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Home My WebLink AboutSTABILIZATION POUDRE RIVER RECREATION TRAIL TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-26STABILIZATION FORT OF COLLINS FORT THE POUDRE RIVER RECREATION TRAIL COLLINS, COLD. SCALE. 1 500' GENERAL NOTES 1. Work included within the project is covered by a 404 permit. Contractor must comply with all requirements of that permit during construction of these facilities. 2. Revegetation shall comply with the City of Fort Collins Parks and Recreation Department requirements. 3. All areas disturbed by construction which are not shown as regraded on the project drawing shall be revegetated at the expense of the contractor. 4. Use of construction equipment within the river channel shall be minimized to the extent feasible. 5. The steepest slope allowed for any riprap slope shall be 2.5:1. 6. Debris removed from project site shall be disposed of offsite in an approved or public disposal area. No burning or burial of debris will be allowed. 7. Construction activities shall be executed in a manner which minimizes the disruption of the public use of the Recreation Trail. 8. Any damage to existing fences, asphalt paving, culverts, bridges, signs, or othe• existing facilities as a result of construction will be reprired or replaced to equal the conditions prior to construction at the contractor's expense. 9. Material stockpiles, open excavatijns and other hazards shall be barricaded to prevent public ac.:ess and shall comply with applicable safety standards. 10. No onsite fuel storage e,ill be allowed. 11. Any fuel, oil, toxic or hazardous material discharge within 100 ft. of the stream bank shall be reported to the City of Fort Collins project representative immediately regardless of the quantity -of material discharged. 12. Regraded areas to receive revegetation will be determined in the field. 13. All facilities to be staked by the Engineer. 14. At each construction site the quantities of cut and fill are intended to balance. Between staked sections the contractor shall perform the bank preparation in a manner that will balance the earth -moving quantities. 15. The aerial photo used for the plan view of these drawings was taken in April of 1981 and does not reflect accurately the existing con- ditions. It is intended to show the approximate location and alignment of the construction only. Final alignments will be established by construction staking. INDEX SHEET NO. TITLE 1 COVER SHEET 2 PLAN & PROFILE - SITE 1 3 PLAN d PROFILE - SITE 2 & 3 4 PLAN 3 PROFILE - SITE 3 5 DETAILS 5 CROSS SECTIONS - SITE 1 & 2 7 CROSS SECTIONS SITE - SITE 3 1 o7 7 i_7 vvo 505 500 _V MO e M. ME 4+00 1 L_ 3+00 2+00 PROPOSED TOP OF BANK EXISTING TOP OF BANK ..._WATER SURFACE 2/8/84 EXISTING BOTTOM OF CHANNEL I ` 1 —PROPOSED TOE OF RIPRAP 1 +00 0+00 NOTES 1 EXISTING RIPRAP TO BE REPLACED WHERE DISTURBED BY NEW CONSTRUCTION BY USING EXISTING MATERIALS (TYP) 2 RIPRAP TO BE PLACED AROUND EXISTING TREE TRUNKS WITH NO DAMAGE TO TRUNKS OR ROOT SYSTEM BY VARING DEPTHS OR SLOPES OF EXCAVATION 3 BANK MATERIAL IS TO BE REPLACED SURROUNDING POINTS WHERE RIPRAP IS TIED TO BANKS. BACKFILL TO BE COMPACTED TO 95% DENSITY ASTM D698 TYPICAL AT ALL TIE POINTS ALL SHEETS SCALE: 1"a50' VERT. SCALE: 1"s5' HOR. SCALE: 1"e50' 505 500 495 "a MR I'lir s cr k% F- � M N � a� • M 0 s M • W 2 V � O H s a � 3 Z N o W Q o • � W Zuj Z Q � • O W V 2 a: mi s V • 6-1 r� z r FFzi� W U? `3W CO Q J Wa >ccL M—f 1.� W r Q �•- 0 W Q 1 =cr0 J W Cl) a OJZ x 0 0 < a �vw od N it Jam Q QWM EnLL I W Project No. CO-FC-02 Date: FEB 1984 Design: NEB Drawn: KAS Check: JRK/PFL Revisions: 110 105 100 95 .e z z 8 0 EXISTING TOP OF BANK T PROPOSED TOP OF BANK I / IWATER SURFACE 2/8/84 I I 1 EXISTING BOTTOM OF CHANNEL I PROPOSED TOE OF RIPRAP 4+00 3+00 2+00 1 +00 0+00 9+00 EXISTING TOP OF BANK PROPOSED TOP OF BANK / I L EXISTING BOTTOM OF CHANNEL PROPOSED TOE OF RIPRAP 7+00 6+00 CD LO W Z J H Q + to NOTES 1 RIPRAP TO BE PLACED SURROUNDING EXISTING TREES WITHOUT DAMAGE TO THE TRUNK OR ROOT SYSTEM BY VARING EXCAVATION DEPTHS AND SLOPES 2 ACCESS TO CONSTRUCTION SITE 2 SHALL BE COORDINATED THROUGH THE CITY OF FORT COLLINS PROJECT REPRESENTATIVE TO AVOID CONFLICTS WITH ADJACENT LAND OWNERS 3 SEE NOTE 3 SHEET 2 4 SEE NOTE 1 SHEET 2 SCALE: 1"a50' VERT. SCALE: 1"e5' HOR. SCALE: 1"z50' 110 105 100 95 .E m LR a 1 &1Fti 0 F- ZW q .W <� J Cl) CC od >� N OC ZLu . crOcr W :5< _0 W to °- oc il =wCQ Jcc U. Z C- LL 09a 00< U W a a F- �O>- a aWm LL J F- 2 W a � F- Project No. CO-FC-02 Date: FED 1984 Design: NEB Drawn: KAS Check: JRK/PFL Revisions: 110 105 100 95 .f `-E no7 5+00 4+00 3+00 2+00 1 +00 0+00 5' WATER SURFACE 2/8/84 NOTES 1 RIPRAP TO BE PLACED AROUND EXISTING TREES WITHOUT TRUNK OR ROOT SYSTEM DAMAGE BY VARYING EXCAVATION DEPTHS AND SLOPES 2 SEE NOTE 3 SHEET 2 VERT. SCALE: 1"—_ 5' NOR. SCALE: 1"-50' 110 105 100 m Em s cr O h ~ M N � N 'a M � S M V W � Z Z O o a .Z a . 3 N �f1 Z W c co 0 V � o W � Q W � Z • O G� z uJ •� i.,� W s vio � • Cc ago _ Z i O O V1 iY O a �2 0 I- ZW W W UJ m MQ W CC W 0 M �— f.f_ F- 0W 0Ua.=0.cr0oCJ-n. V) Z W 0 0 z�z 00Q w a ot$ N cr .3 0 LL a Q w� J = W Om co�- -� Project No. CO—FC-02 Date: FEB.1984 Design: NEB Drawn: KAS Check: JRK /PFL Revisions: FABRIC SPLICE AT ME PARTICLE SIZE (POUND) PERCENT OF TOTAL WEIGHT LESS THAN GIVEN SIZE MAX. MIN. 1275 100 1100 555 70 50 275 50 35 10 2 10 RIPRAP GRADATION REQUIREMENTS MEDIAN SIZE = 18 INCHES STANDARD SIEVE SIZE PERCENT PASSING BY WEIGHT MAX. MIN. 3/4 InCh 100 100 N0. 4 50 30 N0. 10 50 25 N0. 40 30 18 NO. 200 12 5 AGGREGATE FILTER BLANKET GRADATION REQUIREMENTS PLACE S' AGGRAGATE MATERIAL M FOLD OF FILTER PABRIC ADJACENT TO TRW ALL AROUND C—C FILTER FABRIC INSTALLA N AT , B' 3/15' STEEL BAR III UNROLLED FILTER FABRIC 'ARED STREAM BANK 'LACES EXISTING STREAM BED BACKFILL STREAM BANK-�- MIT" APPROVED NATIVE MATERIAL ANCHOR PIN AT MAX 50' SPACING GEOTEXTILE FR.TER FABRIC PREPARED STREAM BANK TER FABRIC SPLICE DETAI SECTION A —A NO SCALE REGRADE BACKFILLED STREAM BANK #0 PRECONSTRUCTION CONFIGURATION AND REVEGETATE RIPRAP BLANKET SEE INSTALLATION DETAIL TYPICAL END SECTION NO SCALE TOE OF RIPRAP .i TOP OF PREPARED STREAM BANK RIPRAP TIE INTO BANK PLAN VIEW SCALE TOP OF RIPRAP EXISTING STREAM BOTTOM TOE OF RIPRAP 5" BELOW STREAM 090 13ACKFLL TOE TRENCH WITH NATIVE STREAM BED MATERIAL 3' THICK RIPRAP E 3' rl BANK TRENCH FOR FABRIC 1-4' MIN, AGGREGATE FILTER BLANKET TREVIIA 1127 FILTER FABRIC SEE SPLICE DETAIL PREPARED STREAM BANK COMPACTED TO 95% DENSITY AST01 D69S GRADE TO SLOPES SHOWN ON CROSS -SECTIONS, 2.5-1 MAXIMUM SLOPE SECTION B -B RIPRAP INSTALLATION DETAIL NO SCALE O �Z w U Q � m Q J `W :.L z Q WC LL 1 1� 0 U a0. a W co 0 a �V W O J o Z W Z ,O Q � 00; Q Q :3 a. 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