 60 LIF TYPE 2 (SECTION IB) C&G-\,,� I Fo - =o - PT LFL STA 53+88.80 EL=5086.35 25 O 25 50 SCALE: 1 " = 50' I I II, I I °ll I. of 1 I 1• °I 1 l°I MATCH EX 111 PC=CL STA 55+92.19, I1 11 61.06' LT EL=5086.85 I 11 ° e . . M`L4 w - e MFL5 PC LFL STA 55+58.06 EL=5086.96 HARMONY W I• I � I I I S1,� W 2 II .I I. Qj a FRCC I ENTRANCE I II� I II` I -MFL54 II I I MATCH EX PC EL- I, I PC=CL STA 56+16.14, 5086.62 59.66' LT 1W� EL=5087.06 ML4714 I ` PC LFL STA 56+82.59 F,3 EL=5088.25 MFL55 e PC EL=5086.81 .p PT LFL STA 55+73.19 MFL51 MFL52 EL=5g87.09 PC LFL Sf� 561 77. 8 PC LFL STA 56+90.07 -08$.- EL=5088.55 _-z W ----- W--- - w W ML45 - �- - - - - 4" PERF UD 100 Lr I 4 PERF UD 95 LF UD CO 1 R- 54+00 ML46 UD CO 9 55+00 CROSSING 11-' V w w --- - w --- w w - - ---- o-- __F _--_ �o _--_--�---F`-----Fo _---- =F -- F - - - --- -E ----- E --- -- -E - -- -- - --- Ic - - ---- -- • - -- - _-� -•---, -J c- HE WOODLANDS Z (SEE CITYOF FORT COLLINS SPUD m W. HARMONY ROAD IMPROVEMENT" \ PLANS FOR CONTINUATION) \\ 11 PERF UD 100 LF 56+00 �Uu l U 5 53+00 UD CO 6 MEDIAN COVER SHIELDS CL= 4" PERF UD MATERIAL (DECORATIVE CROSSING 10 SECTION LINE 60 LF (SEE SHEET FO FL 26)� W - w W - - % ---------- E -- E s� LIMITS OF CONSTRUCTION \ MEDIAN LINE TABLE LINE LENGTH BEARING ML42 303.86 S00°01'59"W ML43 169.26 SO4`08'10"E ML44 104.20 SO4°31'59"W ML45 0.97 N89°58'01 "W ML46 603.75 N00°01'59"E ML47 18.02 N04°31'59"E MEDIAN CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH MFL46 15.61 45.00 19°52'43" N09`30'24"E 15.53 MFL47 2.46 1.00 141 *10'27" S89°58'01 "E 1.89 MFL48 15.61 45.00 19°52'43" S09°26'26"E 15.53 MFL49 7.28 100.00 4*10'09" NO2°03'05"W 7.27 MFL50 15.13 100.00 8°40'09" SOO-11'55"W 15.12 MFL51 5.20 1087.00 0*16'27" N04`23'45"E 5.20 MFL52 7.49 5.00 85°46'27" S47°08'45"W 6.81 MFL53 7.85 5.00 90'00'00" N44°58'01 "W 7.07 MFL54 4.67 3.00 85`14'54" N49°09'26"E 4.21 MFL55 5,16 3.00 98"3513" N44`45'37"N/ 4.55 Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 10460120OFOR- Media n Plan(Shields).d Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Index of Revisions UD CO D CO 7 SHIELDS STREET CONDOMINIUM w UNDERDRAIN CLEANOUT TABLE UD CO SHIELDS CL STA INV ELEV 5 51+65.62, 5.50 LT 5081.9 6 52+65.62, 5.50 LT 5082.6 7 53+25.62, 5.50 LT 5082.8 8 53+85.62, 5.50 LT 5083.1 9 54+85.55, 9.15 LT 5083.5 10 55+80.46, 10.93 LT 5083.9 11 56+80.45, 7.03 LT 5085.0 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 -6605 FAX: (970) 221 -6378 0 i �Z� � wd .J I � � UNDERDRAIN UTILITY CROSSING TABLE CROSSING SHIELDS CL STA UD INV ELEV UTILITY ELEV 7 51+18.54, 51.87 LT 5080.4 FO TOP=5077.3 8 51+21,12, 49.32 LT 5080.4 C INV=5081.7 9 51+51.11, 19.81 LT 5081.4 G TOP=5078.5 10 51+62.06, 9.00 LT 5081.4 W TOP=5078.7 11 55+85.47, 10.74 LT 5084.0 W TOP=5082.0 12 56+34.58, 8.82 LT 5084.5 SS TOP=XXXX.X 13 56+52.27, 8.13 LT 5084.7 C INV=5085.9 14 56+63.98, 7.67 LT 5084.8 E INV=5086.0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG 'r 33441 r' �% k SS'ONAL ECG 57+00 PC RFL STA 56+89.27 EL=5088.57 MFL53 w UD Cpw11 s PC RFL STA 56+81.41 =CL STA 56+81.12, 2.00' EL=5088.32 CROSSING 14 CROSSING 13 ROSSING 12 INTERWESTr�,"l CONSULTING GROUP As Constructed Project No./Code SHIELDS MEDIAN PLAN SHEET No Revisions: Revised: Void: Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: MEDIAN Subset Sheet:: AQC M455-074 15572 2 of 2 Sheet Number 32 2 o f12 C7 - 298 O r N N O O 00 00 Ln N r') Ln O Ln O Ln Ln MO r? O o Ln N Ln 0-)In ,ri + 5 0 9 55095 LO o+ 00 o��o o o 00 �00 + ° o 0 II Ln ;I- O Ln I I Q Ln II II Q Ln II II Q In II Q In II OLn Ln � II O Ln � o + � C6 00 + 00 Ln O cD F_ J Li Q 11 J (n J w n J w n J w n J LLJ Q II JI— Q II J Q Ln II t II o n co � oo 0 In + 4 O 00 In 00 LnQ 7 N U) w �w — CL El- w w w w — w — cn w cn J w Q II J II Q Ln II 00 00 0 O + r 4 r7 r r 6, N r FL EL >> > > > > > > > > > —— El- w II �rnrn> o o o> > > > a- a- _ _ F— J II In -j Ln Ln >>> 5090 5090 w Q w Q w > > Cn Un _ �2 �49-0.44 d > 0_ > a- d. > a- > — -0.55/0 -1• -1-4 EXISTING GROUND > > I/ _ W ° J PROPOSED FL GRADE W 5085 5085 ° I� 00 i r) O CIn N am c0 coo 00 _ 0 0')�_ ,0_3�l N CIO CDLn d- � If)O 00 ISO 00 �In �Un �Un �0 LC) �0 Ln 46+00 Ln Ln 1 47+00 48+00 49+00 LEFT MEDIAN FLOWLINE PROFILE Q% r N Ln 0 O N Ln N C>7 oO + 0 r_ + ' r 0 + 00 r 00 Ln N Ln O� O In _ � Ln Ln O r r\ In Ln r` N + + CD ao a0 0 00 oo + r\ + � � - O N ' 5095 5 0 9 5 o 0-)+ In oo 0 In O Ln In O In Q LO Q L II II Q L) II II Q In II 000 ao ao + 00 + co In Q Q n J Q n II w w <J Lj Q I J 00 00 o 0 o 0 ao °' co OQ _r0M? Cf) � c LLJ w > > > >>> n w J In J + + `t0 d_ > > > > > > > > a- > Cl) — a- w O Ln M 0 0 O In 5090 w Q ~ J w �4% �49_% 0.48% 0.26% 0.20% -0.937 - 0.92� -1.06� a_ > CL > Cn > w > Cn > > - -1.38� -0' J w PROPOSED FL GRADE — — — ,2 � 8 W o EXISTING GROUND — — �810 ' �8g- 5085 5085 — — ° W �N I�CC) (3)O 0 I�oo r< 7 O �c) 4) CQ000 d O00 0DO a0 O°0 p0 Oo 00 CC) 00 cD CC)O0 Ln o0 h 00 00 � Ln Ln Ln Ln 46+00 47+00 48+00 49+00 Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Median Prof ile(Shields).d` Acad Ver. 2007 Scale: H-1 :50 V-1 :5 Units: ENGLISH RIGHT MEDIAN FLOWLINE PROFILE index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: SHIELDS MEDIAN Designer: Detailer. Sheet Subset J. LOFTON J. LOFTON 25 0 25 50 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1 " = 5' RECORD DRAWING DATE: 11 /11 /09 XX:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 'M 33441 �SS�ONAL•ENG\ INTERWEST a CONSULTING GROUP Project No./Code PROFILE SHEET AQC M455-074 MEDIAN I Subset Sheet:: 15572 1 of 2 Sheet Number 33 C1 - 298 GD (7► N i 00 �C) Ln (_0 r` O o 0 Lfl o In 0. � ao 00 00 + 0000 O Ln O M o r7 + r + a0 + 00 CD 0 5095 5 0 9 5 M Ln O 0 In M 0 00 0 + � LnCD Ln + oo � `n 00 O Q o `n Ln 11 Ln Ln II Ln J I I Q I I w O 0 r� N o 0 rn o + � Ln I j 00 + O Ln cD 0LO � Ln 000 I II Q Ln J (n w QQ Cn -J w w � Ln c 05 CD oo Ln ± Co + n Ln o N Ln Lf� oo o IN Ln 00Ln o Ln II 0 Ln LO II Q Ln II II Q Ln II Q II Q J � II J � J w cn w — a — a a_ > (j a- a_ > > > NN co , rj CZ)Ln ' `� I I 0 I I Q Ln 11 Q Ln I I II Q � J � J w c~n w cn w cn — w — a_ — a_ — a_ > — a_ > > > > > + w + 00 0 Ln � n I I w W w cn - w - a_ _ > — > — > a_ > ' a_ ' ' ' �' LnLl=j - > 5090 5090 Q I J w Q J w II w _ > — ILL � > > a > a > > > CO ��� U q- - > C � > ; EXISTING GROUND 1.03% 1.13% > > 49%— — —.2U - 0.32 0 0.96% .. _ LJ 0.65� —� PROPOSED FL GRADE W 0 _ — — �7�� 5085 5085 l0.aiz 70 1.0W -0.91% Ln � `� r\ Ln CO � � � O� N NCD CO � CQ O°O 000 O00 0o0 O°O O00 O00 000 O00 r� Oo0 O L() 00 0 O � 00 L f) 0 0 Lc� 0 o Lr) o Lr) O l� 0 L� O L() 0 L() 0 Ln Ln LO 51 +00 52+00 53+00 54+00 55+00 56+00 LEFT MEDIAN FLOWLINE PROFILE RECORD DRAWING DATE: 11 /11 /09 1D(-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 25 O 25 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' r N N CD 0 00 0 � 0 + + r7 00 00 CD 00 O O O L0 q Ln 5095 5095 0 00 00 N Ln r) + Ln + � 00 Ln 000 LO o ii o I `jj II J O °' o L°'n Ln + oo L 7 + rn co o0 + 00 Ln 00o o Lin 00 0 ,n Ln I I 0 0 Ln I I o II Q Ln I I Q II J Q w Q C— w Ln 0 00 co c0 O o 0 `r Ln + o U6 + N LII Ln o0 N Ln 00 0 Ln I I 0 Ln Ln I I Q 0 Ln II Q Ln II Q i- Ln 11 J Q 11 J Q i- cn J w cn J w cn — LLJ — � — a> — I L — a w > N rn I� + N + o II o Ln < o J Q � Ln II J Q II J w < � I I J w � cn J w in — w — M w — a — > — a_ > — IL > a > > > > co 0 0 0 00 o Ln II Ln Q J w Cn w — — a_ a. — a — a > > > > > Ln 11 `" w — — a_ a_ a_ a_ ' ' ' ' 5090 5 0 9 0 � IJJ � i J cn w > > ' ' 0 > a_ > a_ > EXISTING GROUND --D 6 — 0.2 6-% 0.46% 0.45% — —0_41%— --0-�°- w 1.01% 0'58% PROPOSED FL GRADE W o — — 5085 5085 0 M � phJ 00 00 � i\ Ln �00 o � � r�\ � Ln O c0 N c0 �00 CO � � ao 2p a�0o00 oo 0 L� 00 o no 00 Lc o0 o L� 00 � 0 o o � oL) Lf) 0 n L f) 00 0 LnLn Ln Ln Ln n Ln Ln Ln Ln INTERWESTM CONSULTING GROUP 51 +00 52+00 53+00 54+00 55+00 1 56+00 Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—Median Prof ile(Shields).d� Acad Ver. 2007 Scale: H-1 :50 V-1:5 Units: ENGLISH RIGHT MEDIAN FLOWLINE PROFILE Index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 U DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: SHIELDS MEDIAN PROFILE SHEET Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: MEDIAN I Subset Sheet:: 2 of 2 Project No./Code AQC M455-074 15572 Sheet Number 34 C1 - 298 CCP 4 !V v I TRACT D WE&DE) I. Z .. LL I- U H U 20' DE & UE Computer File Creation Date: 1 1 \ 12\07 Last Modification Date: 12/15 Full Path: 0 ry N �- J L� J N 00 40+00 WESTBURY P.U.D. 2ND FILING TRACT E WE&DE) EX C&G — SHIELDS STREET 41+00 42+00 SHIELDS CL= SECTION LINE — — — — EX C&G — —EX ROW Li FRONT RANGE 3 COMMUNITY COLLEGE 3 >r L nformation Initials: JDL 3 Initials: JDL Drawing File Name: 104601200FOR—GR(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH NOTE: 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). Index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 OT DEPMZTMENT OF TRANO�ORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG -a- — HARMONY COLLINS SAWCUT z loom —i LINE (TYP.) 4 ' --j 43+00 44+00-1 86.57 T — � lif�t o -H _ V o EX 85.8±-4 86.09 PROPOSED CROWN � _— --� �, I EX A & TE I� RECORD DRAWING DATE: 11/11/09 -X XY..XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 33441 r• �SS�ONAL •E�G� I N T E R W E! T CONSULTING GROUP SHIELDS GRADING PLAN STA 39+00.00 TO STA 44+50.00 Designer: J. LOFTON Detailer: J. LOFTON Project No./Code AQC M455-074 15572 Sheet Subset: GRADING Subset Sheet:: 1 of 5 Sheet Number 35 C1 - 298 W z PROPOSED CRO7WN _ E `' 87.4 r 87.03 --- .4 �86.57 45+000 E e . e P BROPHY I _ DE & UE TYPE C INLET (SEE NOTE 1)_ I 24" SD I (SEE NOTE 1)� I 15' TYPE R INLET (SEE NOTE 1)� PROPOSED ROW n n . . P •P J O, TYPE 2 (SECTION IIB) C&G ` �+� I0 TYPE 2 (SECTION IB) C&G —� c L p gSHIELDS CL= +00 47+00 SECTION LINE 4 48+00 4 SHIELDS STREET TYPE 2 (SECTION IIB) C&r' r p 4 b, 0E - — - L - - e FRONT RANG E p COMMUNITY COLLEGE NOTES: 4 4 P 4 14 4 EX ROW a 4 � �' P4 4 D 4 ' —w 25 • 25 50 SCALE: 1 • HARMONY ROAD W U UZ �9 16 Z W qT 4 20 T PINEVIEW P•U.D. LIMITS OF CONSTRUCTION PHASE II (SEE CITYOF FORT COLLINS TICE W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) EX DE & UE 4 PROPOSED 36" FES p 4 I �O p % 4 A... ♦ �{.r 00 ..II e 4 p, O p ° v A J 4 p a,�w��49+OC ° I LL 4 p �i 4 p a p . b 4 e ° 4 p p 4 a 4 a ° _ 1), HD 11H IN FOR INTERSECTION GRADING ,SEE HARMONY/SHIELDS INTERSECTION GRADING PLAN °MODIFIEJUNCTION, 4 D A q,D �50+00 4 ra 4 �o p ° t, dIdI *\ ,TYPE 2 (SECTION IIB) C&G i■i PROPOSED 15' Yz TYPE R INLET, low A _ EX J6, TYPE 2 Q 4 4 (SECTION IB)' 4 a _ C&G Nv 4 p �J 4 51 +00'• • D 4DPROPOSED HC RAMP W/- E_ • — 'e _ _ TRUNCATED DOMES (TYP.)E �'0 4 R. 30' EX , DE& UE L SD MH (4'0) SEE NOTE 1 I LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT \\ PLANS FOR CONTINUATION) a CJ�I 1. STORM PIPE, INLETS & MH'S SHOWN ARE FOR INFORMATION ONLY INSTALLATION OF ITEMS SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE "W. HARMONY ROAD IMPROVEMENT PLANS" 2. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS (ASTM C443). RECORD DRAWING DATE: 11 /11 /09 14X:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 SS�ONAL ECG Computer File Information Index of Revisions OT FOC� Collins----- DEPARTMENT OPO 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS GRADING PLAN STA 44+50.00 TO STA 51 +75.00 Project No./Code Creation Date: 11 \12\07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFfON 15572 DrawingFile Name: 104601200FOR—GR(Shields).dw 17 Detailer: J. LOFTON Void: Sheet Number 36 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH I Sheet Subset: GRADING Subset Sheet:: 2 of 5 C1 - 298 PINEVIEW P.U.D. PHASE II 35' EX DE & UE PROPOSED WALL "A" (SEE DETAIL PER SHEET 38) 5080 5085 1080 -- - --- A ?, a a •a p � A .,... A. . _ LL ..... r J 4 A z a . A _° � a 52+00 - `V 1 N J �w • - TYPE 2 (SECTION IIB) C&Gzz�-" TYPE 2 (SECTION IB) C 53+00 EX C&G —5085 PROPOSED ROW I SHIELDS STREET z25 0 v 25 50 mm mSCALE: 1 " = 50' � Z I`I W5 Il l' 111,' �? PINEVIEW P.U.D. 29 x45 HE SD (2) SAWCUT LINE E (TYP.) X Z9 fin" 11L `;D )�2) ` I, PROPOSED SD MH (6'0)(2) �� \\ EX ROW/I Computer File Information Creation Date: 11 \12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—GR(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH THE WOODLANDS CONDOMINIUMS P.U.D. ndex of Revisions PHASE I TRACT A (UE&DE) PROPOSED 10' T CONIC CROSSPAN SAWCUT LINE (TYP.) 57+00 SHIELDS CI = SECTION L I w U Uz 0 U. ~ Z W GaS U) = o j FRCC Z z I Ow m z I NOTE: W I 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS. x RECORD DRAWING DATE: 11 /11 /09 1SX�XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 SSfONAL E�G� INTERWEBTUM CONSULTING GROUP Fort Collins oT ---' DEPARTMENT OTRANSPORTATIONNO 1420 2nd Street 281 North College Avenue Greeley, CO 80631 As Constructed SHIELDS GRADING PLAN STA 51 +75.00 TO STA 58+61.58 Project No. Code Revisions: AQC M455-074 Revised: Designer: J. LOFTON 15572 Detailer: J. LOFTON Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221 —6378 Region 4 PJG Void: Sheet Number 37 Sheet Subset: GRADING Subset Sheet:: 3 of 5 C1 - 298 i li 0 PROPOSED HANDRAIL (SEE DETAIL HEREON) 1.6' 10.0' PROPOSED WALL ° ` /J (SEE DETAIL SHT 39) / r, , ' �\ \\ r /�rj 6" SIDEWALK W/ \// �� PROPOSED CHANNEL W/ "6" COMPACTED SUBGRADE \/ 0 0 18" DEEP RIPRAP / r //; /'' / \ o � o / "TYPE 2 SECTION IIB C&G cr."-o'\r\/ r\ \/ ` \ /\r �'\ / / \/ /; \ \//\'/ /�Xr/�� II II WALL A B3 B4 --oa" B5 PLAN VIEW 1 "-20` T0B1 B2 87. • renue / --FG BEHIND TOP OF WALL 80.5T 0:004 v :`o 33441 r• /ONAL ECG INTRRWRlTM CONSULTING GROUP TOP OF WALL (PROPOSED ;n PROPOSED 29"x45" HERCP Q0 29"x45" HERCP 7.0' 9.6' 3.4' 00 z z TOP OF FOOTING w� z o PROPOSED HANDRAIL Qw �FG IN FRONT OF BOTTOM OF WALL WALL IIAII SECTION BwB WALL "A" " SECTION AmA I 1 87.0 14.0' 9 g 83.5 n 82.0 Q �80.5 Al � FACE OF WALL POINT SHIELDS CL STATION FIG BEHIND TOP OF WALL ELEVATION FG IN FRONT OF BOTTOM WALL ELEVATION 31 55+53.61 LT 96.14 5085.10 5085.10 B2 55+53.29 LT 92.15 5086.30 5083.76 B3 55+51.71 LT 71.97 5086.87 5082.35 B4 55+43.22 LT 72.64 5086.80 5083.82 B5 55+33.35 LT 73.42 5086.74 5085.32 B6 55+19.39 LT 74.52 5086.65 5086.65 _ Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR-GR(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH ndex of Revisions Fort Coltins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 -6605 FAX: (970) 221-6378 N SUMMARY OF QUANTITIES ITEOM DESCRIPTION UNIT WALLA 206 STRUCTURE EXCAVATION CY 35 206 STRUCTURE BACKFILL (CLASS 1) CY 18 206 FILTER MATERIAL (CLASS C) CY 10 601 CONCRETE CLASS B (WALL) CY 33 602 REINFORCING STEEL TON 0.7 703 COURSE AGGREGATE (#57) CY 10 514 HANDRAIL LF 18.5 0 DEPARTMENT 0TRAM'POWATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: RECORD DRAWING DATE: 11 /11 /09 )04-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 1-1 /2" 0 STD. WT. WELDED STEEL PIPE 6' TYP. R=6" (MIN.) ° L ° L p ° I] ° PROPOSED CONCRETE RETAINING WALL *OPEN CLEARANCE BETWEEN INTERMEDIATE RAILS IS 4" OR LESS. HANDRAIL DETAIL SHIELDS GRADING PLAN Project No./Code WALL DETAILS AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: GRADING Subset Sheet:: 4 of 5 1 Sheet Number 38 C1 - 298 i CHAMFER EXPOSED EDGES TOP OF WALL #5 @ 10" O.C. VERTICAL (BENT INTO FOOTING) o� w cn = O O _ a-Ed O X = w_ w _J = #18" DEEP Q RIPRAP� TOP OF N FOOTING 10" II • 2" #5 @ 12" O.C. HORIZONTAL 1" DIA. WEEPHOLES @ 6' O.C. 3" J, 10� FOOTING " VVIDTH B" WALL SECTION A 3—#5 VERTICAL AT SIDES OF HERCP 12" WIDE COURSE AGGREGATE #57 -PROVIDE FILTER FABRIC BETWEEN SOIL AND DRAIN ROCK #5 @ 10" O.C. �-5—#5 CONT. RETAINING WALL SCHEDULE WALL "H" HEIGHT EXPOSED HEIGHT FOOTING WIDTH "B" KEY DEPTH "K" 6'-1" — 7'-0" 4'-1" — 5-0" 5'-6" 6" 5'-1" — 6'-0" 3'-1" — 4'-0" 4'-6" 6" 4'-1" — 5'-0" 2'-1" — 3'-0" 4'-0" NONE 3'-1" — 4'-0" 1'-1" — 2'-0" 3'-6" NONE Computer File Information Creation Date: 11 \12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—GR(Shields).dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH ADD ONE #5 VERTICAL AT OUTSIDE FACE (PER PLAN VIEW BELOW) ADD 2—#5x12' E.F. HORIZONTAL ABOVE & BELOW OPENING PROPOSED 29"x45" HERCP PROVIDE 3—#5 © 6" O.C. EACH SIDE OF OPENING ndex of Revisions PARTIAL ELEVATION @ CULVERTS SIDEWALL HERCP N.T.S PROPOSED 29"x45" HERCP ADDITIONAL #5 VERTICAL ON OUTSIDE FACE PLAN VIEW AT SIDEWALLS OF HERCP N.T.S Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 �,,_#5x5' DIAGONALS E.F. (8 TOTAL) 1/ 1 112" Dia. Std. Wt. 6" (max.) Welded Steel Pipe Sidewalk Width per Table 7-1 or 7-2 Dia. Anchor Bolt w/ heavy Hex Head Nut & Washer 1' Or Approved Equal min. 6" x 3" x 112" Plate 1 Or Approved Equal w e 1 1 \" o 7 3" z Sidewalk (tYP) `o Adjacent Grade steeper than 4:1 0Cn HANDRAIL DETAIL R = 6" (min.) TOP RAIL CORNER DETAIL 1. The sidewalk width shall be increased by a minimum of 6" whenever handrail is used. 2. If a sidewalk is more than 30" above the adjacent grade, the handrail shall be used. 3. Open clearance between intermediate rails must be 4" or less. 4. Finish shall be either galvanized of semi —gloss enamel over a shop coat of metal primer. 5. When the slope behind the sidewalk is steeper than 4:1, the handrail must be used. 6. When slope behind sidewalk is less than or equal to 4:1 for a minimum distance of 10', a handrail is not required. HANDRAIL DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 1101 RECORD DRAWING DATE: 11 /11 /09 y)f:kX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. rQPQO REGiST 33441 r' �O� SS�ONALE�G INTERWEETO CONSULTING GROUP oz' As Constructed SHIELDS GRADING PLAN Project No./code ---' WALL DETAILS ---� AQC M455-074 DEPARTMENT 0TRANSPORTATION'NO Revisions: 1420 2nd Street Greeley, CO 80631 Revised: Designer: J. LOFTON 15572 Phone: (970) 350-2126 Detailer: J. LOFTON FAX: (970) 350-2198 Void: Sheet Number 39 Region 4 PJG Sheet Subset: GRADING Subset Sheet:: 5 of 5 C1 - 298 0 M N I EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. THE CONTRACTOR WILL ACQUIRE THE SWMP PERMIT. 2. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 3. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 4. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 5. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 6. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 7. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY. 8. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 9. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 10. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 11. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 12. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY. 16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR UNDER THE SWMP TO MAINTAIN EXISTING BMPS AND ENSURE THEIR COMPLETE REMOVAL ONCE 70% OF PRE-EXISTING VEGETATION HAS BEEN RE-ESTABLISHED. Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR-GN.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH Index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 17. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 18. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE CITY EROSION CONTROL INSPECTOR, TO MINIMIZE EROSION POTENTIAL. 19. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. 20. THE FOLLOWING SHALL DESIGNATE LIMITS OF TOPSOIL: TOPSOIL - DENOTES AREAS FROM THE BACK OF WALK TO THE TOE OF SLOPE OR DISTURBED AREA BEHIND BACK OF WALK. TOPSOIL SPECIAL (MEDIAN AND PARKWAY AREAS) - DENOTES AREAS BETWEEN THE CURB AND WALK (3" DEPTH) AND THE MEDIAN PLANTERS (APPROXIMATELY 48" DEEP) 21. THE TYPE OF COMPACTION FOR THIS PROJECT SHALL BE ASHTO T99. 22. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: TACK COAT EMULSIFIED ASPHALT (SLOW SETTING) BITUMINOUS PAVEMENT AGGREGATE BASE COURSE AT 0.10 GAL/SQ YD (DILUTED) AT 110 LBS/SQ YD/1 INCH AT 110 LBS/SQ YD/1 INCH 23. SHOULDER DROP OFFS WILL BE GRADED TO A SLOPE OF 3:1 OR GREATER OVERNIGHT. TREE PROTECTION NOTES: 1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 3. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE HALF (1/2) OF THE DRIP LINE, WHICH EVER IS GREATER. WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNE STANDARDS." 7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Ef o rOF 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 XX-W ".." DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: 33441 1- I�N,ONAL E GENERAL NOTES Revised: Designer: J. LOFrON Detailer: J. LOFTON Void: Sheet Subset: GEN NOTES Subset Sheet:: I N T! R W F S T WA CONSULTING GROUP Project No./Code AQC M455-074 15572 2 of 3 Sheet Number 4 C1 - Z95 00 0% N r- HORIZONTAL FOOTING REINFORCEMENT (TYP) a 2 x "H" =3'-0" (MIN) T T T EXTEND FOOTING HORIZONTAL STEEL AS SHOWN —ff�AHOOK VERTICAL BARS TO BOTTOM REINFORCEMENT ELEVATION EEPER FOOTING SHALLOWER FOOTING _ a _. 0 - WALL STEM NOT SHOWN FOR CLARITY) PI A M FOOTING STEP DETAIL IN N.T.S 6 BAR DIA. �(3" MIN) �5 BEAM STIRRUP & COLUMN TIE HOOKS Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—GR(Shields).dwg Acod Ver. 2007 Scale: 1 :50 Units: ENGLISH in 4 BAR DIA. (2.5" MIN) 1800 HOOK 12BAR IDIA. I'D„ 900 HOOK TYPICAL REBAR HOOK & LAP N.T.S Index of Revisions Fart Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 -6378 0" (TYF HOOK 24 BAR DIA. -iORIZOP REINFOF ,R WALL AI TConI ATr LI oOKC PLAN AT SINGLE CURTAIN REINFORCING TAL -1EMENT IR WALL PLAN AT DOUBLE CURTAIN REINFORCING TYPICAL REINFORCEMENT LAYOUT N.T.S BAR SIZE MIN "D" #3 THRU #8 6 BAR DIA. #9 THRU #11 8 BAR DIA. #14 THRU #18 10 BAR DIA. BAR BEND SCHEDULE 0 DEPARTMENT 0TRAM'PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG SEE SCHEDULE BELOW BAR SIZE MIN LAP TOP BAR LAP #3 24" 24" #4 24" 32" #5 30" 40" #6 36" 48" LAP SPLICE NOTES: 1. IF MORE THAN 12" DEPTH OF CONCRETE IS CAST BELOW THE BAR, USE TOP BAR SCHEDULE. 2. MINIMUM CONCRETE COVER FOR SPLICE BARS IS 1" As Constructed No Revisions: RECORD DRAWING DATE: 11 /11 /09 1SX-)tX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 r' SS�ONAL ENG SHIELDS GRADING PLAN WALL DETAILS Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: GRADING Subset Sheet:: INTERWESTM, CONSULTINGGROUP Project No./Code AQC M455-074 15572 5 of 5 Sheet Number 39A C1 - 298 4 41 PINEVIEW P.U.D. 04, O \ °° °° °° PHASE II t� Cy dam , 7 i d'V o \ 557 y � 7 6_D r�b p — — g 4 n BROPHY �' M �� �� y t; o off' .r-�`.- Q7t' v b `CjG �b 4 p 4 .: .. 4 4f4 AQ C ° 49 00 SHIELDS STREET J „p n ob tit �I 1 � bl J C04 �r O o V. �0\ "D ' J 1 e �7 mot// r b 1 , � ,> b fin\ 4001\ OJ 40 ` f �J 1� J� �bD \ SHIELDS STREET M / 4� ��. li�) 00 . 00000 O 0 0000 OOC �°°°°°° 51+00 � T � � / J �9 � t 0,00 OJ000 i l� HARMONY ROAD 17r7 ALE: 20 RECORD DRAWING DATE: 11 /11 /09 ° y` XX.XX DENOTES RECORDED DATA PER �., o 0 0 0 0 0 CITY OF FORT COLLINS SURVEY DEPARTMENT. I i 4 � '00 La 4 �Y \ 4 � 4 ' I V , THE WOODLANDS r, of it FRONT RANGE CONDOMINIUMS P.U.D. 33441 9�0 R> COMMUNITY COLLEGE .1°° F' • p < <, ° ° ss o p o o n° oo SOU, QQc �i \3" Doc TONAL •E'N I N T E R W E 5 T CON S U L T N G GROUP o ° Computer File Information Index of Revisions �T As Constructed HARMONY/SHIELDS INTERSECTION Project No./Code Creation Date: 11 /12/07 Initials: JDL R-1 07/07/09 Revised Spot Grades JDL Fort Collins -- GRADING PLAN AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL ��� DEPARTMENT 0-P0- No Revisions: Full Path: XXXXX XXXXX 1420 2nd Street �� 281 North College Avenue Greeley, CO 80631 Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—INT—GR.dwg Fort Collins, CO 80522 Phone: (970) 350-2126 Detailer: J. LOFTON Phone: (970) 221-6605 FAX: (970) 350-2198 Void: Sheet Number 40 Acad Ver. 2007 Scale: 1 :20 Units: ENGLISH FAX: (970) 221-6378 Region 4 PJG Sheet Subset: INT GRADING Subset Sheet:: 1 of 1 W 0:¢¢ IL Z W v4i pa� 2Q T CI - 298 w-- S 0 r J N—+I K 1 FRI - S TRACT D WE & DE) 40+00 WESTBURY P.U.D. 2ND FILING -fin TRACT E WE&DE) °-- -- _ —• _ _ - o `arm $-- � � g�- EX C&G—/ SHIELDS STREET 41+00 42+00 + } SHIELDS CL- SECTION LINE EX C&G LTI PROPOSED ROW FRONT RANG E U COMMUNITY COLLEGE a IL HARMONY ROAD 25 O 25 50 F SCALE: 1 " = 50' O 0 o 0 m 0 m SAWCUT LINE (TYP.)---\ r 43+00 }— — COLLINS SF GS -44+00 -86.57 o EX 85.8t- 86.09 PROPOSED CROWN EX AE & TE o i RECORD DRAWING DATE: 11 /11 /09 yXX-XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 41 W LEGEND FLOW DIRECTION EX STORM PIPE PROPOSED STORM PIPE PROPOSED INLET EX 1' CONTOUR EX 5' CONTOUR 1' CONTOUR 5' CONTOUR SILT FENCE CF CONSTRUCTION r, r, FENCE O %moo; WATTLES 33441 SS;ONAL ENG INLET PROTECTION IP-1 (NUMBER DENOTES CORRECT DETAIL) TYPE L BURIED RIPRAP Computer File Information Index of Revisions OT As Constructed SHIELDS EROSION CONTROL PLAN Project No./Code Creation Date: 1 1 \12\07 Initials: JDL Fort Collins Last Modification Date: 12/15/08 Initials: JDL DEPARTMENT OF —o No Revisions: STA 39+00.00 TO STA 44+50.00 AQC M455-074 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Revised: Designer: J. LOFTON Full Path: 15572 Drawing File Name: 104601200FOR-EC.dw Fort Collins, CO 80522 Phone: (970) 350-2126 Detaller: J. LOFTON Phone: (970) 221-6605 FAX: (970) 350-2198 Void: Sheet Number 41 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH FAX: (970) 221-6378 Region 4 PJG Sheet Subset: GRADING Subset Sheet:: 1 of 7 C1 - 299 00 N V LL p PROPOSED CROWN W 87.0 86.57 45+00 87.47� W RECORD DRAWING DATE: 11 /11 /09 jk)tr XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. BROPHY i f 0 o I X I I I � . b 7—TYPE 2 (SECTION IB) C&G L _ G _-T-46+00- — W p • ♦ TYPE 2 (SECTION IIB) C&G 25 • 25 50 SCALE: 1 • t O O� F 1114. 9�PF4OQ HARMONY ROAD W U 1- U) U q �L OJ Q Z m W 'Q G,Qt U)i 2 FRCC Q \ PINEVIEW P.U.D. PHASE II u y EX DE& UE . �4 wWy`LL�y �WW� L� LIMITS OF CONSTRUCTION TICE PROPOSED T~ (SEE CITYOF FORT COLLINS PERMANENT WETLAND PROPOSED W. HARMONY ROAD IMPROVEMENT IMPACT (438 SF) w 40, DE & LIE PLANS FOR CONTINUATION) OW W y y w LL y y u d 4 IP-3 i'Cs•Voi CF RO L Li N I F J ? R 4 0 ° 4 a 48+00 -4� a, Z. —J 4 49+00 a _ N (fir ° TYPE 2 (SECTION IIB) C&G 'T tp d a SF � Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601 200FOR-EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH 74700- 0 SHIELDS STREET R 4 & FRONT RANGE COMMUNITY COLLEGE Index of Revisions ° E ; DPO�SEDXROW `------ -T — SF NOTE: CONTRACTOR TO PROVIDE AREA FOR CONRETE WASHOUT AND CONSTRUCTION ENTRANCE Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 a oT DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG r - �yi!�'- 1 3�EI•MMN�E•� aIEEER �IEi � �I .C�(SECTION • • • V, 0 • !!TYPE 2I • (SECTION a , ,• � fT - w �.RM..w•.w wi�.rY All Illlll ■■ i � 4 — a 30' EX X o W DE & UE .� 77 a LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT �\ PLANS FOR CONTINUATION) As Constructed No Revisions: Revised: Void: INTERWEETIN""I C ON SU LT I N G GROUP SHIELDS EROSION CONTROL PLAN Project No./Code STA 44+50.00 TO STA 51 +75.00 AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: GRADING Subset Sheet:: 2 of 7 Sheet Number 42 C1 — 298 CO O". N SCALE: 1 " = 50' W U I U) UZ z o �z k/ Z OWN W Qa> PINEVIEW P.U.D. N EX = DE & UE / � �� ��' FRCC T 0 Is I O w ENTRANCE PHASE II I I a z �a II w I .I � o I CF m III 'Q II CF I� ell �I :I PINEVIEW P.U.D. W 5080 W W I'I° I PHASE I --- --�I 50 W 1�illl --------------------------- f�ALINE SAWCUT CFM,,,., r I TRACT A (UE&DE) f.. H ...-- • ♦ .n—e a �' �i-..-•.. I �r'rN may^ Q� n ��^('+, (} . ♦ e n ° .s_ —< — __ 1. f \J ,e • = a � �' PROPOSED 10' Z —T CONC CROSSPAN 0 U. TYPE 2 (SECTION IB) C&G T W W�= w J LO — SAWCIJT LINE ( .) U) UD 52+00 5+00 4+00- 55+00 56+00 M iF 57+00 o 5 O SHIELDS STREET J z N � C&G EX ��" I� ,-� w W W w �, W— w- O - - - Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH EX ROW—/ THE WOODLANDS CONDOMINIUMS P.U.D. ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 OEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 IX-XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: 33441 r' SS�ONAL �a.A`� INTERWEETI'.?y CONSULTING GROUP SHIELDS STA 51 EROSION +75.00 TO CONTROL PLAN STA 58+61.58 Project No./Code AQC M455-074 Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: GRADING Subset Sheet:: 15572 3 of 7 1 Sheet Number C1 - 1 INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE, A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. j/ j \' \ \ %/\ X // X//\ 1"x 1" WOOD STAKES 18"- 24" WATTLES — DETAIL A ADJACENT ROLLS SHALL TIGHTLY ABUT DETAIL B NOTES INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. GENERAL NOTES: 1. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 2. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 3. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 4. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS: SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 5. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET SIDEWALK INSTALL 8" TO 10" CIA WATTLE LIP OF GUTTER SECURE WITH SAND BAGS (TYP.) EXISTING OR PROPOSED INLET INLET PROTECTION SETUP Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH SIDEWALK TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE LIP OF GUTTER FLOW INSTALL 8" TO 10" DIA WATTLE STORM WATER LINE ndex of Revisions SECURE WITH SAND BAGS (TYP.) TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE NOTE: INSTALL GUTTER WATTLE MIDWAY BETWEEN IMPACTED INLETS AND CONSTRUCTION DISTURBANCE. GUTTER PROTECTION SETUP Fort (Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 n DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG 4'^ 6" ABOVE WATTLE TAFTER ^BAILING WIRE WATTLE "A" WATTLE LIP OF GUTTE BAILING WIRE OR NYLON ROPE WATTLES — DETAIL B WATTLE FILTER DETAIL RECORD DRAWING DATE: 11 /11 /09 yY-CX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed EROSION No Revisions: KES (:: w D 33441 moo; ��� SS�ONAL ENG CONTROL DETAILS Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: GRADING Subset Sheet:: INTERWESTEM CONSULTING GROUP Project No./Code AQC M455-074 15572 4 of 7 Sheet Number 44 C1 -- 298 co M N 1 L.? CURB INLET A MANHOLE B MANHOLE INSTALL A BMP AROUND THE INLET \ CURB INLET ,\/\\/.\/ /' \✓\/\ "'\ UNTIL THE \.�%��'\i\ /%x, \ \ / %/%///\ ✓\ \ \�//\�\ \,\/\///\j/\/\\l SURROUNDING AREA \;j/ \/// j //�//\/// �j // / \//\\j /\ WOOD STUD EXTENDED %\ %\\\ IS SUFFICIENTLY \ \ INTO CONCRETE BLOCKS // ESTABLISHED /j/j/ //\\//\�/iii\ / /�/,% j /%`\ \ ROCK BERM SHALL BE PLACED \ \ \\ TIGHTLY AGAINST CURB FACE / /\%\' CURB AND GUTTER CURB AND GUTTER RUNOFF cal I� 3' ROCK BERM SHALL ® ® BE CURB FACE 000 WIRE ENCLOSED 1 1/2" CRUSHED ROCK A ® B WIRE ENCLOSED TUBULAR 1 1/2" CRUSHED ROCK MARKER CONCRETE TUBULAR TUBULAR PLAN VIEW BLOCKS MARKER PLAN VIEW MARKER GRAVEL FILTER SHALL BE 1/2" TO 1" BELOW TOP OF CURB WIRE ENCLOSED GRAVEL FILTER 001 OVERFLOW %x ❑ WOOD STUD FILTERED y� , RUNOFF 4�////< /\,\/ CURB INLET SECTION A —A CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP) / GENERAL NOTES: 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF APPROVED BY THE CITY. MAINTENANCE NOTES: 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY AND AFTER RUNOFF EVENTS AND MAKE REPAIRS OR CLEAN 2. OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF 3. ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH ndex of Revisions Fort kC.011lns 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 WIRE ENCLOSED GRAVEL FILTER � OT DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG / 4" MIN �" MAX CURB INLET SECTION B—B CURB INLET GRAVEL FILTER (CONTINUOUS GRADE) RECORD DRAWING DATE: 11 /11 /09 JXX-)7r XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: D 33441 r �O� ONAL •ENG�S' EROSION CONTROL DETAILS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: GRADING Subset Sheet:: IRTERWEST€iiii,5 CONSULTING GROUP Project No./Code AQC M455-074 15572 5 of 7 Sheet Number 45 C1 - 298 I DROP INLET OVER RUNO P-3 DWOOD STAKES PLAN VIEW I '" TT' ES ARE TO BE TIGHTLY ABUTTING WITH ,PS AND ANCHORED WITH SAND BAGS JD THE ENTIRE OUTSIDE PERIMETER. \A/A rTl rC V1\VI IIVLL 1 SECTION A —A AREA INLET PROTECTION SAND BAGS VV/ I I L L J MAINTENANCE NOTES: -FES INLET PROTECTION 1. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED. 2. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH WATTLE INLET PROTECTION ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 STEEL OR - WOOD POST 10 IN. MIN. FABRIC H SECURELY TO COMPACTED BACK FILL RUNOFF SECTION VIEW GENERAL NOTES: 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 ACRES PER 100 FEET OF FENCE. 2.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SILT FENCE APPROXIMATELY 4 IN. X 4 IN. TRENCH (CITY UTILITIES OF FORT COLLINS WATER CONSTRUCTION APPROVED. DETAIL DATE: 12/27/00 City of Fort Collins DRAWINGS D - 2 8 DRAWN BY: NBJ 0 DEPARTMENT O `PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 �lX-)fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 33441 SS�ONAL•ENG EROSION CONTROL DETAILS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: GRADING I Subset Sheet:: INTERWEST€iii'ij CONSULTING GROUP Project No./Code AQC M455-074 15572 6 of 7 Sheet Number 46 C1 - 298 0 i C.) N PRE 1/2"-3/4" FILTER LAYER 1 1 /2"-3" ROCK 6" MIN. EROSION CONTROL GENERAL NOTES: 1. INSPECT AND REPAIR GRAVEL FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 2. EROSION CONTROL MAINTENANCE IS THE RESPONSIBILITY OF THE CONTRACTOR. Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—EC.dwg Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Index of Revisions Fort Collins �. 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 6" SOIL COVER 2.01D50 :.:...:...:.... 1.5D50 i, i, /i i. / .. L/ L/ 6" GRANULAR BEDDING D = d50 = STATE CLASSIFICATION FOR NOMINAL STONE SITE. IF RIP —RAP TO BE GROUTED: GROUT SHALL BE IN ACCORDANCE TO ASTM: C1107—LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE. TOPS OF EXPOSED RIP —RAP WILL BE WET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP —RAP COLOR. SMALLER THAN INTERMEDIATE ROCK D50 RIPRAP GIVEN SIZE DIMENSION DESIGNATION BY WEIGHT INCHES INCHES TYPE VL 70-100 12 50-70 9 6** 35-50 6 2-10 2 TYPE L 70-100 15 50-70 12 9** 35-50 9 2-10 3 TYPE M 70-100 21 50-70 18 12 35-50 12 2-10 4 TYPE H 100 30 50-70 24 18 35-50 18 2-10 6 TYPE VH 100 42 50-70 33 24 35-50 12 2-10 9 **BURY TYPES VL AND L WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM STORMWATER CONSTRUCTION RIPRAP DRAWING DRAWINGS 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 y%-)fiC XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: EROSION CONTROL DETAILS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: GRADING I Subset Sheet:: INTERWESTMd CONSULTING GROUP Project No./Code AQC M455-074 15572 7 of 7 1 Sheet Number 47 C1 - 296 I r- U 1, Site Description Additional information for permitted projects. For information only to fulfill the CDPS-SCP (Colorado Discharge Permit - Stormwater Construction Permit) A. Protect Site Description: The project consists of the widening of Shields Street and Improvements to the Shields and Harmony Intersection. Grading and pavement removal will take place throughout the project corridor. New asphalt and concrete paving, curb and gutter, sidewalks, medians, traffic signals and street lights, landscaping, storm pipes, inlets and waterlines will be installed with the project as well as dry utility relocations. The project will be constructed under traffic, so phasing and temporary traffic control will be necessary (as well as attention to pollution prevention in the various stages). B. Proposed Sequencing For Major Activities: Generally the sequence construction will be: 1) clearing, grubbing, topsoil stripping and stockpiling; 2) grading to subgrade elevation; 3) installation of underground utilities; 4) curb and gutter installation; 5) base and pavement construction; 6) sidewalk construction; 7) final landscaping and stabilization. C. Acres Of Disturbance: Total area of construction site: 4.9 Acres Total area of disturbance: 4.4 Acres Acreage of seeding: 0.7 Acres D. Existing Soil Data: Soils in the area included Nunn Clay Loam and Altvan Satanta Loam. According to the MRCS these soils have low to moderate erosion potential from both wind and runoff. E. Existing Vegetation, Including Percent Cover: Ranges from bluegrass turf to dryland ground cover-90% cover, Date of survey: October, 2008 F. Potential Pollutants Sources: See First Construction Activities under Potential Pollutant Sources. The ECS shall prepare a list of all potential pollutants and their locations in accordance with subsection 107.25. G. Receiving Water: 1. Outfall locations: 29"x45" double culverts and 36" storm sewer system with swale. 2. Names of receiving water(s) on site and the ultimate receiving water: Mail Creek and ultimately Fossil Creek 3. Distance ultimate receiving water is from project: 0' to 1000' from east edge of project. 4. Does the receiving water have an approved TMDL: No H. Allowable Non-Stormwater Discharges: The only non-stormwater related discharges in the area would be runoff caused from irrigation upstream which all eventually reaches Mail Creek. 1. Groundwater and stormwater dewatering: Discharge to the ground of water from construction dewatering activities may be authorized provided that: a. The source is groundwater and/or groundwater combined with stormwater that does not contain pollutants. h. The source and BMPs are identified in the SWMP. C. Discharges do not leave the site as surface runoff or to surface waters. 2. If discharges do not meet the above criteria a separate permit from the Department of Health will be required. Contaminated groundwater requiring coverage under a separate permit may include groundwater contaminated with pollutants from a landfill, mining activities, industrial pollutant plumes, underground storage tank, etc. I. Environmental Impacts: 1. Wetland Impacts: Yes 2. Stream Impacts: Yes 3. Threatened and Endangered Species: No Computer File Information Creation Date: 1 1 /1 2/07 Initials: JDL Last Modification Date: 10/24/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR-SWMP.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH Index of Revisions 2. Site Map Components Pre -construction A. Construction Site Boundaries B. All Areas Of Ground Surface Disturbance C. Areas Of Cut And Fill D. Location Of All Structural BMPs Identified In The SWMP E. Location Of Non -Structural BMPs As Applicable In The SWMP F. Springs, Stream, Wetlands And Other Surface Water G. Protection Of Trees Shrubs Cultural Resources And Mature Vegetation RECORD DRAWING DATE: 11 /11 /09 XX-(X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 3. SWMP Administrator For Design: The Contractor shall be responsible for developing a SWMP prior to construction based upon the Erosion Control guidelines established by the design engineer. 4. Stormwater Manaeement Controls First Construction Activities The Contractor Shall Perform The Following: A. Designate A SWMP Administrator/Erosion Control Supervisor (To be filled out at time of construction; designate the individual(s) responsible for implementing, maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the administrator shall address all aspects of the projects SWMP.) B. Potential Pollutant Sources Evaluate, identify and describe all potential sources of pollutants at the site in accordance with subsection 107.25 and place in the SWMP notebook. All BMPs related to potential pollutants shall be shown on the SWMP site map by the contractor's ECS. C. Best Management Practices BMPs For Stormwater Pollution Prevention Phased BMP Implementation During design: fields are marked when used in the SWMP. During construction: the ECS shall update the checked boxes to match site conditions. Clearly describe the relationship between the phases of construction and the implementation of BMP controls. Add a narrative to the table or to the site map describing why the BMPs are being used in specific locations Structural BMP practices for erosion and sediment control; practices may include, but are not limited to: The Contractor shall establish the appropriate methods for various phases of construction. BMP TYPE OF CONTROL BMP as In use on site FIRST CONSTRUCTION ACTIVITIES DURING CONSTRUCTION INTERIM/FINAL STABILIZATION _Designed Earth Berm/Diversion erosion X X Check Dams sediment X X X Silt Fence sediment X X X X Erosion Logs sediment X X X X Temporary Sediment Trap/Basin sediment X X X Permanent Sediment Trap/Basin sediment X X X Embankment Protector erosion X X X Inlet Protection erosion X X X X Outlet Protection erosion X X X Concrete Washouts construction X X X Stabilized Construction Entrance construction X X X X Dewatering sediment X X Temporary Stream Crossing erosion X X X Other Fort011ins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 OT DEPARTMENT O POR 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: STORMWATER MANAGEMENT PLAN Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: SWMP I Subset Sheet:: s 33441 r �SS�ONAL E�G� Project No./Code AQC M455-074 15572 1 of 3 1 Sheet Number 48 Cl - 29Y LEGEND r EXISTING TELEPHONE LINE r PROPOSED TELEPHONE LINE oHr EXISTING OVERHEAD TELEPHONE LINE oHT PROPOSED OVERHEAD TELEPHONE LINE Fo EXISTING FIBER OPTIC LINE Fo PROPOSED FIBER OPTIC LINE Cry EXISTING CABLE TV Cry PROPOSED CABLE TV E EXISTING ELECTRIC LINE E PROPOSED ELECTRIC LINE oHE EXISTING OVERHEAD ELECTRIC LINE oHE PROPOSED OVERHEAD ELECTRIC LINE c EXISTING GAS c PROPOSED GAS oHu EXISTING OVERHEAD UTILITY oHU PROPOSED OVERHEAD UTILITY S EXISTING SANITARY SEWER MAIN Ank PROPOSED SANITARY SEWER & MANHOLE ABBREVIATION LIST O EXISTING MANHOLE AD ALGEBRAIC DIFFERENCE LT LEFT w EXISTING WATER MAIN AE ACCESS EASEMENT MH MANHOLE PROPOSED WATER LINE & VALVE ARV AIR RELEASE VALVE PE PEDESTRIAN EASEMENT X EXISTING WATER VALVE ASSY ASSEMBLY PC POINT OF CURVATURE PROPOSED FIRE HYDRANT BOV BLOW OFF VALVE PCC POINT OF COMPOUND CURVATURE EXISTING FIRE HYDRANT C&G CURB AND GUTTER PCR POINT OF CURB RETURN PI POINT OF INTERSECTION I" ' EXISTING STORM SEWER PROPOSED STORM SEWER & MANHOLE CL CENTERLINE PRC POINT OF REVERSE CURVATURE 1110111IEAQ CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY EXISTING STORM SEWER INLET . PROPOSED STORM INLET DE EL DRAINAGE EASEMENT ELEVATION PVC RCP POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE ES EMERGENCY SPILLWAY RD ROOF DRAIN — — — ... — — — EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER EX EXISTING RT SAN RIGHT SANITARY SEWER — — — — — — — — FES FLARED END SECTION STA STATION FL FLOWLINE SDMH STORM DRAIN MANHOLE EXISTING CONCRETE PROPOSED CONCRETE GB GRADE BREAK TB THRUST BLOCK GV GATE VALVE TOF TOP OF FOUNDATION EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR HP FH HIGH POINT FIRE HYDRANT TYP UE TYPICAL UTILITY EASEMENT I.E. IRRIGATION EASEMENT VCP VITRIFIED CLAY PIPE EXISTING MAJOR CONTOUR `' � ��(XXI� PROPOSED MAJOR CONTOUR INV INVERT VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION IRR IRRIGATION VPT VERTICAL POINT OF TANGENCY �- EXISTING UTILITY POLE -�— PROPOSED UTILITY POLE LF LINEAR FEET TOW TOP OF WALL LP LOW POINT BOW BOTTOM OF WALL ra EXISTING STREET LIGHT EXISTING GUY WIRE EXISTING FENCE EXISTING TRAFFIC SIGNAL EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE a PROPOSED STREET LIGHT PROPOSED FENCE PROPOSED TRAFFIC SIGNAL RECORD DRAWING DATE: 11 /11 /09 XX-W XX.XX DENOTES RECORDED DATA PER CITY OF FORT COWNS SURVEY DEPARTMENT. Computer File Information Index of Revisions pT Fort Cottins ---- OFPOWAMON 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed GENERAL NOTES Project No. Code Creation Date: 11 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL,ar Full Path: Revised: Designer: J. L0FT0N 9 15572 Drawing File Name: 104601200FOR—GN.dwq Detailer: J. LOFTON Void: Sheet Number 5 Acad Ver. 2007 Scale: N/A Units: ENGLISH Sheet Subset: GEN NOTES Subset Sheet:: 3 of 3 C1 - 298 I NON-STRUCTURAL. BMP practices for erosion and sediment control; practices may include, but are not limited to: The Contractor shall establish the appropriate methods for various phases of construction. In Use First Type Of BMP As On Construction During Interim/Final BMP Control Designed Site Activities Construction Stabilization Surface Roughening/Grading Techniques Erosion X X X Seeding Permanent Erosion X X X Seeding Temporary Erosion X X X Mulch/Mulch Tackifier Erosion X X X X Soil Binder Erosion X X Soil Retention Blanket Erosion X X X X Vegetative Buffer Strips Erosion X X X X Protection Of Trees Erosion X X X X Preservation Of Mature Vegetation Erosion X X X X X Other • Erosion control devices are used to limit the amount of erosion on site. * Sediment control devices are designed to capture sediment on the project site, • Construction control are BMPs related to construction access and staging. • BMP locations are indicated on the site map. + BMP installation details and general narratives are in the SWMP notebook. D. Offsite Drainage (Run On Water) 1. Describe and record BMPs on the SWMP site map that have been implemented to address run-on water in accordance with subsection 208.03. E. Stabilized Construction Entrance/Vehicle Tracking Control 1. BMPs shall be implemented in accordance with subsection 208.04. 5. During Construction Responsibilities of the SWMP administrator/erosion control supervisor during construction. The SWMP should be considered a "living document" that is continuously reviewed and modified. During construction, the following items shall be added, updated, or amended as needed by the SWMP Administrator/Erosion Control Supervisor (ECS) in accordance with section 208. Materials Handling And Spill Prevention A. Stockpile Management B. Grading And Slope Stabilization C. Surface Roughening D. Vehicle Tracking E. Temporary Stabilization F. Concrete Washout 1. Concrete washout water or waste from field laboratories and paving equipment shall be contained in accordance with subsection 208.05. H. Saw Cutting I. New Inlet/Culvert Protection 3. Street Cleaning 6. Inspections A. Inspections shall be in accordance with subsection 208.03 (c). 7, BMP Maintenance A. Maintenance shall be in accordance with subsection 208.04 (e). 8. Record Keeping; A. Records shall be in accordance with subsection 208.03 (c). 9. Interim And Final Stabilization A. Seeding Plan Soil preparation, soil conditioning or topsoil, seeding (native), mulching (weed free), and mulch tackifier will be required for an estimated 0.7 acres of disturbed area within the right-of-way limits which are not surfaced. The following types and rates shall be used: Common Name Botanical Name Pounds PLS/Acre Smooth Brame `Lincoln' Bromus inermis `Lincoln' 6.0 (25%) Crested Wheatgrass 'Ephraim' A rap ron eristatum 'Ephraim' 5.0 25%) Intermediate Wheatgrass `Amur' Elytrigia intermedia `Amur' 6.0 (20%) Perennial Ryegrass `Affinity' Lolium perenne `Affinity' 3.0 (15%) Russian Wildr e KVinal' Pseudoroe neria s icata inermis `Vinal' 4.0 11% Total 1 24.0 (100%) F. Perimeter Control 1. Perimeter control shall be established as the first item on the SWMP to prevent the potential for pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to state waters. 2. Perimeter control may consist of vegetation buffers, berms, silt fence, erosion logs, �s existing landforms, or other BMPs as approved. RECORD DRAWING 9: p 3. Perimeter control shall be in accordance with DATE:11/11/09 r 33441 subsection 208.04, CI�T OF FDRT COL NSXXXX DENOTES RSUCRVEY DE ARTMENT. �ORDED DATA PER �F%'•.,,• ?ZF SSIONAL ECG, Computer File Information Creation Date: 1 1 /1 2/07 Initials: JDL Last Modification Date: 10/24/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—SWMP.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: STORMWATER MANAGEMENT PLAN Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: SWMP I Subset Sheet:: IN T E NW E S T CONSULTING GROUP Project No./Code AQC M455-074 15572 2 of 3 1 Sheet Number 49 C1 - 298 00 CTM I C.a B. Seeding; Application: Drill seed 0.25 inch to 0.5 inch into the soil. In small areas not accessible to a drill, hand broadcast at double the rate and rake 0.25 inch to 0.5 inch into soil. C. Mulching; Application: Apply 1 1 tons of certified weed free hay per acre mechanically crimped into the soil in combination with an organic mulch tackifier. D. Special Requirements: Due to high failure rates, hydromulching and/or hydroseeding will not be allowed. E. Soil Conditioning; And Fertilizer Requirements: T. Fertilizer and soil conditioner will not be required on the project. F. Blanket Application: On slopes and ditches requiring a blanket, the blanket shall be placed in lieu of mulch and mulch tackifier. See SWMP for blanket locations. G. Reseeding; Operations/Corrective Stabilization Prior To Final Acceptance. 1. Seeded areas shall be reviewed during the 14 day inspections by the Erosion Control Supervisor for bare soils caused by surface or wind erosion. Bare areas caused by surface or gully erosion, blown away mulch, etc., shall be regraded, seeded, mulched and have mulch tackifier (or blanket) applied as necessary. 2. Areas where seed has not germinated after one season shall be evaluated by the Engineer and CDOT Landscape Architect. Areas that have not germinated shall have seed, mulch and mulch tackifier (or blanket) applied. Work shall be paid for by the appropriate bid item. 3. The Contractor shall maintain seeding/mulch/tackifier, mow to control weeds or apply herbicide to control weeds in the seeded areas until final acceptance. 10.Prior To Final Acceptance A. Final acceptance shall be in accordance with subsection 208.061. 11, Tabulation Of Stormwater Quantities Pay Item Description Unit Quantity 203 Blading Hour 203 Backhoe Hour 203 Dozing Hour 203 Combination Loader Hour 203 207 Sweeping (Pick -Up -Broom) Topsoil Hour Cy 593 207 Stockpile Topsoil Cy 1907 207 Topsoil (Special) Cy 913 208 Erosion Log 12 Inch) Lf 208 Erosion Log (18 Inch) Lf 208 Wattles (25 ft Sections) Each 5.2 208 Sand Bag Each 208 Silt Fence Lf 515 208 Construction Fence Lf 900 208 Sediment Basin Each 208 Sediment Trap Each 208 Check Dam Each 208 Concrete Washout Structure Each 1 208 Storm Drain Inlet Protection (Type 1) Each 3 208 Storm Drain Inlet Protection (Type 2) Each 2 Computer File Information Creation Date: 11 /12/07 Initials: JDL Last Modification Date: 10/24/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—SWMP.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH ndex of Revisions 208 Storm Drain Inlet Protection (Type 3) Each 3 208 Temporary Slope Drain Lf 208 Stabilized Construction Entrance Each 2 208 Sediment Removal And Disposal Ls 208 Sediment Removal And Disposal Hour 208 Sediment Removal And Disposal Cy 208 Erasion Control Supervisor Day 208 Erosion Control Supervisor Hour 75 208 Temporary Berms Lf 208 Gravel Bag Lf 208 Silt Berm Lf 212 Seeding (Native) Acre 212 Seeding (Temporary) Acre 212 Soil Conditioning Acre 213 Mulching (Weed Free Hay) Acre 213 Mulching (Weed Free) Acre 213 (Weed Free Straw) Acre -Mulching 213 Mulch Tackifier Lb 213 Soil Binder Acre 213 Flexible Growth Medium Acre 216 Soil Reten Blanket (Spec) Sy 216 Soil Reten Blanket (Plastic) S 216 Soil Reten Blanket (S/C) 5 700 Erosion Control Fa 1 A E 1. BMP maintenance shall be paid for as: included in the cost of the erosion control device. 2. It is estimated that one concrete washout structures will be required on the project. One concrete washout structure shall be used for the field laboratories. 3. It is estimated that 40 hours of labor may be required for miscellaneous erosion control work as directed by the Engineer. Work shall be paid for as: included in the cost of the erosion control device. 4. It is estimated that two stabilized construction entrance(s) will be required as directed to minimize vehicle tracking control. Locate BMP on the SWMP map. 5. Maintenance of seeded areas shall be paid for as: included in the cost of the erosion control device. f 9 FT MIN. I 15 FT MIN. PLAN VIEW Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 N Toe of fill A' 1 rosion bales (weed free) avated area 2 FT y� 1 Trench bale 4 inches into the ground Existing /—ground Excavated area CONCRETE WASHOUT STRUCTURE Not ontainment area CROSS—SECTION A —A' DEPARTMENT 0 POR 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 XX-AX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: STORMWATER MANAGEMENT Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: SWMP Subset Sheet:: INTERWEST&M C O N S U L T I N G PLAN Project No./Code AQC M455-074 15572 3 of 3 1 Sheet Number 50 C1 - 298 r, ii I r v E 3 6' SDMH STA 16+65.9— CL STA 55+62.70, 70.28' RT (SEE NOTE 6) ® E EX 29'x45"IWO HE FES EX 29'X45 5D (2) I I f �Ialll E4 I°II 6' SDMH II STA 16+69.20, 8.46' LT= j CL STA 55+66.04, 78.72' RT I I 1 O � (SEE NOTE 6)II° laall h. m III "II ii II a z I I M - M w SHIELDS STREET E7 PROPOSED HEADWALL �fSEE SHEET 38) L37' I-- 5085— LE6 12 LF 29"x45" HE SD _E5 I 15 LF i 9"x45" HE I NOTE: 1. REMOVE EXISTING TYPE R INLET. REMOVE THROAT INLET AND POUR NEW DECK AND SOLID FLAT TOP WITH STANDARD ACCESS MANHOLE RAISED TO FINISHED GRADE 2. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. CL AND FL STATIONING AT INLET IS CENTER OF FACE OF STRUCTURE AT FLOWLINE. 5. ALL OTHER STATIONING IS CENTER OF STRUCTURE 6. INSTALL FLAT TOP MANHOLE: FLAT TOP=5086.15 USE MANHOLE RING AND COVER TO REACH RIM-5087.5 `z 11) � 5095 5095 � � �� � � �o O I� 00 w+= (7) Ln - � 1 (D3 QQ> LLJ 5090 5090 �, Q > w cn _ _ WW wcncfl� z L-R( ,Yv" ; 5085 / — — — — — — 5085 E1 E2 199 102 L F E) qNO L_F (W OF / EX 29"x45" yE�r P g 0.0 PR POSED GRADE C r 2.09" E 5 r 5080 15 LF (W) 1@ B-3-3% OF 29"x45" HERCP 5080 AND E6 12 LF (E) I1-4�'� TYPE L RIPRAP PAD 0.79 18" DEEP W/ 6" SOIL COVER AND 6" TYPE II BEDDING 18+00 17+00 16+00 Computer File Information Creation Date: 1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—PP—STRM.dwg Acad Ver. 2007 Scale: H-1:50 V-1:5 Units: ENGLISH ndex of Revisions Fart Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 2% I 13.7' 7-1- 2.3' 1 3.0' Q100 X 1.33 = 238 ICES O SLOPE=1.0% VELOCITY=&-�-4 FPS 10.4' 6.7 CROSSmSECTION APA oT DEPARTMENT 0TRM'PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG N.T.S. RECORD DRAWING DATE: 11 /11 /09 .XX:. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: Designer: Detailer: Sheet Subset: 4. HARMONY W U) N U) W O N W U9 Z W T 25 0 25 50 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 5.6' 7.2' 15% STORM SEWER PLAN & PROFILE J. LOFTON J. LOFTON STORM Subset Sheet:: 107 I INTERWESTIKiAi.`U CONSULTING GROUP Project No./Code AQC M455-074 15572 1 of 2 Sheet Number 51 C1 - 29B F1 36" FES STA 12+15= CL STA 51+20,79, 109.35' LT 5090 5085 0 4 b al / w �44a 1 11� 4 THE WOODLANDS F3 1 .1 CONDOMINIUMS P.U.D. A ° 15' TYPE "R" INLET a STA 11+66= CL STA 50+89.37, 75.00' LT= 11'4 LFL STA 50+89.38 41 F Q 4IfI l j6„ SD A, F6 4 ° MODIFIED EX INLET (SEE NOTE 1) 4 STA 11+28= �EX 6" FES e 4 CL STA 50+71.68, 42.35' LT Ti / `.1.. 4 Q E F5 Olaf SD AIIIl-11 rt a0 L~LJ —J zoh a0 z O O +I r y � + m LLJ L II —J N + o W � o r F—m �_ O LL 11 J +U� m 11 �.'I � Q o II > o� L.L_ LL (n U z — _ _ > ir)z h z LL.c~n PROPOSED GRADE W 100 R / V HGL O.83qJ I / 1. 89 F2 rl 44 LF OF 36" RCP @ D-fs'� LJ (LENGTH INCLUDES FES) 5075 F4 20LFOFEX 36 " RCP @ 3 5,% I 2n F Of- X j6 RCP 9 1. 9% 12+00 I Computer File Information Creation Date: 1 1 /1 2/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—PP—STRM.dwg Acad Ver. 2007 Scale: H-1:50 V-1:5 Units: ENGLISH 5090 5085 \ 'XIS l;''V G w 5080 — — - 5075 11 +00 I ndex of Revisions 10+00 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 4 HARMONY ROAD w 'Vz %n �y 0 a z W W FRCC Q NOTE: 1. REMOVE THROAT INLET AND POUR NEW DECK AND SOLID FLAT TOP WITH STANDARD ACCESS MANHOLE RAISED TO FINISHED GRADE. 2. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 3. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4. CL AND FL STATIONING AT INLET IS CENTER OF FACE OF STRUCTURE AT FLOWLINE. 5. ALL OTHER STATIONING IS CENTER OF STRUCTURE. MATCH EX. GROUND Q100 X 1.33 — SLOPE=1.0 VELOCITY=6.4 0T DEPAMENT OTRM�PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG CROSS-SECTION BmB N.T.S. RECORD DRAWING DATE: 11 /11 /09 Xk.*X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 't 33441 rc IONAL •EN`� STORM SEWER PLAN & PROFILE Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: STORM Subset Sheet:: 25 O 25 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' > 2% 50 I N T E R W E S T Iiiiiitil C O N S U L T I N G G R O U P Project No./Code AQC M455-074 15572 2 of 2 Sheet Number 52 C1 - 298 o� N LEGEND LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT HARMONY VO 4" DA EXPANSION JOINT PLANS FOR CONTINUATION) Buz LFRCC U-4 ZW 4r Q V VaV aAVa V a ma a a vv M"mom a..II moo RECORD DRAWING DATE: 11 /11 /09 XXXX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS W. HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) w z x U O 15 30 SCALE: 1 " = 30' INTERWESTF;;;ii] CONSULTING GROUP Computer File Information Index of Revisions "OTIAs FOr#COlInS ----- DEP-TO-P- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG Constructed HARMONY/SHIELDS INTERSECTION CONCRETE PAVEMENT JOINT PLAN Project No./Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—INT—CONC.dwg Detailer: J. LOFTON Void: Sheet Number 53 Acad Ver. 2007 Scale: 1 :30 Units: ENGLISH Sheet Subset: CONIC INT Subset Sheet:: 1 of 2 C1 ! 298 41 I rod C.31 0 0 HARMONY ROAD w I UQ ULL N M O OF PINEVIEW P.U.D. W 2�� PHASE II �� TR ENTr RANNCE -TYPE 2 (SECTION IIB) C&G 10 0' III 10.0' III 10.0' III 10.0, III 10.0' tl 10.0' III 1 0 TYPE 2 (SECTION IB) C&G 111111IIM 10 7fl 10 0 10 C-A I-, SHIELDS STREET n e n e e � e 15 0 15 30 MMMENNI SCALE: 1 " = 30' -----�EX C&G s� — ----- -- -- _— L p \ � p ➢ fl \ y f ➢ n L- C i p p \ p ➢ L _, ➢ p D � c THE WOODLANDS \ CONDOMINIUMS P.U.D. ` \ L p c p ➢ p ➢ p _ p1i LEGEND DA EXPANSION JOINT © DOWELED TRANSVERSE CONTRACTION JOINT DE LONGITUDINAL CONTRACTION RECORD DRAWING DATE: 11 /11 /09 yXX-XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 SS�ONAL•ENG� NTERW ESTE!!J"A CONSULTING GROUP Computer File Information Index of Revisions �T Fort Collins F, '---' ---� �� DEPARTMENT 0-P0- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed HARMONY/SHIELDS INTERSECTION CONCRETE PAVEMENT JOINT PLAN Project No. Code Creation Date: 11 /12/07 Initials: JDL No Revisions: AQC M455-0-�4 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601 200FOR—INT—CONC.dwg Detailer: J. LOFTON Void: Sheet Number 54 Acad Ver. 2007 Scale: 1 :30 Units: ENGLISH Sheet Subset: CONC INT Subset Sheet:: 2 of 2 C1 - 298 RECORD DRAWING DATE: 11 /11 /09 JSXdCX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 20 10 0 20 HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 1 O' 44+ 50 w � ROW ROW 5088 5084 5080 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 44+00 (COLLINS FUTURE DRIVEWAY) w � Cn ROW ROW 5088 5084 5080 —140 —120 —100 —80 —60 —40 —20 0 43+ 50 5088 Rnw 5084 5080 5088 5084 5080 5076 20 40 60 80 ROW L<i h oLO �O —120 —100 —80 —60 —40 —20 ROW 0 20 43+ 00 I t ILn h o 5088 5084 5080 5088 5084 5080 100 5088 5084 5080 40 60 80 100 ROW 120 —100 —80 —60 —40 —20 0 20 40 60 80 Computer File Information Creation Date: 1 1 \12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—XS(Shields).dwg Acad Ver. 2007 Scale: 1 :40H 1 :10V Units: ENGLISH ndex of Revisions 5088 5084 5080 5076 100 w 46+50 5092 ROW 5088 5084 N —140 —120 —100 —80 —60 —40 —20 0 20 ouyz 5088 5084 46+00 w C) Rnw TYPE 2 (SECTION IIB) C&G--\ ROWLd 40 60 80 5092 5088 5084 100 ROW 2 TYPE 2 (SECTION IB) C&G PROPOSED GROUND 2. SIDEWALK EX GROUND ao Ln Ln h —140 —120 —100 —80 —60 —40 —20 5088 5084 w ROW 0 20 45+50 40 60 ROWLLJ 509 5088 5084 80 100 74 Ln Ln «o —140 —120 —100 —80 —60 —40 —20 w F- ROW 5088 5084 5080 —140 —120 —100 —80 —60 —40 —20 5088 5084 5080 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 0 20 40 60 45+00 ROW 0 20 40 60 44+75 (COLLINS DRIVEWAY) w Imo— ROW ROW —140 —120 —100 —80 —60 —40 —20 _--LJ7&hV U T .� DEPARTMENT OF TRANSPORTA'nON 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: 5088 5084 80 100 5088 5084 5080 80 100 5088 �SS�ONAL•E�G\ 5084 '77- 5080 0 20 40 60 80 100 I N T E R W E E T C O N S U L T I N G G R O U P SHIELDS CROSS SECTIONS Project No./Code AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: CROSS SECTIONS Subset Sheet:: 1 of 4 Sheet Number 55 C1 - 298 w ROW 5088 5084 5080 48+50 11011MM ROW D —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 48+00 w 5092 � bi ROW ROW 5088 5084 5080 2.2 7 2. 7 7 _ ee o� —140 —120 —100 —80 —60 —40 —20 0 20 40 w 47+40 (BROPHY DRIVEWAY) 5092 ROW 5088 5084 5080 —140 —120 —100 —80 —60 —40 —20 X-111 Be 5088 5084 5080 100 5092 5088 5084 5080 60 80 100 ROWLIJ i 0 20 40 60 80 47+00 Ld 5092 ROW 5088 5084 ROWLj 5092 5088 5084 5080 100 TYPE 2 (SECTION IB) C& FPROPOSED GROUND — — — 2.2 o 7, 9 0% EX GROUND N SIDEWALK I lit 110,06, 5uy2- 3uuu 5088 5084 5084 5080 HARMONY/SHIELDS w � ROW INTERSECTION 49+00 ROWLIJ a 0% —1 38% — — = 7 N la i h ee oLn h —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 —140 —120 —100 —80 —60 —40 —20 Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—XS(Shields).dwg Acad Ver. 2007 Scale:1 :40H 1 :10V Units: ENGLISH ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 20 10 O 20 HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 1 O' DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG o] 5088 5084 5080 0 20 40 60 80 100 RECORD DRAWING DATE: 11 /11 /09 .XX: X7C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: A 9: p 33441 r• �SS�ONAL•E�G\ INTERWEST' CONSULTING GROUP SHIELDS CROSS SECTIONS Project No./code AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: CROSS SECTIONS Subset Sheet:: 2 of 4 Sheet Number 56 C1 - 298 C.> 52+ 00 ROW ROW 5088 5084 5080 5076 —140 —120 —100 —80 —60 —40 —20 5088 5084 5080 5076 ROW 0 20 40 60 80 51 +50 ROW DE & UE 2.0 =1,78% 0 — o0 Lri h o —140 —120 —100 —80 —60 —40 —20 5088 5084 5080 5076 Rnw 0 20 40 60 80 51 +00 ROW 5088 5084 5080 5076 5088 5084 5080 5076 100 DE UE 2. TYPE 2 (SECTION IB) C&G_ 3 0 PROPOSED _ GROUND .18 — — — SIDEWA SIDEWALK — EX GROUND I� o —140 —120 —100 —80 —60 —40 —20 0 20 40 60 Computer File Information Creation Date: 11\12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601 200FOR—XS(Shields).dwg Acad Ver. 2007 Scale:1 :40H 1 :10V Units: ENGLISH Index of Revisions 5088 5084 5080 076 w Ld ROW 53+50 ROW 0� — .24 _— "20 0 — F� SEE FOR GRADING SWALE GRADING PLAN CD o Ln 5 —140 —120 —100 —80 —60 —40 —20 w w IRnW 5088 5084 5080 5076 0 20 40 5088 5084 5080 5076 53+00 ROW 47o — .20 0 SEE FOR GRADING SWALE GRADING PLAN `V o EA —140 —120 —100 —80 —60 —40 —20 w 48 Rnw 5088 5088 LK 5084 5084 5080 5080 5076 5076 80 100 —140 —120 —100 —80 —60 —40 —20 Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 20 10 O 20 40 HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 10' ---LCIIIIIIIQ0 T DEPARTMENT OF TRAMPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: 33441 0 20 40 52+50 ow 5088 5084 5080 5076 ROW 0 20 40 60 80 RECORD DRAWING DATE: 11 /11 /09 XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. S�ONALE� INTERWOOT CONSULTING GROUP SHIELDS CROSS SECTIONS Project No./code AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: CROSS SECTIONS Subset Sheet:: 3 of 4 Sheet Number 57 5088 5084 5080 5076 100 Cl - 298 5088 5084 5080 5076 w w 0 55+00 ROW 0% — .24 — ° SEE FOR GRADING SWALE GRADING PLAN 1= r--� N —t—t o U-) —140 —120 —100 —80 —60 —40 —20 w o ROW 5088 5084 5080 5076 0 20 40 5088 5084 5080 5076 54+50 ROW 5088 5084 5080 5076 —140 —120 —100 —80 —60 —40 —20 0 20 40 w 54+00 o ROW ROW 5088 5084 5080 5076 .24 SEE FOR GRADING SWALE PLAN GRADING ^ cz 0 �o —140 —120 —100 —80 —60 —40 —20 Computer File Information Creation Date: 1 1 \12\07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—XS(Shields).dwg Acad Ver. 2007 Scale: 1 :40H 1 :10V Units: ENGLISH 0 L0 Q9wo 0 20 40 Index of Revisions 5088 5084 5080 5076 5092 5088 5084 5080 57+00 ROW ROW 2. OCI v / —140 —120 —100 —80 —60 —40 —20 5092 ROW 5088 — •0% —2. 7% S.� 5084 5080 —140 —120 —100 —80 —60 —40 —20 5092 5088 5084 O n\A/ 0 56+50 5092 5088 5084 5080 20 40 ROW N. -111 go owe] 0 20 40 56+00 Q) onW 5092 5088 5084 5080 60 I N%/YY INV11 0 CD L h 5092 5088 5084 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 TYPE 2 (SECTION IIB) C&G 55+50 ROW 7 7-PROPOSED GROUND ROW 5088 5084 5080 5088 5084 5080 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 SIDEWALK PROPOSED RETAINING WALL — — _ — — EX GROUND TYPE 2 (SECTION IB) C&G SEE GRADING PLAN FOR SWALE GRADINGry I I I —r o �o Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 20 10 O 20 HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 10' � OT DEPARTMENT 0 TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 �Y�tX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: Void: 33441 �S3/ONAL •ECG\ I N T E R W E: C O N S U L T I NO GROUP SHIELDS CROSS SECTIONS Project No./code AQC M455-074 Designer: J. LOFTON 15572 Detailer: J. LOFTON Sheet Subset: CROSS SECTIONS Subset Sheet:: 4 of 4 Sheet Number 58 C1 - 298 0 0 W � 112 ROW EX 5't 81'tl FL -FL EX 5't SIDEWALK SIDEWALK EX 10't 12't RIGHT 21't 6' 12'� 12' LEFT 12't 6't EX 9't 1 PARKWAY TURN PAINTED MEDIAN BIKE TRAVEL TURN TRAVEL BIKE PARKWAY I i --- t=T--------- -s - � I - ---X SIDEWALK EX C&G-JEX ASPHALTEX C&G Vfx SIDEWALK J% SHIELDS STREET TYPICAL SECTION # 1 (APPROX. CL STA 39+ 12 TO CL STA 40+81) STA 40+81 TO STA 42+72 TRANSITION TO SHIELDS STREET TYPICAL SECTION #2 3 0 W 0: ROW VARIES 94't-100't EX 5't EX 5't FL —FL VARIES 70't-81't SIDEWALK IDEWALK N, EX 9't 8't 12' 12' PAINTED 12' 12' 6't EX* 1 PARKWAY —BIKE--TRAVEL TRAVEL MEDIAN TRAVEL TRAVEL BIKE PARKWAY VARIES VARIES IIL ---Z----T-------TLJ----------J-------------------I---------- -----------Z_�-------- EX C&G- S EX ASPHAL TJ i �EX ASPHALT EEX C&GX SIDEWALK � EX SIDEWALK 3 0 8' SIDEWALK 2' TYPE 2 (' SHIELDS STREET TYPICAL SECTION #2 (APPROX. CL STA 42+72 TO CL STA 43+85) ROW VARIES 94'f - 100't 1 81't FL -FL 81t 12' 12' PAINTED 12' 12' BIKE TRAVEL TRAVEL MEDIAN TRAVEL TRAVEL VARIES *STA 42+50 TO STA 44+89 EX 11'f BUS TURN OUT EX PARKWAY VARIES 0'-9't EX 5't SIDEWALK EX* 1 PARKWAY VARIES ------ EX EX SIDEWALK' EX C&G STA 43+85-43+88 *STA 42+50 TO STA 44+89 PARKWAY VARIES EX 11'f BUS TURN OUT STA 43+88-44+88 EX PARKWAY VARIES 0'-9't ATTACHED SIDEWALK SHIELDS STREET TYPICAL SECTION #3 (APPROX. CL STA 43+85 TO CL STA 44+88) STA 44+88 TO STA 46+91 TRANSITION TO SHIELDS STREET TYPICAL SECTION #4 UomDuter rile Inrormation Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—TYPSEC.dwg Acad Ver. 2007 Scale: 1:20 Units: ENGLISH ndex of Revisions 32' FL -FL 8' SIDEWALK 8' 12' 12' 2 BIKE TRAVEL TRAVEL VARIES 2% 2%-2.5% J. _ 4.1 6" SIDEWALK W/ 6" COMPACTED SUBGRADE TYPE 2 (SECTION IIB) 6' SIDEWALI DIST VARIES DIST VARI (1'-1 :i M C 2' 10' PARKWA 2% CENTERLINE LOCATION J & ELEVATION OF CHANNEL SHOWN ON GRADING PLAN 6" SIDEWALK W/. 6" COMPACTED SUBGRADE Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 27" PAVEMENT SECTION (TYP.) (SEE NOTE 1) 2' RIGHT F' TURN BI VARIES 128't-1 MEDIAN 12' 12' VARIES LEFT TURN LEFT T TYPE 2 (SECTION IB) C&G RECORD DRAWING DATE: 11 /11 /09 XX:XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 12' 12' 6' 12' RIGHT TRAVEL TRAVEL BIKE TURN VARIES 2%-2.5% L22.5" CONCRETE SECTION (TYP.) (SEE NOTE 2) TYPE 2 (SECTION IIB) SHIELDS STREET TYPICAL SECTION #4 (APPROX. CL STA 46+91 TO CL STA 49+05) STA 49+05 TO STA 50+85 SHIELDS/HARMONY INTERSECTION TRANSITION TO SHIELDS STREET TYPICAL SECTION #5 TYPE 2 (SECTION IIB) C& 141' ROW- 66' FL -FL in, 12' 12' 12' TRAVEL LEFT TURN LEFT T VARIES 2%-2.5% 6' SIDEWAI 10' PARKWAY 6" SIDEWALK W/ 6" COMPACTED SUBGRADE 2'[ 2% 3 0 J TALK 7' I 12' 12' 8't PVAR ESY MEDIAN I TRAVELTRAVEL—TBIKE 0'-10't VARIES 3t'-13'f VARIES 1 2%-2.5% EX S/DEWALKJ G 22.5" CONCRETE SECTION (TYP.) I 27" PAVEMENT SECTION (TYP.) EX C&G (SEE NOTE 2) (SEE NOTE 1) TYPE 2 (SECTION IB) C&G SHIELDS STREET TYPICAL SECTION #5 (APPROX. CL STA 50+85 TO CL STA 52+35) STA 52+35 TO STA 56+56 TRANSITION TO SHIELDS STREET TYPICAL SECTION #6 NOTE: 1. THE 27" HMA PAVEMENT SECTION SHALL CONSIST OF THE FOLLOWING: 2" HMA GRADING S (100) (PG 64-28) 7" HMA GRADING SG (100) (PG 58-28)(2-3.5" LIFTS) 6" ABC (CLASS 5 OR 6) 12" FLY ASH 2. THE 22.5" CONCRETE SECTION SHALL CONSIST OF THE FOLLOWING: 10.5" PORTLAND CEMENT CONCRETE (CLASS P) 12" FLY ASH TREATED SUBGRADE 3. THE COMPACTED SUBGRADE NEEDED BENEATH PAVEMENTS CAN BE INORGANIC ON —SITE OR SIMILAR OFF —SITE SOILS WITH 100 PERCENT PASSING THE 6—INCH SIEVE, PLACED IN 8—INCH MAXIMUM LOOSE LIFTS AT 2 PERCENT BELOW TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698). 0 DEPAMEPOWATION O� 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG As Constructed No Revisions: Revised: Void: TYPICAL SECTIONS Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: TYP SECTIONS Subset Sheet:: '¢ 33441 r• �IONAL •E�� Project No./Code AQC M455-074 15572 1 of 1 SHEET NUMBER 6 C1 - 298 I lims ma r HARMONY ROAD \\\ \\ n \ , ilins- i imix 111 �� 50 0 50 100 SCALE: 1 " = 1 00' Y.\1� PIPUvpW II 7YI OW I—\ Y1" 1 ii a' z ` _ .. .. LIMITS OF CONSTRUCTION PHASE II W - _ r (SEE CITYOF FORT COLLINS HARMONY ROAD II � COLLINS BROPHY IMPROVEMENT PLANS FOR CONTINUATION) II II a MAINTAIN ACCESS TO WEST CURB OF MEDIAN TO -..: BROPHY PROPERTY BE CONSTRUCTED IN PHASE 1 MAINTAIN ACCESS TO COLLINS PROPERTY � BARRIER TO PREVENT LEFT TURN MOVEMENTS X I I I I ENTIRE MEDIAN TO BE CONSTRUCTED IN PHASE 1 1\111AINS FRONT RANGE COMMUNITY COLLEGE 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. - -- - - - - - ---------------I- `-------- II _ �� ,\ �\ Z 4 I W LIMITS OF CONSTRUCTION \\ O (SEE CITYOF FORT COLLINS HARMONY ROAD THE WOODLANDS \ THE WOODLANDS W IMPROVEMENT PLANS FOR CONTINUATION) CONDOMINIUMS \ CONDOMINIUMS P.U.D. P.U.D. Y.S� Z4 0 \ II a I 2 I I II I SHIELDS STREET CONSTRUCTION AREA HARMONY ROAD CONSTRUCTION AREA RECORD DRAWING DATE: 11 /11 /09 .XX:)fX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. s� - 33441 �p . \ ONAL VNG /v W UZ U �Z w -1 Computer File Information Index of Revisions OT Fort Collins '---- ---� DEPARTMENT OO-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS PHASING PLAN PHASE 1 Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—PH.dwg Detailer: J. LOFTON rVoid: Sheet Number 59: Acad Ver. 2007 Scale: 1 :100 Units: ENGLISH Sheet Subset: PHASING Subset Sheet:: 1 of 3 Cl - 29$ I r v COLLINS L_ BROPHY �I I � I BARRIER TO PREVENT LEFT TURN MOVEMENTS ------- --- FRONT RANGE COMMUNITY COLLEGE N OTE: 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. Computer File Information Creation Date: 11/12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—PH.dwg Acad Ver. 2007 Scale: 1:100 Units: ENGLISH Index of Revisions I I I I I I I i I I I tI LIMITS OF CONST (SEE CITYOF FORT COLLIN IMPROVEMENT PLANS FOI I I I I II II II II II II II I II II I RUCTION 5 HARMONY ROAD 2 CONTINUATION) I I I SHIELDS STREET \ 2 EAST CURB OF MEDIAN TO BE CONSTRUCTED IN PHASE-2 LIMITS OF CONSTRUCTION (SEE CITYOF FORT COLLINS HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) THE WOODLANDS I CONDOMINIUMS P.U.D. �I 00 jl I SHIELDS STREET CONSTRUCTION AREA HARMONY ROAD CONSTRUCTION AREA Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221 —6378 0 DEPARTMENT O POR 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG HARMONY PINEVIEW P.U.D. PHASE 11 PORTION OF MEDIAN AND WAKEROBIN TO BE CONSTRUCTED IN PHASE 2 THE WOODLANDS CONDOMINIUMS P.U.D. RECORD DRAWING DATE: 11 /11 /09 1SX-ifX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. S 33441 Z wZ �d J I it 4 I I II I II �SS�ONAL•E�G� As Constructed SHIELDS PHASING No Revisions: PHASE 2 Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: PHASING Subset Sheet:: 0 /Ico W U UZ M� IL F W INTERWESTPjjJ CONSULTING GROUP PLAN Project No./Code AN M455-074 15572 2 of 3 1 Sheet Number 60 C1 - z90 I COLLINS _� i I BROPHY I I I I — BARRIER TO PREVENT LEFT TURN MOVEMENTS FRONT RANGE COMMUNITY COLLEGE NOTE: 1. PHASING SHOWN IS SUBJECT TO CHANGE. 2. SEE SPECIFICATIONS FOR DETAILED PHASING/MILESTONE REQUIREMENTS. Computer File Information Creation Date: 1 1 /12/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—PH.dwg Acad Ver. 2007 Scale: 1 :100 Units: ENGLISH ndex of Revisions II I I i LIMITS OF CONS (SEE CITYOF FORT COLLI IMPROVEMENT PLANS F( 7 V III II I I, I II I I RUCTION S HARMONY ROAD R CONTINUATION) SHIELDS STREET 00 PINEYIEW P.U.D. PHASE II • O \ I HARMONY - AD MM Z II O W wZ II II �QQ J II I II 4 II I I I II 0 /9 W U9 IL w 2p�1 i } _ ``_-----------—----- _ — ——————— — — — — -- II LIMITS OF CONSTRUCTION �� ' \ O (SEE CITYOF FORT COLLINS HARMONY ROAD THE WOODLANDS \ THE WOODLANDS lZ W IMPROVEMENT PLANS FOR CONTINUATION) I CONDOMINIUMS CONDOMINIUMS P.U.D. P.U.D. SHIELDS STREET CONSTRUCTION AREA HARMONY ROAD CONSTRUCTION AREA Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221-6605 FAX: (970) 221-6378 �0T DEPAWMENT OF TRANSPORTAIION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 XX.XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. - 33441 SS�ONAL•ENG As Constructed SHIELDS PHASING PLAN No Revisions: PHASE 3 Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: PHASING Subset Sheet:: INTERWESTM,1 CONSULTING GROUP Project No./Code AQC M455-074 15572 3 of 3 Sheet Number 61 C1 - 298 00 O-6 N 1 9� 9.910 J 38+00 6 t — I 12' f 12' t 12' f M lHl� VI w C\J 6, 12' " �--12' 13't I 711 II BIKEWAY RIGHT w LANE U BIKES U z ONLY U g SPECIAL (CL STA 39+85) LL low z w RIGHT LANE MUST TURN RIGHT R3-7 (2) (CL STA 39+28) (CL STA 40+73) 40+00 TRACT D WE & DE) III WESTBURY P.U.D. 2ND FILING TRACT E - WE & DE) BEGIN RIGHT TURN LANE YIELD TO BIKES \\ R4-4 EX ROW (CL STA 42+67) W4-2 — — Q x,� — _ Q (CL STA 43+80) 169' STORAGE�I� ---- — 180 TAPER _— — — — =j-200' STORAGE "BIKELANE" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) NOTE: 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. t 41 +00'n 1p HARMONY W U�It L6Z w °I COLLINS ---- - - - - - � PROPOSED ROW 12' w z 12' TJ rL 12' U 12' — — — — — — — — — — — — — "ONLY" AND "TURN ARROW" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) FRONT RANGE COMMUNITY COLLEGE 160' TAPER- 42+00 —+ - STRIPING LEGEND DA DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP © SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP E\ DOUBLE YELLOW LANE LINE 4" WIDE 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP 1 'J' Q �— �1 43+00— E��4+ f SHIELDS CL— E SECTION LINE —� RECORD DRAWING DATE: 11 /11 /09 JX-tX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 rc OOv \SS�ONAL ENG Computer File Information I Index of Revisions pT Fort Collins vi i DEPARTMENT 0-P0- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS SIGNING & STRIPING STA 39+00.00 TO STA 44+75.00 Project No. Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—STR(Shields).dwg Detailer: J. LOFTON Void: I Sheet Number 62 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset:SIGNING & STRIPING Subset Sheet:: 1 of 3 C1 � 298 W 8' z 12' NJ 12' V r 45+00 low 00 12' ~ 12 STRIPING LEGEND @A DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP © SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP �E DOUBLE YELLOW LANE LINE 4" WIDE 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP SPEED LIMIT 40 R2-1 (CL STA 47+00) "ONLY" AND "TURN ARROW" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) e =0 I � 160' TAPER 160' TAPER Q 6' —► —� Co ' 12 Tf O E • �— • � I. a BEGIN RIGHT TURN LANE YIELDIKES R4-4 (CL STA 44+90) R4-7 W/ OMB1-2 (CL STA 45+63) BROPHY NOTE: 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. 17�. 25 • 25 50 • L ^ �I LIMITS OF CONSTRUCTION \ L BIKEWAY (SEE CITYOF FORT COLLINS HARMONY ROAD RIGHT LANE IMPROVEMENT PLANS FOR CONTINUATION) I BIKES ONLY SPECIAL (CL STA 48+50) "BIKELANE" PAVEMENT MARKINGS (TYP.)- (SEE NOTE 1) 4,,,,—PROPOSED ROW SHIELDS STREET`" 12' 12' 12' B SHIELDS CL— SECTION LINE 12 48+OCR g -214' STORAGE (2) 12 257' STORAGE 12 B B 6' 12 I� 10' • • . s e.. .� H E' b n+ lir �6' FRONT RANGE COMMUNITY COLLEGE 0 b WHIT 18" S OP BAR (63 LF) TI R —7 W/ OMB1-2(4) (CL STA 49+26) T (CL STA 49+90) I (CL STA 50+01) (CL STA 50+65) WHITE 18 STOP BAR 63 LF HARMONY ROAD m O J W b b 10' 12'-150' STORAGE 6> B B W U Ugm L` i W 12' 12' o LL 12' cc +- 12' �` 12' < B ,J] 12' 12' B 12' 12' 12' J 12' �A N LL_ — 12' 12' 8 _j* 8' # F"BIKELANE" PAVEMENT KINGS (TYP.) SEE NOTE 1) e LIMITS OF CONSTRUCTION SEE CITYOF FORT COLLINS HARMONY ROAD IMPROVEMENT PLANS FOR CONTINUATION) RECORD DRAWING DATE: 11 /11 /09 �X-kX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLJNS SURVEY DEPARTMENT. BIKEWAY RIGHT LANE BIKES ONLY EXISTING SIGN . TO REM% IN c¢ 33441 r' •'• E INTERWEST•'iell, CONSULTING GROUP `'S`/ONA•'L �G\ Computer File Information Index of Revisions OT Fort Collins '---- DEPARTMENT OF 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS SIGNING & STRIPING STA 44+75.00 TO STA 51 +75.00 Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/15/08 Initials: JDL Full Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—STR(Shields).dwg Detailer: J. LOFTON Void: Sheet Number 63 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset:SIGNING & STRIPING Subset Sheet:: 2 of 3 C1 - 298 00 014, N �— ,6, In Q� Ln 0' STORAGE (2 BEGIN RIGHT TURN LANE YIELD TO R4-4 (CL STA 53+90) PINEVIEW P.U.D. PHASE II 6 r_ L 150' TAPER U� a4-n STOP R1-1 W/ STREET NAME SIGN (D3) ABOVE (CL STA 55+74) "BIKELANE" PAVEMENT MARKINGS (TYP.) PROPOSED ROW (SEE NOTE 1) n I 173' TAPER I SHIELDS STREET "ONLY" AND "TURN ARROW" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) THE WOODLANDS CONDOMINIUMS P.U.D. ■ G. L �— i I I II zw �z 00 05 w N OTE: 1. ALL LONGITUDINAL PAVEMENT MARKINGS TO BE DONE IN LATEX PAVEMENT I I MARKING PAINT. ALL TRANSVERSE PAVEMENT MARKINGS TO BE DONE IN PREFORMED THERMOPLASTIC. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE OR CENTER OF STRIPE TO FLOWLINE OF CURB. EX ROW—/ 3. ALL SIGNING AND MARKING TO BE DONE IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS. 25 O 25 50 SCALE: 1 " = 50' 7+0 R4-7 W/ OMB1-2 (CL STA 56+83) W E 8 — VSHIELDS CL_ SECTION LINE STRIPING LEGEND w I U F' U m � �y C LL Z C W W Q� U, 2 I FRCC r' PINEVIEW P.U.D. PHASE I DC z 12' l 2' �I0 U. p U � 58+00 --. 59+' 0- 0 z- c p 8'f- 6't U (Z) DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP © SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE O DOTTED WHITE LINE 4" WIDE, 2' LONG WITH 4' GAP �E DOUBLE YELLOW LANE LINE 4" WIDE 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP RECORD DRAWING DATE: 11 /11 /09 �JHfX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 S�ONAL•E�G INTERWESTEJ CONSULTING GROUP Computer File Information Index of Revisions �T Fort Collins ___, DEPARTMENT OF O-POR� 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221 —6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed SHIELDS SIGNING & STRIPING STA 51 +75.00 TO STA 58+61.58 Project No./Code Creation Date: 11 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 1 2/1 5/08 Initials: JDL Full Path: Revised: . Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—STR(Shields).dwg Detailer: J. LOFTON Void: Sheet Number 64 Acad Ver. 2007 Scale: 1 :50 Units: ENGLISH Sheet Subset: SIGNING & STRIPING Subset Sheet:: 3 of 3 C1 - 298 I Q , Q 4 G ° 8`0 12' 6' 12' 12' 12' 7'� 14' 14' G �O 8 10 6 (50) -- —P-4 � O FT] a - -- ° \ lil YI 11 10 g L-4, 8 G PIED POLE -P-5 � ° 1 a9-7� G ° ° \ - o PED POLE ° P-3 10, - x - —� 12 o° l- ° 1 6 ° g' P-6 1 YZ/ G �° G Q 2' Q �1 L - _ Q Q Q 8' L-5 �/ ° G Q 6 G � I ° % GQ ° G 12' 14 ° ° 12 ° T SHIELDS G G L\ 4 G ° N, ° 12' (6 0) 15 ° ° 12' STREET 1° G QME° _ fTl G Q 7' PED POLE — L, -- ° G G ° ° = °°°0000 a 16 ° ° G ° G 12'� 1� = G Q u ° Q G II L Q G Q ° G G G 12 Q L i 2 Q G 6 1 17 G L\ ° G ° 12' G ° G - Q c� 12' \ Q1 Q G ° c G z5-PED POLE o o� FT] 1 >>°a°a"c°o 0 0 0 ° D o G �G SHIELDS °11 STREET' Q \ G ° 12' 3 G L- 4 12 n G J ° QG �, P 10' P-7 ��� F, °-- WEATHER STATION ---Q� � -- Q-Jiro --� °6'ED POLE[ - P]' 0------- - t ° I PED POLE }� Q 19 L-3 — 20 21� 0022 i P °t1o, I - — G G 501 8' 14' 14' 7' ° `12' 12' 12' 6' 12' 0 8' W*44° G Q � I L- o 12' 8' 8 E` RECORD DRAWING DATE: 11 /11 /09 11.X�f7C XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 4. � 101, HARMONY W I U U) U9 �y oIL z W Q (fit/ FRCC = C li 7MMMMM LEGEND TRAFFIC SIGNAL — STREET LIGHT POLE WITH MAST ARM TRAFFIC SIGNAL HEAD, NEW TRAFFIC SIGNAL HEAD, EXISTING PEDESTRIAN SIGNAL HEAD, NEW PEDESTRIAN SIGNAL HEAD, EXISTING CONDUIT LOOP DETECTOR PULL BOX TRAFFIC SIGNAL CONTROLLER PEDESTRIAN PUSH BUTTON VIDEO DETECTION S' p 33441 -A0 SS�ONAL ENG INTERWE3T€1"':':':1 CONSULTING GROUP Computer File Information Index of Revisions OT Fort Collins ~� DEPARTMENT OO-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed HARMONY/SHIELDS INTERSECTION SIGNAL PLAN Project No. Code Creation Date: 11/12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/23/08 Initials: JDL FUII Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601 200FOR-SIG.dwg Detailer: J. LOFTON Void: Sheet Number 65 Acad Ver. 2007 Scale: 1 :30 Units: ENGLISH Sheet Subset: SIGNAL Subset Sheet:: 1 of 2 G1 - 298 re d% N CA PHASING DIAGRAM M. 5 I07 07 0) APPROXIMATE QUANTITIES ITEM QUANTITY 202 REMOVE TRAFFIC SIGNAL POLE, SPANWIRE AND HEADS - 202 REMOVE MAST ARM AND HEADS - 202 REMOVE EXISTING CONTROLLER, CABINET AND FOUNDATION - 202 REMOVE TRAFFIC AND PEDESTRIAN SIGNAL HEAD - 202 REMOVE PAVEMENT MARKINGS - 613 3" CONDUIT (JACKED) - 613 3" CONDUIT - 613 2" CONDUIT 600 613 1" CONDUIT 250 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 1 614 TRAFFIC SIGNAL CONTROLLER (2 PHASE) - 614 CONTROLLER CABINET (332) - 614 CONTROLLER CABINET (336) - 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 25 FT. - 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 30 FT. - 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 50 FT. 2 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 60 FT. 2 614 TRAFFIC SIGNAL - PEDESTAL POLE - 614 TRAFFIC SIGNAL HEAD - 614 PEDESTRIAN SIGNAL HEAD 22 614 PUSH BUTTON 8 614 LOOP DETECTOR - WIRE 8 614 VEHICLE DETECTOR AMPLIFIER - 614 FLASHING BEACON - 614 FLASHING FIRE SIGNAL - 614 METRO (SIGN PANEL (CLASS 1)) 4 614 ELECTRICAL SERVICE UTILITY - 614 LANE USE SIGNS (SIGN PANEL (CLASS 1)) 2 614 RIGHT LANE MUST TURN RIGHT SIGN SIGN PANEL (CLASS 1)) - 614 SIGNAL AHEAD (SIGN PANEL (CLASS 1)) - 614 FIRE STATION AHEAD (SIGN PANEL (CLASS 1)) - 614 VIDEO DETECTION UNIT - 627 PAVEMENT MARKINGS CROSSWALK, STOP BAR) - 627 PAVEMENT MARKINGS LANE LINES) - + FOUNDATION - CONTROLLER 1 + FOUNDATION - POLE 4 + FOUNDATION - PED. POLE - + COMMUNICATION SERVICE CONNECTION 1 + PEDESTRIAN INFORMATION SIGN 4 + WIRING 1800 + PULL BOX 6 + GROUND ROD 6 + LUMINAIRE 4 + 3' 90' L 40 + 3" PVC COUPLING 40 + NOT A PAY ITEM w B STREET NAME SIGN (METRO) L-3 L-5 34 50 110 30" LANE USE SIGN L-1 L-2 56 46 57 278 391 — 868 62 72 160 NB ADT 9813 SB ADT 11672 WB ADT 9935 EB ADT 6394 51 52 114 24" <—)I( Y )1 12" <--)I( G )1 12" 365 282 414 312 920 694 413 123 509 119 1131 264 TRAFFIC COUNT 2007 DATA HEAD 11, 22 241 PH 218 DHV 464 ADT 268 237 526 133 96 210 TRAFFIC SIGNAL HEADS HEAD 2, 13 12° • 12" � 12" . 12.. 12" O 12" 12" . 12" 12" O 12" Q_ 12" 12" HEAD HEAD HEAD 1, 3, 4, 7, 9, 5, 6, 8, 16, P1 — P8 12 10, 11, 14, 15, 17, 19 18, 20, 21 UTILITY CONTACTS: FORT COLLINS TRAFFIC DAN HOLLAND 970 221-6816 FORT COLLINS WATER/WASTEWATER TERRY ROBINSON 970 221-6814 FORT COLLINS ELECTRIC ROGER VAIN 970 221-6294 XCEL ENERGY LEN HILDERBRAND 970 225-7847 POUDRE VALLEY RURAL ELECTRIC TERRY FIELDING 970 226-1234 QWEST LIN SPENCE 970 377-6403 EASTERN LARIMER COUNTY WATER DISTRICT CHARLES HANNAH 970 493-2044 COMCAST CABLE DENNIS GREENWALT 970 484-7166 COLORADO STATE UNIVERSITY BILL HESS 970 491-0187 SOUTH FORT COLLINS SANITATION DISTRICT TERRY FARRILL 970 226-3104 FORT COLLINS — LOVELAND WATER DISTRICT TERRY FARRILL 970 226-3104 RECORD DRAWING DATE: 11 /11 /09 )KkC XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 NONAL ENG\ INTERWEST ON S U L T ING G R O UP Computer File Information Index of Revisions 0 Tj Fart Collins '---' ---� DEPARTMENT OO-POR- 1420 2nd Street 281 North College Avenue Greeley, CO 80631 Fort Collins, CO 80522 Phone: (970) 350-2126 Phone: (970) 221-6605 FAX: (970) 350-2198 FAX: (970) 221-6378 Region 4 PJG As Constructed HARMONY/SHIELDS INTERSECTION SIGNAL PLAN DETAILS Project No./Code Creation Date: 1 1 /12/07 Initials: JDL No Revisions: AQC M455-074 Last Modification Date: 12/23/08 Initials: JDL FUII Path: Revised: Designer: J. LOFTON 15572 Drawing File Name: 104601200FOR—SIC.dwg Detailer: J. LOFTON Void: Sheet Number 66 Acad Ver. 2007 Scale: 1 :30 Units: ENGLISH Sheet Subset: SIGNAL Subset Sheet:: 2 of 2 C1 - 29 CO CK N I Computer File Information Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—SAQ.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM NO. CONTRACT ITEM UNIT ROADWAY PROJECT TOTALS PLAN AS CONST. PLAN AS CONST. 201 Clearing and Grubbing LS 1 1 202 Removal of Tree EA 96 96 202 Tree Trimming EA 10 10 202 Removal of Pipe LF 112 112 202 Removal of End Section EA 3 3 202 Removal of Sidewalk SY 740 740 202 Removal of Concrete Gutter (10 foot Wide) LF 60 60 202 Removal of Curb and Gutter LF 1329 1329 202 Removal of Concrete Curb Ramp SY 36 36 202 Removal of Concrete Pavement SY 45 45 202 Removal of Asphalt Mat SY 9551 9551 202 Removal of Concrete Traffic Signal Pole Base (Top 3 Feet) EA 4 4 203 Unclassified Excavation (Complete In Place) CY 3917 3917 203 Muck Excavation CY 200 200 203 Potholing With Surveying and Stationing of U/G Utilities LS 1 1 206 Structure Excavation CY 35 35 206 Structure Backfill CY 18 18 206 Filter Material (Class C) CY 10 10 207 Topsoil CY 593.0 593.0 207 Stockpile Topsoil CY 1907 1907 207 Topsoil (Special) - Amended Onsite for Median and Parkway Areas CY 913 913 208 Wattles (25 ft Sections) EA 5 5 208 Silt Fence LF 515 515 208 Construction Fence LF 900 900 208 Concrete Washout Structure EA 1 1 208 Storm Drain Inlet Protection (Type 1) EA 3 3 208 Storm Drain Inlet Protection (Type 2) EA 2 2 208 Storm Drain Inlet Protection (Type 3) EA 3 3 208 Stabilized Construction Entrance EA 2 2 208 Erosion Control Supervisor HR 1 75 75 209 Water (Landscaping) LS 1 1 210 Reset Mailbox Structure EA 1 1 210 Reset Water Service EA 2 2 210 Reset Fence LF 721 721 210 Adjust Manhole EA 3 3 210 Modify Inlet EA 1 1 210 Adjust Valve Box EA 8 8 212 Native Seeding ACRE 1 1 304 Aggregate Base Course (Class 5 or 6) (4" Depth) - Driveways and 2' Wide Shoulder TON 10 10 304 Aggregate Base Course (Class 5 or 6) (6" Depth) TON 2995 2995 307 Fly Ash TON 846 846 307 Processing Fly Ash Treated Subgrade (12" Depth) SY 14094 14094 403 Hot Mix Asphalt (Patching) (Asphalt) TON 55 55 403 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (7" Depth) TON 2981 2981 403 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (2" Depth) TON 852 852 ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 0 DEPARTMENT OTRAM�PORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 XX.XX XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. 33441 r: AS `SS/ONAL ECG INTEEWEET II"-iA CONSULTING GROUP As Constructed SUMMARY OF Project No./Code No Revisions: APPROXIMATE QUANTITIES AQC M455-074 Revised: Designer: J. LOF-FON Detailer: J. LOF FON Void: Sheet Subset: SAO Subset Sheet:: 15572 1 of 2 Sheet Number 7 C1 - 2-98 9 Computer File Information Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—SAQ.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM NO. CONTRACT ITEM UNIT ROADWAY PROJECT TOTALS PLAN AS CONST. PLAN AS CONST. 412 Concrete Pavement (6 Inch) SY 14 14 412 Concrete Pavement (10.5 Inch) SY 3304 3304 412 Concrete Pavment (10.5 Inch) - Colored and Stamped Concrete Crosswalks SY 455 455 412 Concrete Pavement (10.5 Inch) - Fast Track (48 Hour) SY 1508 1508 412 Concrete Pavement (10.5 Inch) - Fast Track (24 Hour) SY 150 150 412 Concrete Pavement (11 Inch) SY 45 45 506 Riprap (12") CY 94 94 514 Handrail LF 19 19 601 Concrete Class B (Wall) CY 33 33 603 36 Inch Reinforced Concrete Pipe (Complete In Place) LF 44 44 603 29 x 45 Inch Reinforced Concrete Pipe Elyptical (Complete In Place) LF 27 27 603 36 Inch Reinforced Concrete End Section EA 1 1 604 Inlet Type R L 15 (10 Foot) EA 1 1 604 Manhole Slab Base (6 Foot) EA 2 2 605 4 Inch Non -Perforated Pipe Underdrain LF 176 176 605 4 Inch Perforated Pipe Underdrain LF 1 775 775 608 Concrete Sidewalk (6 Inch) SY 1275 1275 608 Concrete Curb Ramp SY 158 158 609 Curb and Gutter Type 2 (Section I-B) LF 2154 2154 609 Curb and Gutter Type 2 (Section II-B) LF 1 1910 1910 609 Gutter Type 2 (10 Foot) LF 60 60 610 Median Cover Material (Decorative) SF 1231 1231 613 2 Inch Electrical Conduit LF 300 300 613 4 Inch Electrical Conduit LF 300 300 613 Pull Box (Surface Mounted) EA 2 2 620 Sanitary Facility EA 2 2 626 Mobilization LS 1 1 FORCE ACCOUNT ITEMS 700 F/A Minor Contract Revisions F.A. 1 1 700 F/A Asphalt Pavement Incentive F.A. 1 1 700 F/A Concrete Pavement Incentive F.A. 1 1 700 F/A Fuel Cost Adjustment F.A. 1 1 700 F/A Asphalt Cement Cost Adjustment F.A. 1 1 700 F/A On the Job Trainee HR 320 320 700 F/A OJT Colorado Training Program F.A. 1 1 700 F/A Erosion Control F.A. 1 1 Index of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 OT DEPARTMENT O POR 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 Pic RECORD DRAWING DATE: 11 /11 /09 1SX: XiC XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. —Ur 33441 rc O� SS"ONAL E� As Constructed SUMMARY OF No Revisions: APPROXIMATE QUANTITIES Revised: Designer: J. LOFTON Detailer: J. LOFTON Void: Sheet Subset: SAO Subset Sheet:: 2 of 2 INTERWESTiiiii:d CONSULTING GROUP Project No./Code AQC M455-074 15572 Sheet Number 8 C1 - 298 I SUMMARY OF EARTHWORK INDEX ITEM PROJECT TOTALS BOOK PAGE SHEET UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CU. YD. SHIELDS STREET 3917 TOTAL FOR PAY QUANTITY 3917 FOR INFORMATION ONLY EMBANKMENT MATERIAL (NET) CU. YD. SHIELDS STREET 1850 TOTAL 1850 COMPACTION (AASHTO T99) (INFO. ONLY) CU. YD. (MOISTURE & DENSITY CONTROL) EMBANKMENT (NET) 1850 BASES OF CUTS & FILLS 3481 TOTAL 5331 WETTING QUANTITIES (INFO. ONLY COMPACTION GAL. (13,376 X40 GAL./CU. YD.) 213,240 TOTAL 213,240 ROADWAY QUANTITIES BALANCE (INFO. ONLY) CU. YD. UNCLASSIFIED EXCAVATION 3917 (THE UNCLASSIFIED EXCAVATION QUANTITY INCLUDES EXCAVATING THE AREA FOR THE PLANTER BOX IN THE MEDIANS.) EMBANKMENT (NET) x FACTOR (1.2) 2220 EXCESS EXCAVATION (TO BE DISPOSED BY THE CONTRACTOR) 1697 BALANCE TOTALI 3917 Computer File Information Creation Date: 12/24/07 Initials: JDL Last Modification Date: 12/15/08 Initials: JDL Full Path: Drawing File Name: 104601200FOR—SEQ.dwg Acad Ver. 2007 Scale: N/A Units: ENGLISH ndex of Revisions Fort Collins 281 North College Avenue Fort Collins, CO 80522 Phone: (970) 221 —6605 FAX: (970) 221 —6378 SUMMARY OF EARTHWORK INDEX ITEM PROJECT TOTALS BOOK PAGE SHEET TOPSOIL QUANTITIES (INFO. ONLY) TOPSOIL STRIPPED: THIS IS EQUAL TO STOCKPILE TOPSOIL 1907 (ASSUMED DEPTH = 6 INCHES FROM EXISTING ASPHALT TO PROJECT LIMITS) TOPSOIL: 593 PLACE APPROXIMATELY 6 INCHES DEEP FROM PROPOSED BACK OF WALK TO PROJECT LIMITS TOPSOIL (SPECIAL) - AMENDED ONSITE FOR MEDIAN AND PARKWAY AREAS PARKWAY AREA (BACK OF CURB TO FRONT OF WALK) - APPROX 3 INCH DEPTH 109 MEDIAN PLANTER AREA - APPROX 36 INCH DEPTH (DUE TO SLOPED SIDES) 804 TOTAL 913 TOPSOIL QUANTITIES BALANCE (INFO ONLY) STOCKPILE TOPSOIL 1907 TOPSOIL 593 TOPSOIL (SPECIAL) - AMENDED ONSITE FOR MEDIAN AND PARKWAY AREAS 913 TOTAL HAULED OFFSITE1 401 NOTE: 1. A 1.25" SWELL IN THE SUBGRADE FROM FLYASH WAS CALCULATED INTO THE EARTHWORK QUANTITIES. 0 DEPARTMENT OF TRANSPORTATION 1420 2nd Street Greeley, CO 80631 Phone: (970) 350-2126 FAX: (970) 350-2198 Region 4 PJG RECORD DRAWING DATE: 11 /11 /09 1SX-. XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. As Constructed No Revisions: Revised: 1RereI SUMMARY OF EARTHWORK QUANTITIES Designer: J. LOFTON Detailer: J. LOFTON Sheet Subset: SEQ I Subset Sheet:: Project No./Code AQC M455-074 15572 1 of 1 Sheet Number Q C1 - 298