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Home My WebLink AboutLPATH - Filed SP-SITE/LANDSCAPE PLAN - 2007-10-04LPATH BERM EROSION PROTECTION MEASURES FORT COLLINS, COLORADO CONSTRUCTION DRAWINGS OWNER: CITY OF FORT COLLINS ENGINEERING DEPARTMENT 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80521 ENGINEER: ANDERSON CONSULTING ENGINEERS, INC 772 WHALERS WAY, SUITE 200 FORT COLLINS, CO 80525 ANdERSON Comuhkq ENgiNEERS, INC Civil - Water Resources - Environmental 772 WAalm way, Swft 200, Fort Coffins, CO 80525 Pbo (970) 226-01201 Fax (970) 226-0121 www.wmater.com FINAL FOR CONSTRUCTION NOVEMBER 9, 2006 CALL UTILITY LOCATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES LOCATION MAP 0 300 600 1200 INDEX OF SHEETS SHEET INDEX NO. NO. DESCRIPTION 1 2 3 4 5 A 7 8 9 10 11 12 13 14 15 16 17 IN 19 20 21 22 23 24 25 26 27 28 29 30 AS-BUIL T PLANS PREPARED ON SEPT. 06, 2007 PLANS BASED UPON AS -BUILT SURVEY DATA OBTAINED FROM THE CITY OF FORT COLLINS ENGINEERING DEPARTMENT IN APRIL 2007 1 COVER SHEET C 1 PROJECT INFORMATION C2 NORTH SPILL -DEMOLITION, UTILITIES, AND SURVEY CONTROL C3 SOUTH SPILL -DEMOLITION, UTILITIES, AND SURVEY CONTROL C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 L1 L2 L3 L4 L5 L6 D1 NORTH SPILL AND BORROW SITE-INGRESS/EGRESS, STAGING, AND TRAFFIC CONTROL PLAN SOUTH SPILL-INGRESS/EGRESS, STAGING, AND TRAFFIC CONTROL PLAN NORTH SPILL -PLAN AND PROFILE NORTH SPILL -GRADING AND CROSS SECTION LOCATIONS NORTH SPILL -BERM CROSS SECTIONS NORTH SPILL -BERM CROSS SECTIONS NORTH SPILL-RIPRAP CROSS SECTIONS SOUTH SPILL -PLAN AND PROFILE SOUTH SPILL -PLAN AND PROFILE SOUTH SPILL -BERM CROSS SECTIONS SOUTH SPILL -BERM CROSS SECTIONS SOUTH SPILL -BERM CROSS SECTIONS NORTH SPILL -CONCRETE BLOCK REVETMENT MAT LAYOUT PLAN SOUTH SPILL -CONCRETE BLOCK REVETMENT MAT LAYOUT PLAN NORTH SPILL -EROSION CONTROL PLAN SOUTH SPILL -EROSION CONTROL PLAN BORROW SITE -GRADING AND EROSION CONTROL PLAN CONCRETE REVETMENT MAT DETAILS MISCELLANEOUS DETAILS NORTH SPILL -LANDSCAPE AND REVEGETATION PLAN SOUTH SPILL -LANDSCAPE AND REVEGETATION PLAN SOUTH SPILL -LANDSCAPE AND REVEGETATION PLAN BORROW AREA -LANDSCAPE AND REVEGETATION PLAN NORTH SPILL CONSTRUCTION AREA - LANDSCAPE AND REVEGETATION PLAN SOUTH SPILL CONSTRUCTION AREA - LANDSCAPE AND REVEGETATION PLAN POSSIBLE DEWATERING SCENARIOS SHEET 11 O� N r-1 1 c.� REVISIONS: REV4 i1REV6 SECTION A-H CENTERLINE STATION 51+00 SECTION A-1 CENTERLINE STATION 51+50 SECTION A-J CENTERLINE STATION 52+00 SECTION A-K CENTERLINE STATION 52+50 VERTICAL SCALE 0 2.5 5 10 HORIZONTAL SCALE 0 10 20 40 PROJECT NUMBER: DRAWN BY: COFC2005.01 I TAW ACAD FILE: DESIGNED BY: NO. X—SECT LOC I MKK DATE: (CHECKED BY: 10/01/2005 GJK ANdmsm CoNsul[TiNq Enghwm, Inc Cbff • Water Resources • EnWronmentd 772 W6aMe way, Suite 200, Fat CoBmk CO 80525 Pbcae (970) 226-0120 / Fax (970) 226-0121 w .axwatereoa NOTE: SEE SHEET 11 (NORTH SPILL—RIPRAP CROSS SECTIONS) FOR SECTIONS THROUGH ADJACENT RIPRAP CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES SECTION A-L CENTERLINE STATION 53+00 NORTH SPILL - BERM CROSS SECTIONS 4919 4918 4917 4916 4915 4914 4913 4912 4911 4910 4909 4908 4907 4906 4905 4904 4903 4902 4901 4900 4899 4898 r r50 SHEET 10 C9 CA 279 4912 4911 4m 4909 4m 4907 4909 4 M 0" 4903 4902 49m 4m 4M9 4M9 4M7 40M 49" 41104 /M3 -0+70 M12 491/ 4910 4m 4900 4907 49M 4905 4904 4903 49W 49M 49W 40" 4099 4007 48" 4090 4094 4M3 -0+70 -0+00 0+00 +0+00 RIPRAP SECTION RA -A CENTERLINE STATION 0+25 -0+00 9+M +0+90 RIPRAP SECTION RB-B CENTERLINE STATION 0+50 4912 4ml om 49M 49M 4907 49M 49M 4904 ow 49M 4" 49M 4M1 409T AIM 480 4964 4M7 +0+70 4m 4911 4910 49M 4m 4007 49M 4905 4904 4003 4902 49M 4900 49" 4099 4897 40M 4095 4093 +0+7G 4912 r_.__—'__-...._._WT_.____r _.___.-...._.,_.--r'".- __.. --- ..__.--- -T""'-__.-� ---__._...._._.--'1.--.-_.-'__-_"'____..._...r._......__---- ___--.i.-__....W.._.....__...___T-._.... .-T... .-.... -..--- . .__--_�. ........_.. .... t 1 14912 � i.•ii'40i sir �� .Yiv v RIPRAP SECTION RE-E CENTERLINE STATION 2+00 4912 _-_..5_---- '--._,__.__..__..-,....-.-- T.._._.._._.. -.-._ T ...- --- ---'- "`-'7 .........._.,_. _-------r .. ........... .. _. -i-._..�1.................-_............_....---T-----_._-.�_._.I.... _-14912 RIPRAP SECTION RF-F CENTERLINE STATION 2+50 „ mom - - I w1i 999�� ._ - •' i_ ` i_. fir- . I0 4• r,/ 9• �i0i0 r - ,�,i+fair v e,,o��y� far �j•i�, � RIPRAP SECTION RC-C CENTERLINE STATION 1+00 4"2 4011 M/0 mm 4m 4907 49M mm 4W mm 4902 4901 4900 40M 40M 4097 4= «93 MN 4M3 -0+70 -0+30 0+00 RIPRAP SECTION RD-D CENTERLINE STATION 1+40 > REVISIONS: VERTICAL SCALE REV1 r REV2 0 2.5 5 10 s REV3 HORIZONTAL SCALE REV4 3 REV5 c REV6 0 5 10 20 PROJECT NUMBER: DRAWN BY: COFC2005.01 TAW ACAD FILE: DESIGNED BY: NORTH X—SECT MKK DATE: CHECKED BY: 10/01/2005 GJK 4MS Mt 4910 4NO 4900 4907 4100 4900 4"4 4907 490t 4M1 4900 400 4090 4W 4er 400 40" 4M3 +0+70 ANdmwN CoNsulriNq ENgi>Es, Inc Civil • Water Resources • Environmental 774 Whslm Way, Suite 200, Fort Collins, CO 00525 Fhons (970) 226-0120 / Fax (970) 226"0121 w .aoewa.ero NOTE: SEE SHEETS 9 AND 10 (NORTH SPILL — BERM CROSS SECTIONS) FOR SECTIONS THROUGH ADJACENT BERM CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES NORTH SPILL- RIPRAP CROSS SECTIONS SHEET 11 C10 SHEET INDEX C-1 279 AS-BUIL T / A$LBU/LT SILL GINS D CONCRETE SILL SILL ENDS AT NOTE: SEE SHEET 14 (SOUTH SPILL -CROSS SECTIONS) -- AT STA 9+915 �� ---- /� -- -- a INF__ +7 STA, 12, a — N._ 14 4 N 1145099572 FOR CROSS SECTIONS A -A THROUGH M-M AND SECTIONS) FOR N 95073258 � BE CON / i 'r" 31 238• -- _- E 313123,062 � SHEET CROSS 15 (SOUTH SPILL -CROSS SECTIONS M-M THROUGH 0-0 ENTERLINE N 1 3 29 M-M R-R -2865-...--- -- t 31 1 `O� �! N-N 0-0 P-P Q-0 N23.27'31" O, v L-L - LA 49CACH _ _ F-F K-K WSTALL RETF7LLE-E C,C G-G H-H 2D-D o -- -- — — — --- - \`\\ q,q l 00 CC RD �V--_— - X+e99.se Q \ \ _ — g_ "-4 9 --._ 01 4895 ._/TV-DV/L —_ —_ _ -'-- --- �- I + aess.so 4901 +ePl.e3 f* __-/- \ r-- --'- S f - —_ �_ _-- _—__—_ E�A-[./Wi J�� .---- -- "_"-' -- l s 7 _ --- P,i --�_---^_- -f __ - 4B99.50 D+ 4899.51 `� �� \ \ \\. \\ -_\ 00 \� •�99 .. �-- _ --- -.—_ _.. _ - _ ....... 4900 - - ___ 49 J - `� 4899.50 "�- / 4900 00. _ o 4 ------ 9 --- -\ 489 \ \ \ \\\ \ OO+ (PROJECT BASELINE (TY�) X� \ - -- 7+00 X - -. r _0.ss - ---ki9oo.zs Dose �- - - _— ; B_° 0� — _ _ t_� = 1 - t 1 n._-- _ �^4B9 \ 1 � AS-BU/L T - e -- 4P88 X+a9e so -__ aao- Ci 9l \ I I I 4 X 899 T 4 I GONTpURS J _ ��Roq --- - -" - R'' (P) + soso 6�D C - --.- . - _— _ _- __ +� --- y am__---- / _ - - W \ \ \ \ \ \ G_CONTIIUR (TYP) - - - — -- T r !/ / ac _ ---- 48__ ------ yyaao 91 ; _ - - - _- _ -- 4090 _ _ _.._ _- - - Z - I 4 — i 90--- - -- EXTENTS OF CONCRETE REV.ETMEfIi--4389— /MAT SEE SHEE 18, SOUTH SPIL 60' NCRtTE ` BLOCK, REVETMENT MAT-�L4YOlJf P � ----- 48 it 6 ' \ /FOR AY�i11FEiUI % �' aso eoi i - _ -8 A SU AC .-.--- -_ 4885— }- 4885- -_ / _�€C: �A, 9b.5) 4882, / ), \ \ 488=— �'� / _ / _ - �9 _ — _ C� X +eae. / / C ` BIG POND CONTOUR INTERVAL 1 FOOT Z 4890- / / MAMMUNI KNOWN WSEL (APRIL 19M WSEL = 4890.6) 0 15 30 60 \\\� 4908 4908 L.F OF CO CR 77E SIL 4906 4906 4904 4904 s ME AS IBUIA T A ROP. SE GROUND (ALONG P OJE T SE NE) LOP = .00 F FT P OP GRO NO 4902 4902 (ALONGPRDJEC BO SELI E S OPE _ .00 FT FT or 1 0- R W EL N C CH LA POU RE IVE - - /10 / /i = ZCINI; — - - _ i / / - - - - - - — T P F SI L E = 48 .S FT. 1 / (S EFODETAILS6 ) 4900 4900 UT 0 OP SED GROUND V _ XIS NG RO ND ALO G PROJECT BASE INE)l -4898 4898 Al mail 4896 4896 ul a rn CO CRE E S LL \ 4894 _1 0° _ W 4894 a J a N LaJ W LaW to Z O ^� ••• DO T L/C Z J fE ti + 1 0O� Z W 1i1 -r J O Z W U U U W 0 U 4 O W ,•, _•Q 3 3 4 i H 4892 LJ •i 4892 ? J n o z O Z O g �' LL w z J g U rn I O 1- w z J a z . '• •• •,. U O U W W J W 4 tkf Z c�z z a a O W O z OO O IT 4890 "m UvP.-I L m 4890 F5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 REVISIONS: VERTICAL SCALE 0 2 4 PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW •_J /��E� L� ANdowN CONSUITINCI EIVC1iNEERSI 1Nc CITY OF FORT COLLINS LPATH BERM PLAN AND PROFILE SHEET 12 s REV1 ACAD FILE: DESIGNED 5 REV3 HORIZONTAL SCALE PLAN AND PRO MjCj<BY: C" • WaterResourm - EnWrmnerreB/ mWWmWq.Supe200,F°RCoMwCOW525 FNooe(9To)I�� )22"I21 W.�... EROSION PROTECTION MEASURES �of Fort Collins C11 SHEET INDEX REV3 DATE: 05/25/2007 CHECKED BY: GJK REV5 t REV6 0 30 60 @4 279 ci's 4m ;- AS -BUILT V `` --__ ASzBU/LT S/LL, G/NS �_� D CONCRETE SILL SS/LL ENDS AT — - AT STA 9�915 `j — -- INS.. +7 STi -Wp7ao N 4 _ CON Q� /��- - — _1-4 N 95099J.72 31238. - \ N 950M258 ENTERLINE S TO- 8 `' /// E 313123462 _ N 1 3 29 M-M / P-P R-R - -_ \ S- UF—TgY 1 N23'27'31" / N-N 0-0 _0 T \ \ CACHE LA Pw� L-L 4a9, — — - %� /!-_INSTAL _ — �QN6ftET11LL 48 93 / _ H UT 6 4sor.J+- RO (� --- �-------'- 4909 — _ ;-- -_- _--- _ �► r k+assso 49pp X ------ o.ao 00CIL -4901 sorsa - . X� `' 1 4900-_ -- 5+00 4901 4aAr-e3 - - .901.66 4899.50 4899.50 -- - f Ls O\ 16+00 / 1 0 j k0 -. 4899.50 / ;. — _ NTO CONTOURS (T)'PJ _ -S8 00 4900.70- -� ose 4900 _ __ da?♦ _ 00. 01 1 _ _ - 9 __— `;� ----- --- `_ -- -__ - - �� L7d 490 _= 02.ae -=4 901_{s— - - -- *4,- �, -_ -_ - - = __ __ _gg / - - T - - - 4888 -- — - --, _sue -- -- - -- APRIL 1996 - 7 _� - �'WAiEH SURFAC = --_--- i Olt — -- -- --' - _. - ^_ _ - X+ese se -�� '- •s►• _-CONTOUR- �890.5}.. ERISTING _ -- - ,a ! -- - PROP6�S�D ZONTOUR (TYP �<190• -- - _ --- - --_ __-- +asaaa� -- ----- - _ _ _ 3�- 4 8 kse Sao-t--- r489 _� Z - j,\ --.-48k�- _/—� _J __ +J�-70-~�----� - _.--- -- j / -�� - j /�ieas.ee / / X as.00 X \ _� ---- \- -- 4886— _ - �RRIL`16 885� - WAT�R SURFACE - EXTENTS OF CONCRETE REV�FTMEN / / �-- MAT EE SHEET 18, (SOUTH SPILL -CONCRETE i BLOCK/REVETMENT MAT11ji fF PLAN] I \ \ L -- �asoao � \ '- -- � MAT' -LA I- / %� -�'--�- o `'" - --- / _.-- -� � _ -_- ---- 4889 - - - --4885-- -- -'- -_ -� �� - i f.. -- s-'\\ -- / - - - '4886 - - �. CONTOUR INTERVAL 1 FOOT \\ -� � \ � _----�,•--= �� ate" ; / / � --c ----- �- - � ".-- � --- � ---_ 1 / OTE: SEE SHEET 16 0 15 30 60 I l X +aso.se , - BIG POND _ CROSS SECTIONS) FOR I I CROSS 4890 - _// MAXIMUM SECTIONS ISOUTH ll R HRO GH KNOWN WSEL (APRIL 119M WSEL m 4890.6) 4908 4908 L.F OF CO CR TE SILL 4906 4906 4904 4904 WE D /L 5 O A T ROP SE GROUND PQ 0in (ALONG P OJE TTSEINE) SL PE 0. 02 T/LOP = .00 FFT - - 4902 4902 - 1 0- R Ill N Cl _ LA POU - RE RIVE - - - - - - // / / / /- - - / \/ RE NFO CIN ST EL 7 _ - - - - - - T P F SI L E . = 46 .5 FT. 1 \ (S E TAIL, e ) \/ 4900 UT 0tOPOSED GROUND - - 4900 \ - iALO \ XIS NG RO ND G OJ CT ASE IN 4898 4898 a. f v v _ v C4 4896 4896 \/ N va77 a J pmj J 0D CO CRE E S L LLa 4894 4894 N OR f W F W Y _ N W a' 1" _ O LU Z =1 p N W W Z + J DO L W La Z W • 1 •• 4.•• �T q •• •. W J - - J r U U D V 0 r W 4892 4892 n O 0 U W 1.- W 1- W Z g U W W Z J Q O, OL O H Z U L O W W J W J I, J W W m 0 U O U W 1-0 1n I- W U ZOJ W F- W d' m W U L► o 4890 4UJ0 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 REVISIONS: VERTICAL SCALE 0 2 4 PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW ANdnwN Comil E INFERS INC Cor CITY OF FORT COLLINS LPATH BERM _ _ SOUTH SPILL- SHEET 13 REV1 REV2 ACAD FILE: DESIGNED BY: ! REV3 HORIZONTAL SCALE PLAN AND PRO MKK ill • WmterResonrces • EnWronmental 772 Whal Way, Suite 200, Fort W525 EROSION PROTECTION MEASURES Fort Collins PLAN AND PROFILE C12 REV4 DATE: TE: CHECKED BY: REVS 0 30 60 05�2 5�2007 GJK � (9•70) 226 Ito i F=(9�0) 2zeo121 www.aawwaeeronm of SNEET INDEX REV6 C .4 279 (714 fV v I.\a1lali�l CIr1aL� •��u.� n.. SECTION A -A CENTERLINE STATION 6+70 SECTION B-B CENTERLINE STATION 6+00 SECTION C-C CENTERLINE STATION 6+50 SECTION D-D CENTERLINE STATION 7+00 SECTION E-E CENTERLINE STATION 7+50 SECTION F-F CENTERLINE STATION 8+00 SECTION G-G CENTERLINE STATION 8+50 is SECTION H-H CENTERLINE STATION 9+00 REVISIONS: VERTICAL SCALE 0 6 i 2 HORIZONTAL SCALE 0 20 40 cOFCz005PROJECT NUMBER: .O f DRAWN BY: TAW ANdarm Comsut LNICI ENCIINEEBS� INC C&M a WarerResoarces - EnWronmmmi 772WhdmWay,Suite200jartCoHiI80525 moue(970)226-0i20/Fu(9T0>z26-oui •^'•'�� CITY OF FORT COLLINS = - LPATH BERM `: EROSION PROTECTION MEASURES of Fort Collins SOUTH SPILL— BERM CROSS SECTIONS SHEET14 C1.3 SHEET INOEx { REV1 } REV2 ACAD FIE: SO. SPILL X—SECT DESIGNED BY: MKK S REVS REV4 DATE: f O/O f /2005 CHECKED BY: GJK REVS c REV6 C 61 279 wh 1 ` N C.3 mum ® ............ _ �!.®Ll-�ii•� �� ®� � 1, CAN SECTION J-J CENTERLINE STATION 10+00 SECTION M-M CENTERLINE STATION 11+50 SECTION N-N CENTERLINE STATION 12+00 -1+30 -1+03 -0+50 0+00 +0+50 +1+00 +1+50 SECTION O-O CENTERLINE STATION 12+50 SECTION P-P CENTERLINE STATION 13+00 REVISIONS: VERTICAL SCALE 0 6 12 HORIZONTAL SCALE 0 20 40 PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW C WesowTJN� IE ♦ndERSON!`•• suhi• E iwm 1IVC CtvJt • R'aeerReserr+cer EerfremieueMl 72,Y 7hdmWay,Suite200,FanCotl®r,COW525 Fhwe (970) 226-0120 / Fu (970) 226.0121 CITY OF FORT COLLINS _ _ _ LPATH BERM EROSION PROTECTION MEASURES of Fort Collins SOUTH SPILL— BERM CROSS SECTIONS SHEET 1 C14 SHEET INDEX REV1 F REV2 ACAD FILE: SO. SPILL X—SECT DESIGNED BY: MKK REV3 REV4 } REVS DATE: 1010112005 CHECKED BY: GJK REV6 YI tsi 2.79 4903- RS �e_■ - i I a I: ] REM .ram II3 D�ite�lnl�.:�-d1cLOl.l7113 7�7 4a01-------- ---------------------r--_...--------- --...----...---___._.—.. _.__--__.. ------ _....---- ;------------------ 4903 _KUURFU [4=. t901,73 FIT -' w0z. —.._ _ ISH:TY 29MAy - w0z wm gaol : AIM - was _.. -- .was 4119e�. .. was ,..:.: 4894 4893 _ ....... - _ : _ .. wet __-. 4692 .. . ..... we0' • w90 : i -1+30 -1+00 -Mn0 0+00 +0+90 +1+00 +1+50 SECTION U-U CENTERLINE STATION 15+60 -1♦30 -1+00 -0+90 owo +0+90 +1+00 +1+50 -t+30 -1+00 -0+50 0+00 +0+00 +1+00 +1+90 SECTION R-R CENTERLINE STATION 14+00 SECTION V-V CENTERLINE STATION 16+00 r ..... _ ...----.—___.- ..-.-...-._.... - --.... -._ .. -.-. . - -. --- .. ..-.-_.. woJ; 2R{7PQSED G9Q!!HQ —.. -- - °`—t- - took �z r— -- -- -- - - - ----- — - -- -- — F�zu-Fr-'..- _ _,._-_ ..____, —__ 3iHAY .`---- -_ _ -.- _ woa4 --- __ h --__.. _ _ _. _ ._ _ _-----µ 12FfIl/ -� _ .-- , aeC1 aam --- -- sam scot, --- - .-- -- .. - jj--._..._-. __ - - ---- ..._, . _..._... -....- .___...... .. _ _ _..._..... af00 - Mtp 400 -. 149M wMlf- /- � .....r i tt.. t .._-...-.--._.._ ___ _-.-.-.-_ _..-_..-__...- —. .-__.-.-_ ..-._-._........-...+_--'--'IMM wN.- wtb........... ...... ..........-................-----._-..._ —..-- -----. ... ....-. _..-- - --- - - ......___... _ .................. ......-.-......Y.... _.._ __ ...- ....-.......- ............ ....... _.-.....-. ......-.......... .... - . -I was ww,-.. 4997 wM-....................... .. _ . ..... .-_..-...__.. .... _....._.- _... ._.. _._._. _- ... .. ... _._.... .... .. ... .-" ...-., wee {M Y .- _h_ —. w9e wn __.... .wan wa-�PEIUDRIs' RIVER _.. - - - - ---- - _ - _ we,. -. -f- � t {. _-{was ww --+---!--r_.�'_..._ _-T_ _ � _ ..,_..�_._ {. .}-:.._..� �wsa -- - -- -- - - - -- - -- — - - - - - _ -- - - ` F __. _ west -t- ! -was wes - -- ---w9J - - _ — — r on, <we: wea � T - - - --+waz wet .. _..._....._._ .- _..... --- - --. ..-_ - .--. .. _.... .-t. 5s ....----...... _........--- -- ---' wn ,sa ..1Y5El .-:....4M.50 � ''. 4a1 weo = weo weo _ weo lees.-.-...__. .. _..-._ ._._ _... -.-__-........... -} ___..-- ...-iNM wse - ---- - we9 wee ......-....-...... -----.... -----. —.-.-. . ............. - -------.---_---- -- ---- - ......---- - ---_....__ - _..-_I ....... ...............-_-.twee was -- -^ - - -- ---+- - - .—i__ �a ___ .. r�. -.-+- - _ _ __ +_ ,.-., _._ ,--.- ._ _..«- .�: _. _.r�-_._;.A - --' --_ -"wen wee ....-.-_._ .. .... ...-_---+Mee Nee. wm. __ _ _ ___ _ wes wes wes wM. -+- } JF 1 9..--I ................ .wea - -- - -11 - - _ -I+JO -1+00 -4+90 MOO +0+90 41+00 +1+90 -1431) -1+00 -O+nO 0+00 +0+90 +1+00 +1+90 SECTION S-S CENTERLINE STATION 14+50 SECTION W-W CENTERLINE STATION 16+50 AS-BUX T PLANS PREPARED ON -1+30 _..-- - - ----1+00 ss SEPT. 06, 2007 -0+s0 0+00 +0+a0 +1+00 +t+ s SECTION T-T CENTERLINE STATION 15+00 TONAL rr pE c REVISIONS: VERTICAL SCALE PROJECT NUMBER: DRAWN BY: SHEET 5 REV2 Acorczoos.ol TAW DESIGNED BY: CITY OF FORT COLLINS 16 0 6 12 ANdmoN CONSULTING ENCIINEERS, INC LPATH BERM - SOUTH SPILL- REV3 HORIZONTAL SCALE SO. SPILL X—SECT MKK e&M r wate.Resourres - Envimmmentar BERM CROSS SECTIONS REV4 nzwealenW Suite EROSION PROTECTION MEASURES C15 DATE: CHECKED BY: "�' Iq/ of Fort Collins REV 5 eh00e (mo) 226-0120 i F.c (970) 2z6-olzl REV6 0 20 40 1 O/O 1 /2005 GJK t�1 ..aal.ata•wm SHEET INDEX C=1 274 POUDRE RIVE cp'c;VAE IN ' WIDE _ �ONCRETE,/ !�� EVETMENT MATS-LEN, V _fRtts i / TA -PE R -FLANKS O ALL. EXTERIOR( MA (SEE TAIL, *2Lf SU TAT MAT SEAMS LINE'UP WITH GRA E BR y< (T P.)02 � SEE KEY LAST72 BLNKS`��-- �c�4 / OF ALL MATS INTO � 16E OF `S-LOPE5'� 6EE/qtjl�fLl 22 \ r- EXISTING \zi ' f '-AS BU/L T PLANS PREPARED ON T. 06, 2007 SEE SHE L 8-FOR CONTOURS TH16 AREA AND AS -BUILT ILL INFORMAT 0 89 BURIED RIPRAP, D50=12" Q /(SEE--QETAIL, Y) �_ -- a9o8. 5av_ .TO TOP OF SLOPE'--- _ ggog.__ _ (SEE DETAIL, 8 ) �908 60 �., X -- PROPOSED 49 _ CONCRETE SILL - -� 4`�10 / ` ._._....... 491 1.8z /y X PROPOSE \ 4911.90 / \ S2'�DO CONTOUR ,TYP.)\ i\ X4911.8� / / 1 Xf911.904912.02 W \ \4910 \ � S \ \ 0 . 0 ER FLANKS OF S�� 31 LL EXTERIOR ATS DETAIL, � , I INSTALL 46- WIDE X 31' LONG \ l \ \ \ ,C� NCRETE BLOCK /REVETMENT MATS (TYP.) \ \ \ I TALL 26- WIDE X 15 LONG � CRETE BLOC VETMENT MATS (TYP.) NOTE THE 15'LONG MATS WERE RELOCATED TO THE � SEAMS BOTTOM ROW OF THE \ E I4 S U Rat( CONCRETE REVETMENT Lj N GRADE BREAK (TYP.) r WIDE X 31' LONG\ G'ONTOUR (TYP,.-) � \ r �� '' / _ 49u3 -ALt MA1 Z)-tv tsL __1,AtJLt---rrEU (TYP.) m , AI � COMPS D OF ARMORFLEX 70-1_ �<)PY-ARM TEC �'LLULAR� CONCRETE BLOCK-�._._,_ t�PRIL�O 4 \, W TER C(SEE DETAIL & Y FOR STANDARD WIPER POND z W SUR�AC�E `- -- - - -1 4LOQK A €1._idAT.j__AtL=BLQC-KS Tf7--- MAXIMUM KNOWN WSEL ( L. 4 �9.0y ( �- �� \BE COVERED WITH\6" OF TOPSOIL. (APRIL 2004 WSEL=4899.0) L. ///� f TURTLE POND / / ` MAXIMUM KNOWN WSEL / // (APRIL 2004 WSEL=4899.6) NOTES: 1) SEE SHEET 24, (NORTH SPILL -LANDSCAPE AND REVEGETATION PLAN)FOR THE REVEGETATION AND PLANTINGS FOR THIS AREA. 2) CONTRACTOR TO ENSURE THAT ONCE MATS HAVE BEEN PLACED, NO CONSTRUCTION EQUIPMENT LARGE ENOUGH TO LEAVE RUTS IN THE MATS SHALL BE ALLOWED ON THE MAT SURFACE. 3) CONTRACTOR TO ENSURE THAT THE CRANE USED TO PLACE THE MATS SHALL BE SET FAR ENOUGH FROM THE CONCRETE SILL TO AVOID CRACKING THE SILL THROUGH LARGE GROUND PRESSURES. 5 REVISIONS: CONTOUR INTERVAL Z 1 FOOT 0 10 20 40 PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW ANdERSON CONSUITINq ENfINEERS, INC Civil •water Resources Environments! 772 P'htkn Wry, Spite 200, Fat Collett, CO BOS23 Phooe (970) 226-0120/ Fu (970) 226-0121 www.wwmer.o CITY OF FORT COLLINS LPATH BERM - ---- -- EROSION PROTECTION MEASURES µ� -`- _ '•7/ Of FOit Ci011lfl6 NORTH SPILL- CONCRETE BLOCK REVETMENT MAT LAYOUT PLAN SHEET 17 C16 SHEET INDEX s REV1 t i REV2 ACAD FILE: BLOCK REVETMENT DESIGNED BY: MKK REV3 REV4 DATE: 1010112005 CHECKED BY: GJK ! REV 5 c REV6 C -1 279 ti [V CODITOIJR �TYP -" 48 9° %ANCH�f�. ArL ,�ilAT g / AP �'OFr' TOPE - 4899 -_ i' W ' ATER SURFACE r 22 ) k0 v (EL. 4890.5) INSTALL 37-7.74 Wlb '35j'LON ' X 4899.50 QEXET4E,tTrjAT (xYP.) X 489 .50- \00 P l � f r _ Co i - SILL s - INSTALL 9, — 7.74' WIDE - /-99.60 _ V ''`�- r'' -- 1 89 M-tS — LENGTH VARIES. (SEE DETAIL, ) � 1. f ^ . !- = / /�r/'//� 9 ` SED _ `. \ .. - 30 / — AR- RFL X TAPERED �40 T CELLULAR RO CONCRETEBLOCKSBLOCKS By 0 — �" S ETAS & 4 & t o FOR TAPERED 40—T BLOCK AND MAT) -ARM All ,— EE- f fJ -22 22 22 TRANSVERS"E SEAMS ALL BLOCKS TO BE COVERED WITH 6 OF TOPSOIL AND j %' o` \ r 900 ' ; ' i ,/ — (SSE IIETA"fC, 22-) `UNDERLAIN WITH 7" OF 3/4" CRUSHED ROCK DRAINAGE - I", AND 2 LAYERS OF GEOTEXTILE FABRIC a9oo.5e / r, / — M E / - f /� INSTALL 45-7.74' WIDE X 45' LONG *4900.47 r e ' ' ` '/ �' - � CONCRETE BLOCK / l KEY LAST 2 BLOCKS REVETMENT MATS (TYP.) OF --ALL -kAATS-il�ifO / r % TOE OF SLOPE 48�� 0/ J (SEE DETAIL, 22 ) BIG POND / MAXIMUM KNOWN WSEL NOTES: INSTALL-" I�0 — �:74 WrDE i / EX ENTS_QF -_CONCRETE -MATS — ENGTH'-VARIES != �� I REVETMENT MAT (APRIL 1996 WSEL = 4890.5) 1) SEE SHEETS 25 & 26, (SOUTH SPILL— ....-'(SEE.�'flE , �) / j ��/ LANDSCAPE AND REVEGETATION PLAN)FOR THE REVEGETATION AND PLANTINGS FOR THIS AREA. 2) CONTRACTOR TO ENSURE THAT ONCE MATS HAVE BEEN PLACED, NO CONSTRUCTION EQUIPMENT LARGE ENOUGH TO LEAVE RUTS IN THE MATS SHALL BE WED ON THE MAT SURFACE. 1 ALLOWED D 3 CONTRACTOR TO ENSURE THAT THE CRANE U _tit `' X 4890 qg<3� TO PLACE THE MATS SHALL BE SET FAR ENOUGH =�0 f J __/ FROM THE CONCRETE SILL TO AVOID CRACKING THE .r-- ` SILL THROUGH LARGE GROUND PRESSURES. EXISTING ( " 4i85 CONTOUR (TYP.) REVISIONS: PROJECT HUNKER: DRAWN BY: SHEET REV1 CONTOUR INTERVAL COFC2005.01 TAW CITY OF FORT COLLINS SOUTH SPILL- 18 REV2 Z t FOOT ACAD FILE: DESIGNED BY: ANdERSON CONsUITINIq ENC�INEERS, INC LPATH BERM == CONCRETE BLOCK REVETMENT MAT REV3 �� BLOCK REVETMENT MKK REV4 C'"`772WWmWARy,3� 0,F�C�"00�u `°f EROSION PROTECTION MEASURES LAYOUT PLAN C17 REVS DATE: CHECKED BY: Ity of Fort Collins 0 10 20 40 10/01/2005 Pho (9TD)226-0120/FQ(M)2�mzi o REV6 GJK .ww.acewakt.f001 SHEET INDEX C _1 279 f'V 1// i STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The City of Fort Collins erosion control inspector must be notified at least twenty—four (24) hours prior to any construction on this site. 2. There shall be no sorth—disturbing activities outside the limits designated on the accepted plans. 3. 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 plan. 4. 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. whenever possible. Removal or disturbance of existing vegetation 5. Pro —disturbance vegetation shall be protected and retained 9 PP 9 9 shall be limited to the areas) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc..) shall be kept in the 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 of Fort Collins. 7. 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. ur are removed the Contractor shall be responsible for The clean u and removal of 8. When temporary erosion control measures p p all sediment and debris from the drainage infrastructure and other public facilities. 9. 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. If the streets are not cleaned at the end of each day, street cleaning will be performed by the Owner and the Contractor shall be charged for this time, with a minimum charge of 2 hours. 10. 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. 11. No soil stockpile shall exceed fen (10) feet In height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter slit fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge -- - __ STRAW BALES IN RIVER MAY LA POUME BE REPLACED WITH SILT FENCE �CAGN _ LIMITS OFDEPENDING ON DEWATERING ��. OPTION FOR THIS AREA DISTIiRBANC RIVERSILT FENCF-FN. RIVER MAY BE REMOVED DEPENDING ON DEWATERING OPTION FOR THIS AREA ---•-- BURIED j ........... —1x RIPRAP ' 9 INSTALL APPROXIMATEL 600 L.F. OF SILT FENC - -- -tea � �'SE€__DETAIL,-®-- } - �- -- �o / �' IlN.ee �_ _ _ lei sr — —_ � �' - —_� _ � - ��ie _ \. �_�\ � __4901 — 4910 4y\\ 51y0 PROPOSED e911 \ CONCRETE SILL `'•� - ___ -_:J904-,4�p� .ease .• - - _ �. \'IJO ` �1 ` ell.et \ trt.N 49 PROPOSED CONTOUR a \ \ of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building — �J ,�_/.�.''� —�'�e I G / (TYP.) LIMITS OF materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The Contractor shall at all times \ ir{,..•`/ i `� "-✓ %/ -/ l p • r DISTURBANCE I \ \\\ \ \\ 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. .....•\ \\\\\ �O A \�\ 13. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to ��/ r /j j /// / Z 96 �� ! 8\� ��•'. 3 `.; I� ' I s \ \ \ \ contain washout material and located at least fifty (50) feet away from the any waterway during construction. Upon J\\ \\ completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area \ _ — _ ,• �/ beingrestored. / 6 A RIL 2004 •• // ---- A l//c�///j ng9 A 9°� } IWATER�.t I( • �� ,�� :c.... \.:�...w....r..._• f % INSTALL APPROXIMATELY \C FOIf ,FF\iR y P %/ / Nfi SFCf FE`Df�k SIJRF%CE! t nIC \�� + �~.0 `� 'f� -� x--J — -- J� /— �� / 384 L.F. OF SILT FENCE. L F.\' , 14. Conditions In the field may warrant erosion control measures In addition to what is shown on these Ions. The Contractor , ' - � — \ \ \`` / /kROS „A1�9 IF \A�� -a9oa/� A (SEE DETAIL,®) A �v A shall implement whatever measures are determined necessary, as directed by the City of Fort Collins. .� �. ( L 4�99 )' I �� — A9Q� _-- - i 'EXT NTS OF `� / PROPOSED CONSTRUCTION SEQUENCE (TO BE FINALIZED BY CONTRACTOR) Project: LPATH Berm Erosion Protection Measures Indicate with bar line when constructions will occur and when BMP•s will be inelalled/mmowd in relation to the construction phase fefenfion/W-f Ponds • -II_I_--111111111111,1111111111111111111111111,_--- Concrete Installation (include Wfs�MM==M==MM=== Pond Curb and Gutter Box Culverts, Bridges Street Installation (Include Offsite) Miscellaneous (include Offsite) Drop �;tructures —9-E—STMANAGEMENT PRACTICES Silt Fence Barriers Contour Furrows (Ripping/Diiking) Sediment Trap/Filter 'Tehicle ]racking Pods Stream FTow Diversion • - Mulch ing/Seol on t Permanent S.. • Planting INSTALL APPROXIMATELY 8 STRAW BALE BARRIERS I�rl, \ (SEE DETAIL, 2 ! / EXISTING CONTOUR (TYP.) INSTALL APPROXIMAiEL-Y- / 323 L.F. OF SIL1 / F Gam, \ .r (SEE DEiAIU + d :• r.rt IrJ //. EXISTING TREES (T'TP1 / %�/ I •B97 %AR4 COFFER DAM 1 J \ \ CON RETE BLOCK IS INSTALLED AT �s 9 ° / = 4903 \ \ / r \ REVE MENT MAT \ \ HIS LOCATIONCD wirtI 1 \ \ \ ��M�AnXIMUMR�� (APRIL 2004 M/SEL=4869.0)/' TURTLE PONo _ \ / MAXIMUM KNOWN WSEL (APRIL 2004 WSEL=4899h) / EXISTING I PARKING LOT \ \ COUNTRYSIDE DRIVE REVISIONS: CONTOUR INTERVAL PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW CITY OF FORT COLLINS SHEET 19 s REV1 I Z 1 FOOT NORTH SPILL- ACAO FILE: EROSION CONTROL DESIGNED BY: MKK i REV2 _ ANIJERSON CONSUITINCt ENgiNEERS, INC C&M -Water Resources • Environmental - _ LPATH BERM -= EROSION CONTROL PLAN 'g REVS i REV4 772NTeknWey,Suite2oo,FanCaltme,C080525 EROSION PROTECTION MEASURES Ity of Fort Collins C18 DATE: CHECKED BY: REV 5 0 20 40 80 10�01�2005 GJK 11 o (970) 226-01201 FQ (970) 226-0121 www.sIx""a.eom SHEET INDEX = REV6 C -1 279 6 eu REV2 REV6 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE SPECIFICATIONS WHICH ARE INCLUDED WITH THE CONTRACT DOCUMENTS, AND THE LATEST EDITIONS OF THE CITY OF FORT COLLINS CONSTRUCTION CRITERIA UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFICATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS SET FORTH HEREIN. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. IF UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR OR PERFORM ALL REPAIRS TO THE DAMAGED UTILITIES. 4. THE OWNER SHALL PROVIDE ALL CONSTRUCTION STAKING AND SURVEYING FOR THIS PROJECT. 5. THE CONTRACTOR SHALL COMPENSATE THE OWNER FOR ALL DISTURBED AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE. COMPENSATION SHALL BE AT THE RATE OF $1.00 PER SQUARE FOOT OF DISTURBED AREA PLUS THE COST OF REPLACING ANY DISTURBED TREES OR SHRUBS. 6. REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS. 8. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF FORT COLLINS FOR REVIEW PRIOR TO MOBILIZATION AND SHALL OBTAIN ANY NECESSARY PERMITS AND TRAFFIC PLAN APPROVALS FROM THE CITY PRIOR TO CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AT LEAST 7 DAYS PRIOR TO THE COMMENCEMENT OF ANY TRAFFIC CONTROL PROCEDURES. THERE SHALL BE A $35 FEE FOR THE CITY REVIEW OF THE TRAFFIC CONTROL PLAN. CITY REVIEW OF ANY PROPOSED CHANGES TO THE APPROVED TRAFFIC CONTROL PLAN WILL REQUIRE A MINIMUM 48 HOUR REVIEW PERIOD. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING EXCEPT AS SHOWN ON THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 10. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION. THE EROSION CONTROL PLAN PROVIDED IN THESE DRAWINGS SHALL BE USED AS A GUIDE. THE CONTRACTOR SHALL PROVIDE A FINAL EROSION CONTROL PLAN TO THE CITY OF FORT COLLINS FOR APPROVAL PRIOR TO MOBILIZATION. 11. THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND SHALL PROVIDE ACCESS TO THE SITE FOR ALL EMERGENCY VEHICLES. 12. THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE OWNER FOR THE SAFETY OF TRAFFIC OR PEDESTRIANS, BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAY'S WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CLEAN THE ADJACENT ROADWAY AT NO ADDITIONAL COST TO THE PROJECT. IF THE STREETS ARE NOT CLEANED AT THE ENE) OF THE DAY, STREET CLEANING WILL BE PERFORMED BY THE OWNER AND THE CONTRACTOR SHALL BE CHARGED FOR THIS TIME, WITH A MINIMUM CHARGE OF 2 HOURS. 13. THE CONTRACTOR SHOULD BE AWARE THAT CITY OF FORT COLLINS PERSONNEL AND EQUIPMENT MAY BE OPERATING IN THE WORK AREA CONCURRENT WITH THIS PROJECT. PROJECT NUMBER: COFC2005.01 BY: TAW ACAD FILE: I DESIGNED BY: PROJECT INFO MKK DATE: 10/01/2005 BY: GJK ANdt ConsuhiNq Er giNEERs, Inc Civil • Water Resources • Environmental 772 W6Alm Way, Suite 200, Fort Collis, CO 80525 Fhos (970) 226-0120 / Fm (970) 226-0121 wvw.rx+.erorcom MAPPING LEGEND 4945 EXISTING CONTOUR 4950 PROPOSED CONTOUR -- - -- EXISTING PROPERTY/EASEMENT BOUNDARY c PROPOSED CONSTRUCTION FENCE X x PROPOSED SILT FENCE LIMIT OF DISTURBANCE EXISTING FENCE BUFFER FENCING QTH-1 GEOTECHNICAL BOREHOLE AND IDENTIFIER O SIGN Q SURVEY CONTROL POINT X4955.4 PROPOSED SPOT ELEVATION PROPOSED CONCRETE REVETMENT (SECTION) '.•" PROPOSED CONCRETE REVETMENT (PLAN) PROPOSED ROCK RIPRAP EXISTING ROCK RIPRAP EXISTING CONCRETE RUBBLE EARTH (PROPOSED GROUND) EARTH (EXISTING GROUND) PROPOSED BERM CENTERLINE eDETAIL y REFERENCE X = DETAIL NUMBER Y = SHEET NUMBER A—B CROSS SECTION NUMBER DECIDUOUS TREE CONIFEROUS TREE CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES PROJECT INFORMATION X C _1 279 l J` 49 15+ 00 4seris --- ' -- q3� �'/� / — — --- " - �t-�" � _ = _� „s��"" INSTALL APPROX. 1868 L.F. i� ' -' I^llll SILT FENCE, (S `C aaOF �j9j ��s�j� �_,40 (SEE DETAIL,e) -_ '' ' S CONCRETE SILL 9 / ✓ /// qa9 , �e = -- — = ' 4a — _ Q ..-__ � �/� f "� � N,h.•!, - ��i,�G�//.,<-� �-%- Y� /'/i sue'—__ ' // _._ .___- _ , GH '0�; sa l/ X\ / ✓ems••— %goo�_—�� INSTALL APPROX. 1868 L.F. OF SILT FENCE, ,i%�� o / /'''�% N /�j /w LIMITS OF (SEE DETAIL, e) "" ''' ✓�� / / / / eo"l/ /// %'' x"y i �% ,- / /j / DISTURBANCE j t' POSED / / -TA fTYP 4��•• /� i / , / �% ' � � � � � % /// ✓ // / l I i � is / /i ACCESS POINT THROUGH �'/�q/ j/ / /' ` i� , / / %' /,/ /�/� �'j ///// /��- '/ _ - _ BIG POND SILT FENCE / �A , / -� / //�•• i i -/ /f / MAXIMUM KNOWN WSEL (99E APRIL 1WSEL = 4890.6) J -rp / iA /j I / '_ AriN1. 14 / I rb! 5+1)O �-.. � - � + � - � '' � ------F-------+--->Faoo.m�/49UU MAT - PROJECT I/ BASELINE •`__--'~ /-� / / / a 69 �' ram--- - /�\ \ STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES r / J//'i/i8i�' /'/ / ./ / ` 1' ' '/ 1. The Cif of Fort Collins erasion control inspector must be notified at least twenty-four (24) hours prior to any construction on 48sI�'��,/_ aae6i_ / A l WATER / 1 ' 1� / the aH:. / /46 / �EX. 4890.5) 2. There shall be no earth -disturbing activities outside the limits designated on the accepted plans. \\ \j//� 3. All required perimeter silt and construction fencing shall be installed r r to any land disturbing activity (stockpiling, \\\\\ \\ ////�� \ / / I \ \\ \ \ 1 / stripping, grading, efe), All cater requiredapproved erosion protect measures shall uc Installed of the appropriate time In the construction sequence as Indicated In the approved project schedule, construction plans, and erosion control plan. / / \ \ \ \ \•\\\\��(�(/ / ' 1 \ \ \ 4. At ail times during construction, the Contractor shall be responsible for preventing and controlling on -site erosion Including keepingthe atInsttalliing and sufficiently liningt alldso as to erosion controlsmize facilities windblown herein. The Contractor shall also be responsible EXISTING l _ — \\�iiR� \� / / CONTOUR (TYP.) \ I I I ( — — — 5. Pre -disturbance vegetation shall q protected and retained whenever possible. Removal he disturbance of existing vegetation shall M limited to the areas) required for Immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc..) shall si kept in Me 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 \ I I\ \ \\\\\\ II\\\\ \\\ \ \ 1 th ( ) ari Q temporary P ( 9• landscaping, ) for more than thirty 30 d before required tem ore or permanent erosion control e. seed mulch, landsca in etc Is installed, unless otherwise approved by the City of Fort Collins. l 7. 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 o 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. B. When temporary erosion 6onfrol measures are removed, the Contractor shall be responsible for the clean up and removal of all \\ \\\ \\\ \ \\ sediment and debris from the drainage infrastructure and other public facilities. \ \\\\ \ \ \\\\\ 9. The Contractor shall Immodiatety 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. \\ \ \\\ \ \ \\ \ \ If the streets are not eleoned at the and o1 each day, street cleaning will be performed by the Owner and the \ Contractor shall M charged for this time, with a minimum charge of 2 hours. \\\ \\ \ \\\ \ \ 10. 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 o1 the United States. \ II. 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 slit fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. City Ordinance and Colorado Discharge Permit System (COPS) requirements make it unlawful to discharge or allow the discharge 1 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. \\\\\\\\ \ \\ \\ \ 13. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to \\\\\\ \\\\\ contain washout material one located of Isaac fiftywashout m feet away from the 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. \ } i h th I The Contractor B I-IIIIII,_IIIII♦_II-IIIII♦_�_IIII■_ mormal M. __—_IIII♦_I-_IIII♦__IIII♦ I I 14. Conditions in the field may warrant erosion control shall implement whatever measures are determined measures necessary, in as addition to wha directed by the s s own on ese p ons. City of Fort Collins. \\\\\\ �\ \ toI \\,\\\\. SHEET REVISIONS: CONTOUR INTERVAL REV1 Z 1 FOOT v REV2 REVS REV4 $ REVS 0 20 40 80 a REV6 PROJECT NUMBER: COFC2005.0 1 ACAD FILE: EROSION CONTROL DATE: 1010112005 DRAWN BY: TAW DESIGNED BY: MKK CHECKED BY: GJK ANdERSON CONSUMNCI ENCIINEERSr INC Civil • W'aterResources • Environme0tai 772 Whalen Way, Suite 200, Fat Collins, CO e0525 Phoso (970) 226-0I20 / Fax (970) 226-0121 www.seewshrot n CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES SOUTH SPILL - EROSION CONTROL PLAN 20 Ir C19 SHEET INDEX C-1 279 O� N r� V ------ ------ STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The City of Fort Collins erosion control Inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth -disturbing activities outside the limits designated on the accepted plans. 3. 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 plan. 4. 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. 5. Pre -disturbance vegetation shall be protected and retained whenever 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. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc..) shall be kept In the 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 of Fort Collins. 7. 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. B. When temporary erosion control measures are removed, the Contractor shall be responsible for the clean up and removal of all sediment and debris from the drainage infrastructure and other public facilities. 9. 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. If the streets are not cleaned at the end of each day, street cleaning will be performed by the Owner and the Contractor shall be charged for this time, with a minimum charge of 2 hours. 10. 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. 11. 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. 12. City Ordinance and Colorado Discharge Permit System (COPS) 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. 13. 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 the 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. 14. Conditions in the field may warrant erosion control measures In addition to what Is shown on these plans. The Contractor shall implement whatever measures are determined necessary, as directed by the City of Fort Collins. o REV6 PROPOSED CONSTRUCTION SEQUENCE (TO BE FINALIZED BY CONTRACTOR) Project: LPATH Berm Erosion Protection Measures Indicate with bar Une when constructions will occur and when BMP's will be installed/removed in relation to the construction phase We enT!on We ronas roinageways, Streams Pipeline Installation (include Offsite) Fond vutiet StructuresCurb and Gutter —Box Culverts, Bridges StrWet —Installation (Include Off-itel miscellaneous (include Offsite Irop Structures BEST MANAGEMENT PRACTICES Silt Fence Barriers Contour Furrows (Ripping/Disking) —IIIIIIIIIIIIIIIIIII11MMMIMMEMENIMM Flow Barriers ,,Bales, • )Terrocin I__I_IIIIIIIII'__IiIIIIIII,IIIIIIIII'IIIIIIIII,IIIIIIIII'IIIIIIIII' ion eOther Other (List) Permanent Seed (�Lst) CONTOUR INTERVAL Z 1 FOOT INSTALL APPROX. 670 L.F. OF SILT FENCE, (SEE DETAIL, e) A3--5U/LT COA?OU/93 OrM CITY OF FORT COLLINS WARRANTY DEED 87174-00-947 I l T O ��Illl i �I IJ,7,gPIi1Nu, /ru4c- (P I tY1'IN 'PWE) IIIIIIIIIIIIII I �, i TH-6 1 IIIIIIIIIII I I I II IIII III I BIG POND n I IIIIIII i MAXIMUM KNOWN WSEL III II\\`\\\\`\I (APRIL 19M WSEL is 489W FTI/ I II\1 IiI IIIII I I I III IIII IIIIIII I � I , IIIIIIIIIi�II I1 � I 1 I PROJECT NUMBER: DRAWN BY: COFC2005.01 TAW ACAD FILE: DESIGNED BY: BOR SITE/EROS10 MKK DATE: CHECKED BY: 05/25/2007 GJK 111 APRIL 1996 I WATER I `I I IIII11 I / SURFACE (EL.4890.4) I I \ III III IIII II I 1 � IIIIIIIIIIIIiII \ / / j IIIIIIIilllllil \ / / /� �IIIIIIIIIIIIIII I � / � �,IIIIIIIIIIIIiIII I � � �I II III IIIIII g I I XI1 ' 1 � 1 I I 1� PROPOSED CONTOURS (TYP.) I I I � I 1 \ 1 � g / ACCESS POINT THROUGH SILT FEN�E 111111 II I I I � I \\\IIIIITIIIIIill 1 1 \\ II II I I NOTE: 1. SEE SHEET 27, (BORROW AREA —LANDSCAPE AND REVEGATION PLAN) FOR REVEGATION/RECLAMATION OF THIS AREA. 2. SEE SHEET 5, (NORTH SPILL AND BORROW SITE—INGRESS/EGRESS, STAGING, AND TRAFFIC CONTROL PLAN) FOR DESIGNATED ACCESS ROUTES TO AND FROM THE BORROW SITE. THE LOCATION OF GEOTECHNICAL BORE HOLES ARE APPROXIMATE. GEOTECHNICAL INFORMATION FOR BORE HOLES PROVIDED IN GEOTECHNICAL INVESTIGATION CACHE LA POUDRE RIVER CONTROLLED SPILL STRUCTURES FORT COLLINS COLORADO (CTL%T) JOB NO FC-03473-125 APRIL 27 2005 -- \\' I I III 11 (III' I I l i t EXISTING II II I I I I'I I I I I CONTOURS (TYP.) A IIIIIIIIII� I I I I �I� I I I I I 1 \ II II I I I I oil II I I I LIMITS OF \ �I�IgIIIIIIIII/ DISTURBANCI \ l / II IIII�I��IIIII ' / I I IIII11IlIll� ,'IIIII , IIII IIIIIII III�� IIII � 1 ,i IIIIII I II IIII IIIIIII 1 JIIIII(IIII�� I I I � � J � �I�II�IIiV�lyl � I a I I IIIII I. I I I I X48�•� 11 144 CITY OF FORT COLLINS WARRANTY DEED 87172-00-980 - MAXIMUM KNOWN WSEL (APRIL 19M WSEL = 4896.6 FT) AS—BU/L T PLANS PREPARED ON SEPT. 06, 2007 LIMITS OF ��- 0: / DISTURBANCE V�� V�� A APRIL 1996 39 4 WATER �I (D C%' PROPERTY ��y��A SURFACE rr J/ll// .��l BOUNDARY (TYP.) (EL.4896. a l �-I i� I I I � � � � �\I �. T —8 II♦ � � EXISTING-7 AB FORCE MAID - - ...... �. - IIII I I l ( �� i — ' '` ♦ — i -- -- ♦ EXISTING 1 AB FORCE%MAIN—`� EXISTING BOXSEWER LINE SANITATION ♦ DISTRICT SEWER LINE EXISTING BOXELDER - SANITATION DISTRICT SEWER LINE CITY OF FORT COLLINS ANdERSON CONSUITiNq ENCI NEERS, INC LPATH BERM CivU WaterResources , EnvCO9052trtta! EROSION PROTECTION MEASURES m whales Way, sane zoo, Fan Collins, CO 6052s Phone (970) 226-01201 Few (970) 226-0121 ww e.eceweter.cou, BORROW SITE - GRADING AND EROSION CONTROL PLAN 11 1 1 I 1 1 / _ I 1 I SHEET 21 FrC20 SHEET INDEX c-1 274 0% N V REVETMENT CABLE tEVETMENT CABLE SLEEVE r REVETMENT • COVER BLOCKS WITH 6" OF TOPSOIL BACKFILL WITH _\ 6" TOPS' UNCLASSIFIED FILL - COMPACT FILL TO AVOID EROSION CABLES P. 'l5ll .�7 \ DRAINAGE II % MIRAFI FILTERWEAVE MEDIUM UNDER N.T.S 500 WOVEN GEOTEXTILE SOUTH OR APPROVEDEQUAL SPILL ONLY -1 LAYER ON NORTH SPILL TAPERED FLANK DETAIL -NORTH AND SOUTH SPILLS N.T.S. 2 • COVER BLOCKS PLAN WITH 6" OF TOPSOIL FLOW I 0.5" — — J A A CABLE CABLE TUNNEL SIDE VIEW END VIEW TOP VIEW UNIT THICKNESS 'A' LASS 40-T 4.75' 8 TAPERED 40-T OPEN UNIT DETAIL r -SOUTH SPILL N.T.S. �2 ET REVETMENT CABLE REVETMENT CABLE SLEEVE REVETMENT • COVER BLOCKS WITH 6" OF TOPSOIL 6" TOPSOIL REVETMENT CABLE MEDIUM UNDER REVETMENT SOUTH CABLE SLEEVE SPILL ONLY 7.74' 1Z�� BUM • a ■ . • 0 ■ Is • . ■ a ■ a • . • M B N.T.S. MIRAFI FILTERWEAVE 500 WOVEN GEOTEXTILE OR APPROVED EQUAL OPEN MAT DETAIL -NORTH AND SOUTH SPILLS i1 PROJECT NUMBER: DRAWN BY: COFC2005-01 TAW ACAD FB[I DESIGNED BY: LPATH DETAIL SHT MKK DATE: CHECKED BY: 1010112005 GJK REGULAR MAT SPECIAL MATS • COVER BLOCKS WITH 6" OF TOPSOIL NOT TO SCALE NOTE: SPECIAL MATS WILL BE CONSTRUCTED BY OMITTING THE REQUIRED UNITS SO THE REQUIRED MAT DIMENSIONS CAN BE OBTAINED. COPYRIGHT m ARMORTEC 2004 ALL RIGHT SERVES MILE, PMEPAREG BY. ARMORFT.EX MO STANDARD DETAIL a ABODE AVM Jaka.101 GREEPI. KT 4EIN FAX ESCRIPTIM M•VK BY. DATE. W FDf SPECIAL MATS KVM I-13-D0 Y2K D SEVERE BEND CBi n. SCALE. aAV:M6 w DAD N.T.S. STAMIMAM mNAw N.T.S. ANdERSON CONSUITINCI ENgiNEERSP INC Civil ` Water Resources • Environmental 772 Whalers Way, Suite 200, Fat Collins, CO 80525 Plo Ic (970) 226-0120 / Fu (970) 226-0121 TFtYtP.wevrawcom CABLES CABLE 120" I T ram` 17.4' �-- 23.6' , 1 CABLE TUNNEL TnP VIEW SIDE VIEW UNIT THICKNESS 'A' CLASS L-701 9.00' FI BACKFIL PSI GRC • COVER BLOCKS WITH 6" OF TOPSOIL A� A� CABLE END VIEW n 70 L-CLASS OPEN UNIT DETAIL -NORTH SPILL i1 N.T.S. 2 • COVER BLOCKS WITH 6" OF TOPSOIL ARMORFLEX STANDARD CLASS BACKFILL •k •" W/ 4000 PSI GROUT D CONCRETE SILL - 4' MIN. TURN MIRAFI , FILTERWEAVE 500 WOVEN GEOTEXTILE ` OR APPROVED EQUAL 12" UP THE CONCRETE SILL E' • COVER BLOCKS WITH 6" OF NATIVE SOIL BACKFILL ' • "� W/ 4000 PSI GROUT CONCRETE SILL 1 4' MIN. TURN MIRAFI - 1 FILTERWEAVE 500 WOVEN GEOTEXTILE OR APPROVED DUAI 12" UP THE • COVER BLOCKS WITH 6" OF NATIVE SOIL 500 WOVEN GEO INSTALL SOIL p,OO OR APPROVED ,, ANCHORS IN , .•••N•• .� CONCRETE •• 1T7' �,t �•, AT 20' O.C. J V 39f 44 �� Z" gelb' �� •COVER BLOCKS ! ••.•......V WITH 6" OF TOPSOIL 2 LAYERS OF MIRAFI FILTERWEAVE REVETMENT TITLE. PMEPAMED V. CABLE WITH-f MIRAFI FILTERWEAVE ARMORFLEX ARMORTEC OF 1-1 REBAR 500 WOVEN GEOTEXTILE STANDARD DETAIL WAS G EL OR APPROVED EQUAL a JNG G ava DRAB• umT M!Iw MI QtMws NAY UNDER WITH II —=- E �IllI I1 SOUTH SPILL TO INCLUDE BCSCRIPTnw MMNI BY. DATES . E, Up FILE — (— RUB DRAINAGE MEDIUM AND GROUT SEAM KVM 11-5-01 Y2K DETAILS 2 LAYERS OF WOVEN GEOTEXTILE BETWEEN FATS LMMU Bn SCALE. DRAWSTA NAME/-DREND ING DVD NT.S. T SEMI VW/ 1• 6 OF 1-2 REMOVED AND REPLACED WITH GROUT TRANSVERSE SEAM BETWEEN MATS 8. OF CLEAN NATIVE FILL ON ALL -NORTH AND SOUTH SPILL J'� SECTIONS AT THE SOUTH SPILL 2 N.T.S. CITY OF FORT COLLINS BACKFILL W/ 6" OF TOPSOIL ARMORFLEX 40-T TAPERED CLASS OR APPROVED EQUAL DRAINAGE MEDIUM 2 LAYE70E— AMIRAFI FITER 500 WOVEN GEOTEXTILE OR APPROVED EQUAL 3" (SEE DETAIL, 10 ) 22 COPYRIGHT Q ARMORTEC 2004 ALL RIGHTS RESERVED. TITLE PREPARED BY. ARMORFLEX ARMORTEC STANDARD DETAIL a Milli BLVM M amb w3-K I•ADIL LIRA, EY A•M fM D!a TBD- DESCCPTIM DRAW BY. DATE. CAD FDF. TOP OF SLOPE DETAIL KVM 1-17-00 YW DETAILS OM•D SY. SCIiE PT, I T7MA. STANDARD(i)-CLAS OVD NT.S. T�_pHC16 N.T.S. BACKFILL W/ 6" OF TOPSOIL -ARMORFLEX 70-L CLASS OR APPROVED EQUAdj 500 WOVEN GEOTEXTILE� 1 OR APPROVED EQUAL TITLE IBEPAdn BY- ARMORFLEX ARMORTEC STANDARD DETAIL a MADE WVa $VANE LDCEN. KY BNDA FAX e M DESCRIPTI MAW IF DATE. CA➢ FILE TOP OF SLOPE DETAIL KVM 1-17-W TEK DETAILS (N'IiD BY. SCALE. DRAVIXG NAM:/16 STANDARD(D-0. DVD NT.S. TDP-ANCNOt N.T.S. ARMORFLEX L OR T-CUSS BACKFILL W/ 6" NATIVE SOIL SOUTH SPILL' TO INCLUDE DRAINAGE MEDIUM AND 2 LAYERS OF MIRAFI FILTERWEAVE 500 WOVEN GEOTEXTILE OR APPROVED EQUAL TITLE PREPARED BY. ARMORFLEX ARMORTEC STANDARD DETAIL a M M.Va M wBti6: 201 • EEN, BY BDIN FAX DEAD 1p-DY DE&CIR]i RANI BF. I DATE. CA➢ FILE TOE OF SLOPE DETAIL KVM 1-V-m Y2K DETAILS IMBED nj SCALE. Y: 7V NAME/16 DVD NT.S. L{LASS ASS' TOE OF SLOPE DETAIL -NORTH AND SOUTH SPILL n N.T.S. 2 STANDARD DETAIL ACB W/DRAINAGE LAYER CLASS 40 ARMORFLEX UNITS DIRECTION (BACKFILLED WITH 6" OF TOPSOIL) OF FLOW ,,!z - 7" OF CRUSHED 3/4" STONE DRAINAGE LAYER "OPYRIGHT m ARMORTEC 2004 ALL RIGHTS RESERVEI TEE. PREPARED BYE GENERAL ARMORTEC ARMORTEC DRAINAGE DETAIL a PALZ lVl M (E)• MT BDKLD• DEm1. KY XEIw FAX QIAD M3 :SCRR'RM MAW BYE DATE. CAD FILE. SLOPE PROTECTION USING KVN 9-27-02 I SOFTVARE ARMORFLEX MATS MED n. SCALE DNA...11 DVD NT.S, I DRAINAGE -SOUTH SPILL 10 N.T.S. 22 LPATH BERM = CONCRETE REVETMENT MAT DETAILS EROSION PROTECTION MEASURES city of JFort Coln SHEET 22 C21 SHEET RIDER C-1 279 Steel or Filter Fabric Wood Post 1 r'i Sj r Backfllled Trench Filter Fabric Attach Securely to Post Steel or Wood Post Compacted Backflll Runoff 10' MIN. 1 j, _L,. --iJ �. r Approximately 4"X4" Trench Li_ r SECTION VIEW General Notes: 1. The maximum tributary area is limited SILT FENCE to 0.25 acres per 100 feet of fence. 2. Inspect and repair fence after each storm event. Remove sediment when one half of the height of the fence has CITY OF FORT COLLINS, COLORADO been filled. Removed sediment shall STORMWATER UTILITY be deposited In on area tributary to a sediment basin or other filtering APPROVED BY: measure. DATE: REVISIONS: D _2 8 TOP OF SLOPE BEDDING MATERIAL t FILTER CLO g k1REV6 SILT FENCE n N.T.S. 23 ON GRADING PLAN 10' FLOW 2T I -4' 5T OR AS SPECIFIED ON GRADING PLAN = 10' SECTION A —A UPSTREAM �1 1 TWO (2) STAKED AND ENTRENCHED STRAW BALES (2" SPACING BETWEEN BALES, ALL SIDES) NOTE: EXTEND BALES LOW FLOW BALES TO BE KEYED FLOW AS NECESSARY CHANNEL TION INTO GROUND. TO ENCOMPASS DISTURBED — - - I AREA - 1 PLAN VIEW N.T.S. STAKED AND ENTRENCHEL STRAW BALI FLOW -y COMPACTED SOIL F 1 RIPRAP END PROTECTION n N.T.S. 3 WOOD OR STEEL FENCE POST 12" SECTION VIEW N.T.S. STRAW BALE BARRIER �1 N.T.S. 3 ON GRADING PLAN to' FLOW E WL 5T OR AS SPECIFIED ON GRADING PLAN = to' SECTION B—B DOWNSTREAM PROJECT NUMBER: DRAWN BY: COFC2005-01 TAW ACAD FIE: DESHNIED BYt LPATH DETAIL SHT MKK DATES CHECKED BY: 10/01/2005 GJK OF SLOPE �JI MATERIAL FILTER CLOTH MIN. 6" T= 24" GRADATION OF ROCK FOR CUSS 12 RIPRAP PERCENT SMALLER THAN GIVEN SIZE (BY WEIGHT) INTERMEDIATE ROCK DIMENSION (POUNDS, INCHES) 70-100 440, 21 50-70 275, 18 35-50 85, 12 2-10 3, 4 IATIVE SOIL CLASS 12 RIPRAP E II BEDDING MATERIAL __ S1120 GEOTEXTILE FABRIC OR APPROVED EQUIVALENT GRADATION OF TYPE II BEDDING MATERIAL SIEVE SIZE PERCENT PASSING (BY WEIGHT) 3" 90-100 3 4" 20-90 4 0-20 200 0-3 NOTES: 1. FILL RIPRAP VOIDS COMPLETELY WITH APPROVED FILL MATERIAL FOR BURIED CONDITIONS. 2. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPLACTIN AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. 3. REFER TO SPECIFICATIONS FOR MATERIALS AND PLACEMENT REQUIREMENTS FOR RIPRAP AND GRANULAR BEDDING MATERIAL. TYPICAL SECTION FOR CLASS 12 RIPRAP n N.T.S. 23 1 29.1 1449 EXPANSION JOINTS 9' 80' TYP. TOP OF EXPANSION JOINT TO WALL II II EXPANSION JOINT ° -. CONTROL JOINTS 9.79.7"i 9.7' 10' TYP. o ° G — — — — — CONTROL JOINT EVERY 10 FEET TYP. 1/2" PREFORMED JOINT FILLER 2 - j1F4 W/ ELASTIC JOINT SEALER REINF. BARS ACROSS TOP 1" DEEP.CAS-BUILT EL 491167 EXPANSION JOINT EVERY FORM TOP 12" Ar!-BUILT 80 FEET TYP. AND TYPICAL -tl-- -1911 491. EL.4008.90 AT GRADE BREAKS OF SILL MIN. EXPANSION 60 JOINT 10 — — — B— — ABBUI -LT1L61 EL . 49,I I + ° I I �- a� % ° EL = 4904.50 B 9 29.1 1 t44.9' SECTION A —A EXPANSION JOINI TOP OF 1-1 1/2" W/ E ACRO! TYPICAL EXPANSION JOINT ANdERSON CONSUITINCj ENCjINEERSr INC Civil • Water Resources • Environmental 772 Wbelm Way, Suric 200, Fon Collins, CO OW25 Phone (970) 226-0120 / Fn (970) 2260121 www.scewsl r.eoat CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES - NO N.T.S. L ' N.T.S• AS-BU/L T PLANS PREPARED ON SEPT. 06, 2007 6Fazs � X -- -Xi AS-BULT EL = 4908.96 A AS EUILT s 49I11JE A8 JILT EL - 49T164 )j 89 — n TYPICAL CONTROL 10 — — JOINT °L I (4) #4'S WITH 3" ° ., ' I 1 • - MIN. ! CONCRETE COVER ^ ° l I - LAP LENGTH = V-5" Li —� �*-24" < SECTION B—B 19, 170 A6 BUILT EL . 49Ot26 AS-BULT EL w 4899.41 EL. = 4901.40 10 — ' I 1 MISCELLANEOUS DETAILS )P OF WALL TYPICAL CONTROL JOINT MIN. 4 (4) /4'S WITH 3" CONCRETE COVER I� LAP LENGTH = V-5" SECTION B-8 C-1 279 O� N LIMITS OF ISTURBANCE �- LA POUDR E RIVER- - -� ' GHE \ � C l \ EXISTING -� / CONT6"' (TYP.) / ""• WETLAND SEED \ I --_PLANTING AREA OTHERS) O _ 91 —= EXTENTS OF EROSION CONTROL "��'-- 4910 ---- , BLANKET ��•• _!' '!� (BY OTHERS) PROJECT • i S2�c00 BASELINE \ 4911 Flo 4 1 1 q91� PROPOSED / �� • �� 1 ail - �j LIMITS. OF _ ✓�/ �� `-'�'j "'�� '.• � � t � � DISTURBANCE , B EXISTING ES (TYP.) % •••••'•`' / / p i ' % i ;O \ \ ^' �`r , / IXTENTS OF \ \\ \ --rr✓/° ) J CONCRETE BLOCK \ \ \ REVETMENT MAT \ \ 1 •� 411, wow X / NOTES: \ \ \ WETLAND SEED / \ OF D QN Co cDQ'`\� �4903 ! PLANTING�REA ALL AREAS WI HIN THE LIMI OF D15TbR1 \�9 / (BY OTHERS)_ �\ SEEDED WITH YTHIN SE ER A \WESTLARP WIPER POND r I II / \ �_ g907— S BE PLACED W�THiN 2 VERTICAL FEETOF _ SURFACES ( S SWOWN ON DRf�W1�JG�S).\(BY C CID MAXIMUM KNOWN WSEL 2. EROSION CONTROL BLANKET TU BE NORTH�\A i i Cb rr• r`/ / W /r SC150 EXTE DED TERM EROSION \CONTPOL BLANK) l R (APRIL 2004 WSE 99.0) / APPROVED E UAL. BY OTHERS \�� \ v �� 3. ALL LABOR -AND MATERIALS FOR THE )�LAtJTi G A� 0 IQ CONTROL /ILANKET WORK TO BE PERFORM �N \P V D\81 THE CITY OF FORT COLLINS N TURAL RE OURCEX p P�R INT. 4 CONT ACTOR TO SCARIFY ALL ISTURBED Af�E S I PRE ARATION OF REVEGETATION WORK BY 01fH R . E REVISIONS: CONTOUR INTERVAL Z 1 FOOT � 0 15 30 60 PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW REV1 `a REV2 ACAD FILE: LANDSC & REVEG DESIGNED BY: MKK REV3 gg° REV4 DATE: 1 0/0 1 /2005 CHECKED BY: GJK REVS v REV6 _ TURTLE POND 1 MAXIMUM KNOWN WSEL (APRIL 1996 WSEL=4899b) ANdERSON CONSUITINCI ENCIINEERS, INC Civil • Water Resources • Environments') 772 Whakm Wy, Suite 200, Fat CoBms, CO W525 rhooe (970) 226-0120 / Fax (970) 2260121 www.aawatermm CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES EGEND EROSION CONTROL � ANKE' / WETLAND SEE7 P� WTIN0 NORTH SPILL - LANDSCAPE AND REVEGETATION PLAN SHEET 24 ' L1 SHEET INDEX t CO3 CACHE LA 0vovle i EXTENTS OF 4893 — — l� 4 w' -CONCRETE SILL ' _ 3+00 - --\\W Y 00 / --, EX�SfINQ. LONT011B (IYP,) \ _ - '_PtANf � AR>g —/ — _ - 89 _ -:W OTHER �- \l(� i,\\.,� g4 85 4885-- --- — — — -- -- --- / / �/l � `\` \\ 4885 �4882 --_ LIMITS OF ap ` � � / � / DISTURBANCE Gift BLT OCKRE)�tT ENT MAT I BIG POND = MAXIMUM KNOWN WSEL uj Z \� \ '�� JOTES: I I I I ' (APRIL 1996 WSEL - 4890.5) \ 1 1 1 11 I I 1. ALL AREAS WITHIN THE LIMITS OF DISTURBANCE TO BE / I I I I / / I V SEEDED WITH DRYLAND SEED MIX. WETLAND SEED MIX I t— I \ TO BE PLACED WITHIN 2 VERTICAL FEET OF ALL WATER I\ SURFACES. (AS SHOWN ON DRAWINGS) (BY OTHERS) 2. EROSION CONTROL BLANKET TO BE NORTH AMERICAN G EEN 1 \ \ I \ EXTENDED L.(B TERM EROSION ) CONTROL BLANKET OR APPROVE III \ 11 3. ALL LABOR AND MATERIALS FOR THE PLANTING AND ERO ION I CONTROL BLANKET WORK TO BE PERFORMED AND PROVIDED BY \ I COLLINS \ ' I THE CITY OF FORT S NATURAL RESOURCES DEPART ENT. I I � 1 I , IIII \ 11 I 4. CONTRACTOR TO SCARIFY ALL DISTURBED AREAS IN 1 1 IIIII I III IIII PREPARATION OF REVEGETATION WORK BY OTHERS. LEGEND \ \I I I I I I I I I 1 \\\\\\ I EROSION CONTROL BLANKET 1 IIIIIII I l) i WETLAND SEED PLANTING �� IIII IIII I I IIII I�I�I\`IIII�I►,� REVISIONS: CONTOUR INTERVAL REV1 — 1 FOOT i REV2 REVS REV4 REVS A REV6 0 15 30 60 PROJECT NUMBER: DRAWN BY: COFC2005.01 TAW ACAD FILE: DESIGNED BY: LANOSC & REVEG MKK DATE: CHECKED BY: 10/01/2005 GJK ANdERSON CONSULT l ENgiNEJ INC C&M • Water Resources • EnWrommentad 772 Whdem Wry, Suite 200, Fat CoBmA CO 80525 Pl (970) 22G-01201 Fn (970) 226l21 W .Kewaxreoa CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES SOUTH SPILL - LANDSCAPE AND REVEGETATION PLAN SHEET 25 ' L2 SHEET INDEX C-1 279, 1 V REVISIONS: REV1 i REV2 REVS REV4 REV5 A REV6 CACHE POvovke EXTENTS OF CONCRETE -EfLOCK REVOTMENT MAT CONTOUR INTERVAL 1 FOOT � � 1 EXTENTS OF PROJECT NUMBER: KBY:COFC2005.01ACAD FILE: LANDSC 8c REVEGDATE: 10/01/2005 GJK MAXIMUM KNOWN WSEL (APRIL 1996 WSEL = 4890.6) ANdERSON CONSUIi1NC1 ENCIINEERS, INC CirA • Water Resources • EnWronmentat 772 W6dkn Wry, Suit: 2OD, Fat COIbW CO N525 Pbo (970) 226-0120 / Fa (970) 226-0121 W .eceweler.c — 4893 — — +00 \ \PROJECT BASELINE (TYP.) 6 00 — — 4 �� k 00 aft t � — — — _ 4902 Y!ftft wo- CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES 4887— ALL AREAS WITHIN THE LIMITS OF DISTURBANCE TO BE SEEDED WITH DRYLAND SEED MIX. WETLAND SEED MIX TO BE PLACED WITHIN 2 VERTICAL FEET OF ALL WATER SURFACES. (AS SHOWN ON DRAWINGS) (BY OTHERS) EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREEN SC150 EXTENDED TERM EROSION CONTROL BLANKET OR APPROVED EQUAL. (BY OTHERS) ALL LABOR AND MATERIALS FOR THE PLANTING AND EROSION CONTROL BLANKET WORK TO BE PERFORMED AND PROVIDED BY THE CITY OF FORT COLLINS NATURAL RESOURCES DEPARTMENT. CONTRACTOR TO SCARIFY ALL DISTURBED AREAS IN PREPARATION OF REVEGETATION WORK BY OTHERS. LEGEND EROSION CONTROL BLANKET WETLAND SEED PLANTING SOUTH SPILL - LANDSCAPE AND REVEGETATION PLAN SHEET 26 ' L3 SHEET INDEX V wj I` N i 11 �Ij j BLUE GILL POND , I� MAXIMUM KNOWN WSEL (APRIL 1996 WSEL = 4896.8 FT) APRIL 1996 WATERSURFACE / (EL.4896 6) EXISTING _ — f CONTOUR (TYP.) WIPER POND \ - \ \ LIMITS OF MAXIMUM KNOWN WSEL / I ) — — _ DISTURBANCE (NORMAL WSEL = 4899.0 FT) _ WETLAND SEED fd�,4R —�ANTIEA THM _ - -- NOTES." " ► — \= �, ` \ ! \ \ \\ii1 I I ' I 1. ALL WITH AREAS WITHIN THD SEEDM LIMITSOF DISTURBANCE SEEDED SEED MIX � TO BE PLACED WITHIN 2 VICALAND EET OF ALL WATER SURFACES. (AS SHOW -ON DRAWINN (BY OTHERS) 2_-EROSION CONTROL -BLANKET TO BE NORift:9.ME=AN--&REtf(__ —_SCE EXT€NUM TEH1&L EBLiSIOf��ONTROL-_REANK£T" 0E-- � APPROVE-D EOUAL—rtBY- 6fiHERS�- _ `\ -3_ ALL LABOR AND MATERIALS FOR THE PLANTING AND EROSION CUNTROL BLANKET WORK TO BE PERFORMED AND PROVIDED BY THE CITY GF ...FORT COLLINS NATURAI_RES(WRG€S DEPARTWE!1 T.- \ l f _ 4.---CONTRAGWR TO --SCARIFY -ALL BISTURRE-0 ARf-AS- tlf- _—PR€PARATtON -OF--REYE-0ETAT40N--WORif -#Y -OTHERS LEGEND WETLAND SEED PLANTINf elr APRIL 1996 — — � �� ,��V��Iv— WATER ' SURFACE \ \\��\� (EL.4890.4) �� — BIG POND MAXIMUM KNOWN WSEL (NORMAL WSEL = 4890.5 Fr) REVISIONS: CONTOUR INTERVAL 1 FOOT N PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW ANdERSON CONSUITINCI ENgiNEERS, INC Civil Wate.Reaoa2res Environmental CITY OF FORT COLLINS _ LPATH BERM - 9 BORROW SITE- LANDSCAPE AND REVEGETATION PLAN SHEET 27 L4 q REV1 REV2 ACAD FILE: LANDSC & REVEG DESIGNED BY: MKK REVS 3 REV4 772 Whakm Way, Suite 200• FortCoBm.• CO 80525 EROSION PROTECTION MEASURESvi tty of Fort Collins DATE: CHECKED BY: REVS 0 15 30 60 1 O/O 1 /2005 GJK Fbo (970)226-0120 I Fm(970) 2264121 r.+...ce.meroam SHEET INDEX REV6 C_1 279 1 U C .1 279 04 N .rr v .r ::.....:::. r: v _ser. . + .:.,., -,r:n: , ...:. - . .,ru ...v.f a3': 4 3 '{ 8. :Y3v r.:: .. 4' .... ..x.. 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( _ y , x - �ygap y Kxs'ir.. rM r2:.v - .. , :.e ., - .' :' ad t .1'#'".+3 , .gn N , t @ e to' REVISIONS: PROJECT NUMBER: DRAWN BY: REV1 CONTOUR INTERVAL COFC2005.01 TAW a REV2 1 FOOT ACAD FILE: DESIGNED REV3 BY: ANdERSON CONSUITiNC� ENGINEERS, INC LANDSC 8c REVEG MKK REV4 Civil • Water Resources • Environmental REV5 0 40 SO DATE: 160 1O/O1/2005 CHECKED BY: GJK 772CO 80525 �� q��F �'/� aREV6 v..cewme ocm I r CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES c_1 279 V r i REV6 OL P A DEED PARCEL N0. KtrYT _nn-QP7 �r CONTROL POINT NO. NORTHING EASTING ELEVATION DESCRIPTION CP-8663 1453086.81 3129455.89 4908.28 UNKNOWN CP-8635 1453212.15 3129373.04 4909.69 UNKNOWN CP-82 1453317.07 3129411.18 4900.29 UNKNOWN LA ACH�„REMOVE AND DISPOSE / REMOVE 1 OF EXISTING EXISTING CONCRETE RUBBLE TREE ---' EXISTING TREES (PROTECT IN PLACE) 0 POUDRE �-- RIVER �� APPROXIMATE EXTENTS 7-7�% Tfi__ 0 CRETE RUBBLE Y OF FOR LLINS �RA Y DE PARCEL NO* 87172-00-920 j APPROXIMATE EXTENTS OF 9 EXISTING RIPRAP 7r (PROTECT IN PLACE) THIS AUTOCAD DRAWING IS IN THE MODIFIED STATE PLANE COLORADO NORTH ZONE COORDINATE SYSTEM, REDUCE TO 0.99973332 ABOUT POINT 0,0 TO CHANGE TO STATE PLANE COORDINATE SYSTEM. 99 t VERTICAL DATUM 4910 0� �_ —i 1 9011 / BENCHMARK FOR THIS PROJECT IS CITY OF FORT COLLINS BENCHMARK #5101, IN SIDEWALK AT NORTHWEST � ' � 91 / ' I —49101 B � - _ CORNER OF TIMBERLINE POUDRE RIVER BRIDGE. ELEVATION = 4923.74 FEET NGVD 1929 UNADJUSTED. % APPRO'1(IMAT EXTENTS\ OF--- � -RE -\� � p6 REMOVE 3 c � '� EXISTING TREE ---- �-- E TING RIPRAP,,,--49 /K-- HORIZONTAL DATUM: � EXISTING -----_`----.--- �_ HORIZONTAL STATE PLANE COORDINATES NAD 83 (1992) DATUM.11-00 PROTECT IN--INACE) _ _\ (PROTECT IN PLACE) i FOOT CONTOURS WERE GENERATED BY ANDERSON CONSULTING ENGINEERS, INC. FROM SURVEY ��-��'�� PROJECT -- -- �_ POINTS OBTAINED FROM SURVEY DATA COLLECTED BY THE CITY OF FORT COLLINS IN AUG 2003, ` i, h ) �'� �' �- \\\ N_ BASELINE --- -'� APRIL 2004 AND NOV. 2004 RESPECTIVELY. CONTROL POINTS LISTED ABOVE WERE ALSO OBTAINED FROM THE SAME CITY OF FORT COLLINS SURVEY DATA. ( ' / / /', - _ . \ \ TYP.) / Y 2 FOOT CONTOURS WERE OBTAINED FROM AREOMETRICS, INC. AND WERE DEVELOPED FROM - ?,L00 AERIAL PHOTOGRAPHS TAKEN IN APRIL, 1996. - /� f�/' REMOVE 3\, THE LOCATION OF GEOTECHNICAL BORE HOLES ARE APPROXIMATE. GEOTECHNICAL INFORMATION FOR EXISTING TREES BORE HOLES PROVIDED IN GEOTECHNICAL INVESTIGATION CACHE LA POUDRE RIVER CONTROLLED SPILL STRUCTURES FORT COLLINS COLORADO (CTL/T) JOB NO. FC-03473-125 APRIL 27, 2005 RE OVE 2 CONTRACTOR TO COORDINATE WITH THE CITY OF FORT COLLINS NATURAL RESOURCES DEPARTMENT EXISTIN TREES \ REMOVE WOODEN RAIL FENCE \� L PRIOR TO REMOVAL OF ANY TREES. PRIOR TO CONSTRUCTION, CONTRACTOR TO ENSURE THAT ALL / �� ` \ ASN,(4ECESSARY AND STORE ON TREES WITHIN THE CONSTRUCTION AREA HAVE BEEN ADEQUATELY MARKED AS TO WHETHER THEY / / / / ( \ \ \ \ SITE. REPLACE IN ORIGINAL ARE TO BE REMOVED OR PROTECTED IN PLACE. r \ _ ti� LOCA ION-ONCE-rONST�dION IS COMPL EI3- \ \ \\ / (o� \ 1�EXISTIN PLREES EXISTIN ES (PROTECT- M (PROTECT ,1 k'- \\ ARIL 2004 WATE SURFACIE ELEVATION ( j / y� \EL. 4899.0 ell tk G 6 - CP 863 f �� /✓/�j� `� \\ �\ 1453086. \ / / E- 129455 9 EXISTING \ EL V-490 .28 / _ CONTOURS \ CP-8635 � a I / / _ _ _ N_1453212.15 °' ) / -- ` ( ) — ___--1- PROPERTY } ` 13OUNDAOY (TYP.) 69 IT OF FORT COLLINS /��j/�j/ / % CP-82 ` o0 ` \ WARRANTY DEED /� �/ 3 / / / N-1453317.07 ) PARCEL NO. �// '- // //,� / �z E-3129411.18 87172-00-980 �j� 4 /j/ /// / a� / / / ELEV=4900.29 / I CITY OF RT�EEJ OL INS CITY OF FORT COLLINS /��/� WARRf NTY I WARRANTY DEED PARCEL N I I PARCEL NO, / 8 172-0I 80 87172-00-995 / X0 WIPER POND' MAXIMUM MAXIMUM KN� �� OWN wsEL / x �� // �/ \ Lx (,APRIL 2004 WSEL-48990) .° ,-�// %/ �/ TURTLE POND oeo MAXIMUM KNOWN WSEL , - ,� (APRIL 2004 WSEL=4899b) • — - ----I SHEET CONTOUR INTERVAL 1 FOOT AND 2 FOOT 1 PROJECT NUMBER: COFC2005.01 ACAD FILE: DEMOL & SURVEY DATE: 10/01/2005 DRAWN BY: TAW DESIGNED BY: MKK CHECKED BY: GJK Arodamm C mutdmc Ewg'1r rm, fmc Cull • Weter Resources • Environnrtntd 772 WIWm Wry, Suite 200, FatCaNim, CO 80525 !hose (970) 226-0120 / Fm (970) 226-0121 �Jicewear.o CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES NORTH SPILL- 3 DEMOLITION, UTILITIES AND C2 SURVEY CONTROL SHEET INDEX C-1 279 C -1 279 � - - - - �/.��.._. �./ EXISTING PLACE � % � / � � __�---{------- ---I 14+00 IEXISTING T ES / - - �� _ (PROTECT NP�) , ,/i"' ,,i� +00 I �— = --15 ---- t PROPERTY f— BOUNDARY (TYP.)-10 I /`" EXISTING TREE, E-313122.1-40 / (PROTEC-M PLACE) LEV=4900.87 WOODEN STAKE o E TAT —ION I ' , ►�'�,� � � '� -'",. ��\ ) �/�►r,-� cei,�/j�'--�� ' i�'� - '� / / /--'� ///� EXISTING CONTOURS (TYP.) EXISTING TREES CP-86 N-1451029.97(PROTECT IN PLACE) TH-1 E-3131278.90 ELEV=4998.44 5' :51TA-,4- 00 TO'STA. 13+50 Q EMOVE,,-6 EXISTING TREES do VEGETATION REMOVAL TO BE PAID FOR UNDER BID I ITEM .YE-GETATt@N-TIIEREMOVAL. BE _. REMOVED UNDER BID ITEM 3 - ED CLEARING AND GRUBBING. CITY OF FORT COLLINS ROJECT +oo / EXISTING RETAT9/ NG WjCLL WARRANTY DEED BASELINE �'"/ OTECT,MQ�PLAC / '. \ �% PARCEL NO. (TYP.) / / 87174-00-947 N-1450829.98 l&TfiRtGRE"; -� E-3131436.12 ��/✓ ^ \ 4 I ELEV=4891.44 CONTROL POINTS AND NOTES PRESERVE 1 EXISTING CONTROL NORTHING FASTING ELEVATION DESCRIPTION _,APRIL--1-996-iN'A(T R / ISLAND POINT NO. (EL. 4—su,696. ' ' C / CP-8639 1450390.34 3131622.93 4896.87 UNKNOWN CP-8640 1450829.98 313t 436.12 4891.44 UNKNOWN CP-86 1451029.97 3131278.90 4998.44 UNKNOWN CP-87 1451192.16 3131221.40 4900.87 WOODEN STAKE 4t- 1 t BIG POND THIS AUTOCAD DRAWING IS IN THE. MODIFIED STATE PLANE COLORADO NORTH ZONE COORDINATE SYSTEM, \\\ \\\ < l I I ` REDUCE TO 0.99973332 ABOUT POINT 0,0 TO CHANGE TO STATE PLANE COORDINATE SYSTEM. MAXIMUM KNOWN WSEL (APRIL 1996 WSEL=489OZ) VERTICAL DATUM: BENCHMARK PROJECT IS FORT COLLINS CORNER OF TIMBERLINE RIVER BRIDGE. = 4923.74 � OSIDEWALK ETNGVD 1929 UNADJUSTED. HWEST \\\ I HORIZONTAL DATUM: \\ COLORADO STATE PLANE COORDINATES NAD 83 (1992) DATUM. \ \ \ 1 \ ' I 1 FOOT CONTOURS WERE GENERATED BY ANDERSON CONSULTING ENGINEERS, INC. FROM SURVEY POINTS OBTAINED FROM SURVEY DATA COLLECTED BY THE CITY OF FORT COLLINS IN AUG 2003, \ APRIL 2004 AND NOV. 2004 RESPECTIVELY. CONTROL POINTS LISTED ABOVE WERE ALSO OBTAINED CP-8639 FROM THE SAME CITY OF FORT COLLINS SURVEY DATA. \ \ \ N-1450390.34 CITY OF FORT COLLINS \\ E-3131622.93 1 2 FOOT CONTOURS WERE OBTAINED FROM AREOMETRICS, INC. AND WERE DEVELOPED FROM \ \ ELEV=4896.87 WARRANTY DEED 1 AERIAL PHOTOGRAPHS TAKEN IN APRIL, 1996. PARCEL NO, 87174-00-941 I THE LOCATION OF GEOTECHNICAL BORE HOLES ARE APPROXIMATE. GEOTECHNICAL INFORMATION FOR s \\\\\ \ BORE HOLES PROVIDED IN GEOTECHNICAL INVESTIGATION CACHE LA POUDRE RIVER CONTROLLED 1 \ \ \\\ SPILL STRUCTURES FORT COLLINS COLORADO (CTL/T) JOB NO. FC 03473 125 APRIL 27, 2005 \\ \ \\\ t CONTRACTOR TO COORDINATE WITH THE CITY OF FORT COLLINS NATURAL RESOURCES DEPARTMENT PRIOR TO REMOVAL OF ANY TREES. PRIOR TO CONSTRUCTION, CONTRACTOR TO ENSURE THAT ALL \\ \ \ \ I TREES WITHIN THE CONSTRUCTION AREA HAVE BEEN ADEQUATELY MARKED AS TO WHETHER THEY \ \\\ 1 ARE TO BE REMOVED OR PROTECTED IN PLACE. Z CONTOUR INTERVAL 1 FOOT AND 2 FOOT PROJECT NUMBER: DRAWN BY: COFC2005.01 TAW ACAD FILE: DESIGNED BY: DEMOL dE SURVEY MKK DATE: CHECKED BY: 10/01/2005 GJK Am uRsm Consuhir4q Enchrila, 1w Civil • WaterResources • EnWronmeNd 772 Whalers Wry, Suite 200, Fat Cbltis, CO 80525 Fh (970) 226-0120 / Fa (970) 22"121 w .rxvtatcr om CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES SHEET SOUTH SPILL- 4 DEMOLITION, UTILITIES AND SURVEY CONTROL C3 SHEET INDEX 9-1 279 C-1 279 (7% r"Ift ev WAX Wouffiq 00yo: WA- IN C4 )Ann M E I q 0,—q y9b M-Mog"wil QlAM 71 A IF No- 4 Own f in my AT, al Ng sh V-- , Aq SAM F % w 'i, litoogo; is -)tti 1 is"OrRU oil. 0 to -OR. IL�j �:14 NPO Q POW k11 114" aK it, AMA V T TP 4 110% AT ITRTWQW� C,4 279 J New =7 al WE ONE IV liow 4 Jill wall Ka all I PER Milli WGA vie lillillip'lli Jill mosimenesin III liningle I 1121111111moso 1 1111 miles inglesso WMEr I so" 01010 mosillsomen I= loss IN inisselis IN one iselle lime sellieses logo monsoon inins I Mongolism inglon INS. VERTICAL SCALE PROJECT NUMBER: COFC2005.01 DRAWN BY: TAW AmidERsain CbNwtdNq ENJ INc CITY OF FORT COLLINS NORTH SPILL - Fra HORIZONTAL SCALE PLAN AND PRO 7n Whi WAY, Swic 200, F(d Wl CO W25 LPATH BERM EROSION PROTECTION MEASURES f DATE: t-1 279 N _LA._ ) ___RQUDRE % ' RIVER c vi - BURIED Rom. A _ RB,g C—C D � ` RTPRAP, D50=12" / R 1 - C0A.I , E—E RF-F C"'- NOTE: SEE SHED 11 (NORTH SPILL— RIPRAP CROSS SE IONS) FOR RIP RAP" CROSS SECTIONS RA A THROIIGH'RG— AS-BOIL T SILL BEGINS AT 0 89 ST L 49t22.Q _ 490 N 953374.80 _ - . 2_ 49�'k / \ E 3129219 f750 l — - - C� .sox � - ;----C 0 NCR ET i -EXISTING p6 491 49 0 as1 37 i 4m A\ �� 4's 11 G CONTOUR �i ? C 0 ` --_.490a — 4 — __ --- AS--BU/LT CE (TYP.) - x4908.s0�oa's0 49ft a90a5° R_CONCR x— . RS, BUILT CONCRETE 4 x v LOOA770N-_4 9 . S / 4911 9 �4908.5 �911.8 4 0 \\` \� 9 911.82 4 894 �; v ,� 4a11 4897 4896 4895 4894 \ ow 46, 17 co 4903 r — - �' \ / / o y / t' PRIL �04 �� \ / 49a WATER I (EXTENTS OF CONCRETE BLOCK �,� I I i / 'v _VET#E�TT —MAT—SEE _ SHEET_17 WIPER POND _ S U R C,�E � / MAXIMUM KNOWN WSEL ' "� `.—�I TH-—Ci��TE—BLZ7CK� �`— -----__ — (L. 4$�9:0 / / �— REVETMENT BLOCK LAY UT PLAN s �(APRIL 2004 WSEL = 4899A)' � ) TURTLE POND MAXIMUM KNOWN WSEL (APRIL 2004 WSEL = 4899.5) S REVISIONS: CONTOUR INTERVAL PROJECT NUMBER: DRAWN BY: F E Z COFC2005.01 TAW REV1 CITY OF FORT COLLINS lot IO _ NTERLIN SILL �C PR4PGSED_._ \ cONTaU - _�- 49 — —_ AS-BU/L T SPOT 4 910 -- ELEVA770M (TYP) -- 49 f 1.92 AS-BU/L T S?*SILL ENDS AT \ 0 \ sf � STA 51*47.1 ,ROPOSED . N 145358726 SPOT �LEV1PT10 312927 4 (TYP.) k� \ 4911.92 49f2.02 3� 4 910 4 12. 0 o S o� --- 4 910 AS -BUILT CONTOURS (TYPJ \ \ �3 Gv�• �9 NOTES SEE SHEtTS 9 & 10, l �o (NORTH SPILL —BERM CROSS SECTIONS) FOR CROSS SECTIO05 Y—Y THROUGH A L. S-gU/L T PLANS PR8PARED'ON 4 ��344 z SEPr. 06, j200� .! 7, 1 Foor REV2 ACAD FILE: DESIGNED BY: ANdERSOns NV CoulnN Efqqiwm, INC NORTH SPILL- -_- REV3 NO. X—SECT LOC MKK LPATH BERM REV4 c1Fu � Ei'orereesources - E,►Frsonm�ar GRADING AND CROSS SECTION LOCATIONS DATE: CHECKED BY: 772WhalmWay, Suite200,FatCoBm.,CO80525 EROSION PROTECTION MEASURES City of Fort Collins REV5 0 10 20 40 Fho (970)226-0120 / Fu(M) 2264121 REV6 05/25/2007 GJK . .scewstcro SHEET 8 SHEETC7 C-1 279 ti N I (REVISIONS: EV4 REV6 SECTION Y-Y CENTERLINE STATION 46+50 SECTION Z-Z CENTERLINE STATION 47+00 SECTION A-B CENTERLINE STATION 47+50 SECTION A-C CENTERLINE STATION 48+00 VERTICAL SCALE 0 2.5 5 10 HORIZONTAL SCALE 0 10 20 40 PROJECT NUMBER: DRAWN BY: COFC2005.01 TAW ACAD FILE: DESIGNED BY: NO. X—SECT LOC MKK DATE: CHECKED BY: 1010112005 GJK ANdEMON CoNsulmvq ENgiNEm, Inc Civil • WaterResoarces • Envlronmentad 772 Whdm Way, Suite 200, Fort CoHink CO 80525 Pone (970) 226-0120 / Fn (970) 22"I21 -1+30 -1+00 -0+50 0+00 +0+50 +1+00 +1+50 SECTION A-D CENTERLINE STATION 48+50 SECTION A-E CENTERLINE STATION 49+00 -0+30 0+00 +0+50 +1+00 +11+50 +2+00 +2+50 SECTION A-F CENTERLINE STATION 50+00 -0+50 0+00 +0+50 +1+00 +1+50 +2+00 +2+30 SECTION A-G CENTERLINE STATION 50+50 CITY OF FORT COLLINS LPATH BERM EROSION PROTECTION MEASURES NORTH SPILL - BERM CROSS SECTIONS SHEET 9 or C8 SHM nro¢x C4 279