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CHOICE CENTER - Filed SP-SITE/LANDSCAPE PLAN - 2011-11-10
CAPSTONE DEVELOPMENT CORPORATION Choice Center -Site Plan FORT COLLINS, CO City Of Fort Collins, County Of Larimer, State Of Colorado LOT 113, REPEAT OF A PART OF LOT 1 OF THE SPRING COURT SUBDIVISION, A PORTION OF LOT 2 OF THE SPRING COURT SUBDIVISION, AND LOT 3 OF THE FOX SHOPPING CENTER SUBDIVISION Property Description COMMENCING AT THE NORTHEAST CORNER OF LOT 3, FOX SHOPPING CENTER SUBDIVISION, THENCE NORTH 89'38'48' WEST, ALONG THE NORTH LINE OF SAID LOT 3, A DISTANCE OF 5.52 FEET TO THE WEST LINE OF THAT PARCEL DESCRIBED IN RULE AND ORDER RECORDED AS RECEPTION N0, 96079001, SAID POINT BEING THE POINT OF BEGINNING; THENCE THE FOLLOWING SIX COURSES ALONG THE WESTERLY AND SOUTHERLY PERIMETER OF SAID PARCEL: 1. THENCE SOUTH OO'0l'23- EAST, A DISTANCE OF 69.06 FEET TO THE BEGINNING OF TANGENT CURVE TO THE RIGHT, 2. THENCE 17.21 FEET ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 602.50 FEET, A CENTRAL ANGLE OF Ol'38'12-, AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 00'47'43' WEST,17.21 FEET; 3. THENCE SOUTH 01'36'49' WEST, A DISTANCE OF 47.S1 FEET; 4. THENCE SOUTH 46-31'40- WEST, A DISTANCE OF 8.57 FEET; 5. THENCE SOUTH 00'WlV WEST, A DISTANCE OF 8.43 FEET; 6. THENCE SOUTH 88034'02- EAST, A DISTANCE OF 9.60 FEET TO THE WEST RIGHT OF WAY OF COLLEGE AVENUE; THENCE SOUTH 01'2S'44' WEST ALONG SAID WEST RIGHT OF WAY, A DISTANCE OF 24.88 FEET-, THENCE SOUTH 00'02'16' EAST ALONG SAID WEST RIGHT OF WAY, A DISTANCE OF 312.34 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN DEED RECORDED AS RECEPTION NO.900057W AND RE -RECORDED AS RECEPTION NO.90027872, THENCE THE FOLLOWING THREE COURSES ALONG THE PERIMETER OF SAID PARCEL; 1. THENCE SOUTH a9'49'03' WEST ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 105.07 FEET; 2. THENCE SOUTH 00'02'18' WEST ALONG THE WEST LINE OF SAID PARCEL, A DISTANCE OF 146.86 FEET, 3. THENCE NORTH 89'SO'SY EAST ALONG THE SOUTH LINE OF SAID PARCEL, A DISTANCE OF 105.26 FEET TO THE WEST RIGHT OF WAY OF COLLEGE AVENUE; THENCE THE FOLLOWING FIVE COURSES ALONG THE WEST RIGHT OF WAY OF COLLEGE AVENUE: 1. THENCE SOUTH 00'0216- EAST, A DISTANCE OF 86.39 FEET; 2. THENCE NORTH 89'57%r EAST, A DISTANCE OF 3.W FEET, 3. THENCE SOUTH OM0216' EAST, A DISTANCE OF 78.W FEET; 4. THENCE SOUTH 89'57'44° WEST, A DISTANCE OF 3.00 FEET, S. THENCE SOUTH 00'02'16- EAST, A DISTANCE OF 36.39 FEET, THENCE NORTH 89'39'12' WEST, A DISTANCE OF 227.96 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 3; THENCE LEAVING SAID SOUTH LINE OF LOT 3, SOUTH 00'23'51- WEST ALONG THE EAST LINE OF LOT 1-5. REPLAT OF A PORTION OF SPRING COURT SUBDIVISION EXTENDED NORTHERLY, ALONG THE EAST LINE OF SAID LOT 1-11 AND ALONG SAID FAST LINE OF SAID LOT 1-B EXTENDED SOUTHERLY, (PASSING THE NORTHEAST CORNER OF SAID LOT 1-B AT 1.41 FEET) ATOTAL DISTANCE OF 263.59 FEET TO THE SOUTH LINE OF LOT 2, SPRING COURT SUBDIVISION; THENCE NORTH 89'36'51' WEST, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 307.52 FEET TO THE EASTERLY RIGHT OF WAY OF THE COLORADO AND SOUTHERN RAILROAD; THENCE THE FOLLOWING THREE COURSES ALONG SAID EASTERLY RIGHT OF WAY; 1. THENCE NORTH 06-12'38' EAST, ALONG A DISTANCE OF 532.67 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT; 2. THENCE 503.62 FEET ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 4573.35 FEET, A CENTRAL ANGLE OF 06'18'340, AND BEING SUB -TENDED BY CHORD WHICH BEARS NORTH 03-03'21' EAST, 503.37 FEET, 3. THENCE NORTH 00'OS'Se WEST, A DISTANCE OF 29.61 FEET TO THE SOUTH LINE OF THAT PARCEL DESCRIBED IN DEEDS RECORDED AS RECEPTION NO.200SW79268 AND REC. NO. B7024425; THENCE THE FOLLOWING FOUR COURSES ALONG THE SOUTHERLY LINE OF SAID PARCEL; 1. THENCE NORTH 89'4(r38' EAST, A DISTANCE OF 55.15 FEET; 2. THENCE SOUTH 4S'27'16' EAST, A DISTANCE OF 67.77 FEET, 3. THENCE SOUTH 81'48'40- EAST, A DISTANCE OF 104.13 FEET; 4. THENCE NORTH 01'11'13- EAST, A DISTANCE OF 35.13 FEET TO THE SOUTHWEST CORNER OF LOT 2, FOX SHOPPING CENTER SUBDIVISION; THENCE SOUTH 89'38'48' EAST, ALONG THE NORTH LINE OF LOT 3, FOX SHOPPING CENTER SUBDIVISION, A DISTANCE OF 244.11 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL CONTAINS 453,154 SQUARE FEET OR 10.403 ACRES, MORE OR LESS. PROJECT ADDRESS: 1653 S. College Avenue through 1807 S. College Avenue, Fort Collins, CO 80525 OCTOBER 04, 2011 Vicinity Map II ° N.. ) ram.■ ° vc0 ! e NY•a wens w a �° ■ NN..r■ r■ a � 'w � • • Z a � � w,aaa NwYa � • °f • N J a • � �• r I a i 11a e! f wua NNa a �• At �• � N•wrr ' PROSPECT ROAt ° •� �i WY ° Yw I e a No1Nullp N�1° � "•" • ■ a a,r a „w PRO SITE •ty ar.r •■• WAM"WW i J , Naw•a• i � r rw•••a s LU �12f Wit j1 4 o.rN r f a�i,a a�i i U) �� i wM I W r► q r N,, ° C3 0 a, ° Q SOP U e LU DRAKE ROA r B 7 .air.. • 2 - n . it ■ j�e e SCALE 1 "=1500' Proiect Benchmark PRIMARY BENCHMARKC-322, MARKED -C-322 RESET 1959' LOCATED IN THE NORTHWEST WNGWALL OF THE BRIDGE FOR COLLEGE AVENUE OVER SPRING CREEK; ELEVATION:4986.22 FEET, CITY OF FORT COLLINS DATUM (NAGVD 1929 - UNADJUSTED). SECONDARY BENCHMARK: 23-92, WATER VALVE PIT LOCATED AT THE SOUTHIMST CORNER OF VYEST PROSPECT ROAD AND CENTRE AVENUE; ELEVATION: 5007.48 FEET, CITY OF FORT COLLINS DATUM (NGVD 1929 - UNADJUSTED) Proiect Contacts Landscape Architect Jim Sell Design, Inc. 153 W. Mountain Ave. FL Collins, CO 80524 PH: (970) 484-1921 FAX: (970) 484-2443 Civil Engineer JVA, Incorporated 1319 Spruce Street Boulder, CO $0302 PH: (970) 225-9099 FAX: (303) 444-1957 Surveyor Nolte Associates, Inc. BODO S. Chester Street, Suite 200 Cantemial, CO 80112 PH: (303) 220-6400 FAX: (303) 220-9001 Traffic Engineer ELB Engineering, LLC 5401 Taylor Lane Fort Collins, CO 90528 PH: (970) 988-7551 FAX: (970) 225-8942 and Future 431 Office Park Drive Birmingham, AL 35223 PH: (205) 414.6400 FAX: (205) 414-6405 Current owners Johnson Investments, Inc. 126 West Harvard Street, Suite 2 Fort Collins, CO 90525 Kelly C. Brown 801 E. Pltkln Fort Collins, CO W524 Index to Drawings SHEET NUMBER 1 2 3 4 5 6 SHEET NAME SITE PLAN COVER SHEET SITE PLAN CLOMR Overall CLOMR Details Floodplain Map - Current Effective Condition Floodplain Map - Proposed Condition Signatures and Approvals Approved this zi day of 2011 by the Current Director of the City of Fort Collins, Colorado. SEAL Current Planning Director OWNER - LOT 3 FOX SHOPPING CENTER: Johnson Investmerria, Inc., being the lawful recorded amen of Lot 3 or the Fox Shopping Center shown on this Project Development Plan, except any existing public streets, roads, or highways, do hereby certify that Itwe accept the ooi K! ons and restrictions set forth an said plan and in the conditions of approval by the City of Fort Collins, datedOctb& ► 1 O, 2-011 , and that Wx consent to the recordation of any information pertaining thereto. BY: Z DATE: LW,s LVIry oHNteN, trSroCNr )u. COUNTY OF LARIMER ) The foregoing Instrument was acknowledged before me this day of D C 4WI+N- , M49- Q0 by4tNlS1�/tLV1AlVOMNw1 SeasS9E51ncwlT d.loyl.lec� PJvrrrS.cAt-r_q lc. Witness my hand and oRiclaiNai. 1 My comvrlisaian expires: & -A I - 2 ` �- Notary Public Kelly C. Brown, being all the lawful recorded owners of Lot 1-B and a tlon of Lot 2 of the Spring Court Subdivision on the Project Development Plan, except any existing public streets, roads, or highways, do hereby certify that I/we accept the conditions and restrictions est forth on said plan and in the conditions of approval by the City of Fort Collins, dated Ocrollmn 1 O, .2011 , and that INve consent to the recordation of any Information pertaining thereto. BY: 17 e4r%*4" DATE: EILy BROWtJ STATE OF COLORADO) COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this.2D day of CxxOire L- -fa a011 by KI LL-Y C.BFtGvurw ♦a-�Il�.....��.�. �.-ef ► .. �.�vl .. - - Witness my hand and official seal. My oor nnisaicn expires: & -a 1- ao 1'7--(rik.t1A7Pz1aW.Notary Pudic, PROJECT NAME: JSD PROJECT NUMBER: DATE: SHEET: CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 au 24aU5 MM DAYS IN ADVANCE 1EFOWYOU DIG, GRADE OR rxuvATE FOR7FE MARRING OF UNDERGROUND MEMBER UnLmES. CHOICE CENTER 2566 10/04/2011 1 OF 6 Landscape Architecture, Engineering, 6 Planning 153 West Mountain Ave. Fort Collins, CO W524 970 494 1921 fox: 970 484 2443 C-171 2625 'y CONCRETE FI WALK L .. EHHH ITOW x 8 CA X % kTIVE PRAIRIE 4 MV < SEED MIX LANDLOK 450 TRIM SEE SHEET 12, y < AND 13 FOR DETAILS [Jd 1 0 1 CONCRETE T, I'l WALK 1. 111« 1. .-00 (8) AP ...... (3) CE --- uJ w Jul z w z 2 (3) VL RA.......... A .... CA.... 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(1) QB (25) PA COBBLE (TYP) 6" CONCRETE CURB LANDSCAPE SEAT WALL CONCRETE (11 (5 0 " (4) (5 (5) _5 (2 (6 (2 (19) e 0 to Cl) Cl) zJU m: C-) do 10 5 0 10 SCALE 1 10' 20 Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Col lins,0080524 970 484 1921 Fax 970 484 2443 CALL UTILITY NOTIFICATION CENTER OF OD-OFADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINEBSDAYS IN ADVANCE B07FEYOU DIG, GRADEOPEXCAVATE FORTHEMAWNG OFUNDEUIDUND MEMBER UTILIMEE 8 to C 8 LE 2 Z < Fm U L8 _off OZ. 0 g �- oC (D E a- 0 0 Prepared by or under the direct supervision of, For and on behalf of Jrn sell Design Drawn W BW Checked is Date 10/04/2011 Revision JSD Project # 2566 sHEEr 4 OF 15 1 C-171 Z6Zb \ \ \ ? \ \ \ \ \ \ \ \ \ \ \ C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �l• \ \ \ \ \ \ GEOWEB 350 TRIM SEE SHEET \ �\ `. ✓\ `/ ` ` i \ \ `J\ �l \�J '� NATIVE PRAIRIE \12AND13FOR DETAILS \\ \ \ SEED MIX \\ \ �\n\I� 0\� LANDLOK 450 TRM SEE SHEET 12, \ �\ �\ \ iX % \ X� \�J AND 13 FOR DETAILS \ \ ^ \ \ CONCRETE 6 CA , l y \ \ �C\` y \'' \ yC \\ / \' \\ WALK 4 CA \ NATIVE PRAIRIE \ \ \ \ <\ ::::..: _ 5 MV \ \ \ \ \ \ \ \ \ \ \ \ \ n SEED MIX \ % W ' r� ?� f� � " F \ \\ \ \ \ AB i y � a°a Pv •4. -__ \xr\ (6) PA CONCRETE C, I„ \ � \ � A 5 2 RG2 :�'�'sw�a�:�,�'�;��:;�:,.. 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MM I MG LMZ I..L JJ CA Z 8 O Z z QO LLJ 0 OZo o C 8 m T 0 _O O O O C O a Prepared by or underthedirect supervision of sHEEr 5 OF 15 C-l7l 2625 \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \\ \\ \:r' \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \ \ \ \' \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \�'\\\\\ �\\\ rJ, \\ \ \\ \\ \\ \ \��\\ Q\ Q\ J\ �\ \ \b \ \ \Q\Q\Q b \ cQOQI Q`Q\QQQQQQQQQ Q QQQQQQ'QQ:QQQQ NATIVE PRAIRIE \ \ \ \ \ \ \ \ \ \ \ ' GEOWEB 350 TRM SEE SHEET \ \ rrI \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y'1\ N`0 \C\ \[ \� \0 \ 0 \ 0, 0 N.\ SEED MIX v a �� (�J J 12 AND 13 FOR DETAILS �V O� y � �� NATIVE PRAIRIE �� \\ \\ \\ \\\\'. \ \\!� \ \\\n\\ \\ \\ \\(�\\.\ \.\\ \'�. �\ \\ \\ \\ \ \\ \ \\ \\ 'N SEED \\ \\�\\'�\\ \ �\ \ 5QC ON, Q\\ �\� Q\�\��\��\ \�N,<� \� § CONCRETE CONCRETE ONCRET E\ \ _ WALK WALK�i /C ..d..:.................................... .................... 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COBBLE (TYP) ! r ;..: >. a :..a... 1 CO2 r: nn / 1 JJLG CONCRETE VN 13 VN 3 o 114 CA \ WALKAI i ! 6 CA ;..i..i..• 15 CA o c MATCHLINE SHEET 6 — — — — t MATCHLINE SHEET 6 ! ! `ZA MATCHLINE SHEET 10 MATCHLINE SHEET 9 ry\ + � r t a i / \ \\ :�,.. . a ..,.......... 1114,1 x ,{ � vy "'b t a ........._.._......... _ '� r ..T`\\Y ,{¢,�t,,,��'`:•4 � �Q '?„��.-y' ,_...-. �MX..:, ' y".,�.: \: ;`.+�'\\`,\,, y \\x i.. ...a a'y. e. 4 ' \ \?( \ i� �"\., ,+a Y' ` SHEET 3 1 SHEET 9 m Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 Fax 970 484 2443 n i F� L CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE B975 £YOU DIG, GRADEORFXCAVATE F-ORTHEMARCING OFUNDB-YIFOUND MEMBER UTILITIES 8 cif C: V L.L Prepared by or underthe direct supervision of. For and on behalf of Jm Sell Design Drawn By BW Checked Bar JS Date 10/04/2011 Revision 1Si) Project # 25ss 10 5 0 10 20 SCALE 1 • = 10' slEEr 6 of 15 C-171 Z6Z` MATCHUNE SHEET 3 MATCHUNE SHEET 7 ................... .................. ------------ ...... ...... ...... ...... .... ... - — ----- — __--- CHOICE C 7 T 0 z 7 7 7 7 0 0 In (8) PM 22) CS2 117) AC (1) QC i" I W N I I INQ RETAINING WALL > SEE CIVIL SHEETS 0 .. . ... m Cn ............. ASPHALT PARKING LOT PARKING LOT LIGHT (TYP) I � MIA CONCRETE ........ ... WALK tl'........ z QC (1) QC — ------------ - - .. ... wa (75) AA2 ....... . . .... . ........ . LANDSCAPE LANDSCAPE STONE PM COLUMN (TYP) LL ( P) WALL (TYP) 19 CS2 ------ — ---- CONCRETE .. .. ................ "' ... ..... WALK L 4 tl moo. 101:*2B 0040110. 10 5 0 10 20 mm"'M SCALE 1' = 10' Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 00 80524 970 484 1921 Fax 970 484 2443 PSI I z CALL UTILITY NOTIFICATION CENTER OF ODLOR41DO 1-800-922-1987 or 8-1-1 CALL 2-EKJSINEBS DAYS IN ADVANCE B07FEYOU DIG, GPADEORD(CAVATE FORTHEIVAI'KING OFUNDB�G�D MEMBERUTILIMES 8 C6 C L2 Prepared by or under the direct supervision of For and on behalf of Jim Sell Design Drawn W BW Checked Is Date 10/04/2011 Revision JSD Project # 2566 SHEET 7 OF 15 C` 171 2625 I t 0 w m 1 2 A : L L- BENCH (TYP) SPECIALTY PAVING BIKE RACK (TYP) BUILDING 2 5 LEVELS RESIDENTIAL '11 l�,F] �ITI �rLl 1� 1 FLI 1� 1 r'J I g rJJ1 !ILI F 17 PL L L L "JwJw %P -14914W aug 'AQ1w 'w'LojeffiWOMMIEW3 'jqP L I 1 0• Oil TRASH ENCLOSURE (TYP) (3) CA (2) CA (5) CA my p7me L 52 SD ... ..... ... GS (1) QC 7 . ... . ..... >< SC >< 36 SC (6) 'ICLOSUREI L ------- - ----- COBBLE (TYP) 6 CA . ....... ------ --- -6 PM >< C( - - - ----- - ------------ LEVELS CD:mocry3 TIRE CENTER RESIDENTIAL TREE WELL I PARCEL NOT IN SCOPE OF WITH GRATE (TYP) 1 LEVEL RETAIL 0rn I WORK oil G LOT — ------------------ (6) CA ......... (6) PM -`J ....... ...... Y (13) CS2 1 CC . . . . . . . . . . 7 --T L............. �..-J -0 BIKE RACK (TYP) —(5)HH (2) SHEET 3 S (30) SW (1) VL + ( 40) SW NDSCAPE STONE + + LL COLUMN (TYP) 19) VR ++ ++ (43) SW + + + + + (7) VR ++ %%+ + . . . . . . . . . . . . . . . ---- -- - -- CONCRETE . ... . ............. - - ---- ---------- — - - ----------- ... ............ WALK------ Ac� TURF HEFT 52IJ SHEET 9 SHEET 10 Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 Fax 970 484 2443 I z 0 CALL UTILITY NOTIFICATION CENTER OF COLOPAIDO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESSDAYS INADVANCE B117FIEYOU DIG, GPADEORD(CAVATE FOR THE MAWING DFUNDEFORDUND MEMBER UTILITIES 8 8 L2 Prepared by or under the direct supervision of: For and on behalf of Jm SL41 Design Drawn By ew Checked By Is Date 10/04/2011 Revision JSD Project # 2566 10 5 0 10 20 ........ SCALE 1 10' SHEET 8 OF 15 non C-171 Z62� ASPHALT STREET MATCHILINE SHEET 5 MATCHLINE SHEET MATCHLINE SHEET 9 MATCHUNE SHEET 9 .......... ...... ........ - - - - -- ----------- ... .. ......... ........... 21 .............. - --- ------ z... 15 CHOICE CENTER DRIVE SPACES ............ ........ ......... ..... ... ....... . ........ --------- -- ...................... .................. ---- ....................................................... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .............. . .............. ........... .. n .................... .......... .. ................................... .............................. — - ---------- -- -------- — ---- -- ---------- . ......................... LLJ LLJ Lu LL1 0) a) W LLJ z Lu z LLJ z C-) . ............. ............ ............ -- — - - - ------- ....................... ......... -- -------- .............. . ...................... ...... .... ........... -47n, . ..... .... NCRETE �, . . .... A WALKn J I I LIM 1 1 lz��7 .... .. .. I FM FFF m I FiTinT BIKE RACK (TYP) liL I LLL I iLJ 1 11 —ii —I— -LL1 TREE WELL WITHGRATE (TYP) — — — — — — — — — — — — — — — . . . . . . . . .. . . . . . . . . . . . . . . I i 'I 4 GK "' 1 (9)SS 9 11 o��)4pycc it EXISTING RETAIL Ilk BUILDING 2 LEVELS 71 V 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F1 1 FG F1 F1 F1 11 F1 El A I\ r STONE COLUMN (TYP) LANDSCAPE MD WALL (TYP) QctCutln (1)GS 31 Q-R VIP RIC, (2) RG (3) JQ t 3 CS Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 Fax 970 484 2443 LL CALL UTILITY NOTIFICATION CENTER OF COLORi 1-800-922-1987 or 8-1-1 CALL 2-BJSINESS DAYS IN ADVANCE 137�FEYOIJ DIG, GRADEORE)CAVATE FOR THE MAWING DFUNDIEZIGMUND MEMBER UTILITIES 8 lv� C: (3 L? TURF Checked By Is Date 1010,V2011 I)PP (6) Pm (1) GS 1 PP 1 PIP GS 3)RG CONCRETE 3 RO (1) WALK (2) CS3 Revision (1) 13S ............. - ..... . JSD Project # 2566 . . ....... . . ........ TURF TURF, 10 5 0 10 20 tl ........... ....... SCALE 1 10' ...... . H RgMr7 . . ....... z sHEEr OF 15 0 � I 11 2625 0) ID MATCHLINE SHEET 10 "o 'a`a�eao'1�: I— E aS .__............... .._..... ............... ... _..... ...... ...._. ............ .. .. ._..,.._....... ....... ... - .. ........... PACES 1 6S c .._,,...,...._,._ x , ... i,' ..... ..f E F r \ : i 3 4 It i .. I � a` rtirv' a,f LIL —--------------�---- �`---------� �r�L�-------- 1 I / TRASH ENCLOSURE (TYP) J COLLEGE AVE MEDIAN PLANTING E I I • • I I 28 SC I I I II EXISTING RETAIL t BUILDING �\ + 1 LEVEL ; • II i I , II ] 1 I II I II EUMl ---------------------------------------------------------------------------------<:::::I -------------------- ,.... ' I II \ w w I BIKE RACK (TYP) I I I \ ; CONCRETE 88 W .%'� ' 12 M2 2 I,,,. • �e • i 3 PM ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —) — — — — — \ 39 SPACES \ \ ASPHALT PARKING LOT \ \ , — — — — — — — — — — — — — — — — — — — — — — — — — — STONE — — — — — i 113 COLUMN (TYP) \ A AA2 s\ ° 1 C33 8 PM LANDSCAPE 3 PN °°° ° 19 PP 3 � WALL (TYP) 3 CS 3 CS GS z a 2 �'� 21 CA 3 JG ° .' 4 "-�. � 118 TD 5 RG V:�3�RG 4 RG , n 3JG 3JG 3JG ... x13 Ib PN ' a \�'� il�j �\ Ile ��.�\\I Ili/ \�I I/i/ . , ��\\III//�� \�\\I _'•' o _ CONCRETE —� WALK PARKING LOT . LIGHT (TYP) : V .. ♦. u : V' W a W :. V b' a. Y, u a V Y' b \. V' u u .. � B ' ..,.,.. - , \ , •„ , Y I I I � '� �i � 1 CS3 � - u b .,, i V V` .. <. a, i W W V .. a b , u . v . Y V' V' :• V . . ., i. V " v v ., r V V a o .+ i • a' " ♦v " .. 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KEY MAP 10 5 0 10 20 00009 SCALE 1• = 10' mre, r Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Colllns,0080524 970 484 1921 Fax 970 484 2443 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE 8975kYOU DIG, GRADEOREKCAVATE FORTHE MAFKING OF UND833FOJND MEMB6i UTILITIES 8 r� CQ V tQ �z 0 J — O Oz O Q C9 0) ♦✓ Q _O C O Prepared by or under the direct supervision of: For and on behalf of Jrn Sell Design Drawn By BW Checked By JS Date 10/04l2011 Revision .1SD Project # 2566 SHEET 10 of 15 J C-111 ?§Z5 EXISTING TREE SCHEDULE MITIGATION KEY SIZE TYPE CONDITION ACTION OIIIAh iTY UPSIZE TO 3 .......... 36" .ELM .... _. .... POOR :REMOVE NONE 4 29......" POOR NONE .... 'CRABAPPLE................FAIR.................:REMOVE............................3............... CRABAPPLE .REMOVE X CAL............ ;APPLE FAIR— ER MOVE 2 3" CAL 7 30" �24" :ELM POOR :REMOVE NONE : 8 ;ELM_ POOR :REMOVE NONE 9 33" ELM POOR :REMOVE NONE 10 J.27" ELM POOR :REMOVE NONE 11 41" ELM POOR :REMOVE NONE ......................................................................................................:............................................................................................ 12 30" ELM POOR REMOVE NONE 13 34" ELM POOR :REMOVE NONE 14 21" I ELM _ POOR :REMOVE NONE 1515" ELM POOR :REMOVE NONE 16 .48 ELM POOR :REMOVE NONE 17 33 3ELM POOR :REMOVE NONE 1.... -0ELM POOR 19 f25 28 ;ELM ..............:REMOVE.....................NONE........... POOR :REMOVE NONE ............................ 20 24" :ELM POOR :REMOVE NONE 21 34" :ELM POOR :REMOVE NONE 22 27" :ELM POOR :REMOVE NONE 23 21" :ELM POOR :REMOVE NONE 24 24" 'ELM POOR (REMOVE NONE 25 45" ELM POOR :REMOVE NONE 26 14" ICRABAPPLE FAIR 'REMOVE 3 X CAL 27 22" JELM POOR :REMOVE NONE 28 16" JELM POOR ;REMOVE NONE 29 24" JEUM POOR !REMOVE NONE 30 43' IWILLOW POOR !REMOVE NONE 31 26' WILLOW POOR REMOVE NONE 32 :32' >WILLOW POOR !REMOVE NONE 33 :30" :WILLOW POOR :REMOVE NONE 34 24 ELM POOR !REMOVE NONE 35 26 ELM POOR ;REMOVE NONE 36 9' .SPRUCE FAIR :REMOVE 3 3" CAL 37 12" :CRABAPPLE FAIR :REMOVE 3 3" CAL 38 27" :ELM POOR :REMOVE NONE 39 26" :ELM POOR !REM OVE NO NE 40 26" ':ELM POOR :REMOVE NONE 41 32" jELM POOR !REMOVE NONE ! 42 11" SPRUCE FAIR :REMOVE 2 3" CAL 43 30" ELM POOR :REMOVE NONE 44 19" ELM POOR :REMOVE NONE 45........i30...... ELM POOR :REMOVE NONE 46 41" ................................... ELM ........ POOR f................................................................................................ :REMOVE NONE 47 3" CRABAPPLE FAIR :REMOVE 3 3" CAL 48 ;31" ELM — POOR _ —� 'REMOVE NONE — 49 14" (CRABAPPLE FAIR :REMOVE 3 3" CAL 50 20" :ELM POOR :REMOVE NONE 51 24:' :ELM POOR ;REMOVE NONE 52 26 ELM..............................................POOR.............,.REMOVE........ NONE....... 54 ..:............................................. 33" :ELM .................... ... POOR ..... :.................................................................................................. ;REMOVE NONE ................... 55 ......................................................................................................................... 26 ELM POOR REMOVE ................................... NONE ............................ 56 26 ELM POOR !REMOVE NONE 57 26' ELM POOR :REMOVE NONE 58 26' :ELM POOR :REMOVE NONE _ .... f------ ---------J._................... 33. ......................................... iELM ..............-.. POOP............_ 4 REMOVE NONE I..._59........ 80 30 „ ................................... 1.................. ELM POOR ............................ :REMOVE NONE ... . ..... �........... ....... ...... . . . . . . ...... .......... ................f................................. .................................... ............................. 61 32" ELM POOR :REMOVE NONE mm62 36" ELM POOR :REMOVE _ m NONE 63 9" CRABAPPLE FAIR :REMOVE 3 X CAL 64 6' BOXELDER POOR REMOVE NONE 65 18' ELM _ POOR :REMOVE NONE 66 12" ELM POOR :REMOVE _ : NONE ....................................................................................................... 67 9" COTTONWOOD FAIR ................................................................................................. :REMOVE 2 3" CAL 18' :REMOVE68 NONE 69 26" —POOR JELM POOR :REMOVE NONE 70 :31 JELM_ POOR :REMOVE NONE 71 36" JELM POOR :REMOVE NONE 72 29" ELM ---------------- POOR :REMOVE NONE 73 11" ELM POOR :REMOVE NONE 74 ................................ :6 .................... ELM .............................:.......................................................... POOR :REMOVE .......... NONE ............................ 75 9" ELM POOR :REMOVE NONE 76 12" ELM POOR ;REMOVE NONE 77 7" .ELM POOR :REMOVE NONE 78 7" ELM POOR :REMOVE NONE 79 7" ELM POOR :REMOVE NONE 80 6" ELM POOR :REMOVE NONE 81 8" :ELM POOR :REMOVE NONE 82 8" :ELM POOR REMOVE NONE 83 36" :ELM POOR :REMOVE NONE 84 7" GREEN ASH FAIR :REMOVE 2 3" CAL 85 42" :ELM POOR :REMOVE NONE 86 29" :ELM POOR :REMOVE NONE 87 32" :ELM POOR ':REMOVE NONE 88 34" !ELM POOR ;REMOVE NONE 89 41" !ELM POOR :REMOVE NONE 90 17" 'ELM POOR :REMOVE NONE : 91 34" !ELM POOR :REMOVE NONE 92 28" ELM POOR :REMOVE NONE 93 29" ELM POOR :REMOVE NONE i 94 27" ELM POOR :REMOVE NONE 95 36" ELM POOR ;REMOVE NONE 96 11" ELM POOR :REMOVE NONE 97 36" ELM POOR !REMOVE NONE 98 19" ELM POOR :REMOVE NONE 99 15" ELM POOR :REMOVE NONE 100 9" ELM POOR :REMOVE NONE TREE MITIGATION PLAN 9 124 ` 101 10" -- HONEYLOCUST GOOD OD S-- SAVE _ 102 4 ;HONEYLOCUST GOOD SAVE SAVE NONE 103 4 HONEYLOCUST GOOD NONE 104 4 :HONEYL000ST GOOD SAVE NONE 105 6" :HONEYL000ST GOOD SAVE NONE 1 06 16" :GREEN ASH GOOD SAVE _ NONE ................1 ...:.........REEN.ASH........ ? GOOD........ SAVE ............ NONE ... ......107 ibW 108 6" ..................5.................................I....................... ................................... ELM POOR REMOVE ......................................................... NONE 109 12" HONEYLOCUST _ FAIR SAVE ---......... NONE .................... 110 10" :PINYON PINE GOOD (REMOVE 3 3" CAL 111 :HONEYL000ST FAIR :SAVE NONE 112 :HONEYL000ST FAIR :SAVE NONE 113 :BLACK WALNUT (GOOD 'REMOVE - : — __.-..__.. 5 3" CAL_ 114 ........ 3 3" CAL :SILVER MAPLE `FAIR REMOVE I 115 ':SILVER MAPLE '•FAIR 'REMOVE 2 3" CAL : 116 :SILVER MAPLE ;FAIR :REMOVE 3 3" CAL : 117 S ILVER MAPLE :FAIR —... :REMOVE 3 3" CAL 118 :PONDEROSA PINE:FAI :........-- 119 12.5":ASH ----- ----------- 'FAIR --- ----- :REMOVE - 1 3" CAL 120 16.5':AUSTRIAN PINE GOOD REMOVE 3 3" CAL 121 21" :BRADFORD PEAR GOOD REMOVE 2 3" CAL 122 6 PINYON PINE GOOD •TRANSPLANT NONE 123 3@5' COTTONWOOD GOOD REMOVE 2 3 CAL 124 2 ' 9 SILVER MAPLE GOOD REMOVE 3 3 CAL 12 4 WHITE PINE GOOD PROTECT NONE ..........5.................<.......................................................................................................................................................................... 126 5" :ELM POOR REMOVE NONE UPSIZE TOTAL TO SIZES INDICATED: 61 TO LOCATION IN CREEKSIDE PARK DESIGNATED BY CITY FORESTER TREE PROTECTION SPECIFICATIONS: (A) 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. (B) ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. (C) PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (1/2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. (D) DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND 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. (E) NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. (F) LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS -OF -WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET A PART AND TYING RIBBON OR ROPE FROM STAKE -TO -STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. (G) THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART. m. ��� + # V T2 ], z ` � +65 {e +s] +88 3] \ R I° + I. + 26s] 2 I ._.._i....... .......... ........_..... ____................ ............._ .......... .........,.,.. ......,_._..... ..... 1 n a i Z Landscape Architecture, Engineering, & Planning 153 West Mountain Ave Fort Coll ns,CO80524 970 484 1921 Fax 970 484 2443 57 12 12'L / T' 10+ +' 11 + 13 14 S .. +„ J— +17 / a s+ T"r M CALL UTILITYNOTIFlCATION + \ I CENTER OFCOLORADO 1-800-922-1987 or 8-1-1 421 _... CALL 2-BUSINESS DAYS IN ADVANCE FORTH UND E -+-- 76FEE OUP GR4DEO�R�IX�GVATE II �} \� a �--------�--------.--yF^' Y1L—j�L—r �iil�W�13r—i�---a' J 107 Ji I 8 pN PROTECT I O _.. I ' EXISTING pp TREES I ------------------- — — — — — — — — — — — — — — — --- p J V �r 1 I r — �— PROTECT r— PROTECT EXISTING PROTECT �\ EXISTING 7 EXISTING / / 7 Z _......... .......... ._... .......... _..� ..€ � TREE �! � � TREES � N 1 — — _ — — 1a ,w 10'1 — m... „z m _ _ m ..... r, \. — _ _ 1 WO ....... - - — -- ..... 20 ------ _,..........- .. C m.., 12" W `17 W — 12' W 1Z' W 12• W 12• W 12" W 12" W 12" W 12" W 17• W 1T W s3=, : 12 W � 12' W 12' W 1"�' W '-"""'12""W"•�—�-- ���� f:• W'���:: i O i Q a J Q` V C Q) E 1L _O CD 0) C O Prepared by or under the direct supervision of: NOTES: 1. FENCING TO CONSIST OF 5' HEIGHT ORANGE PLASTIC CONSTRUCTION FENCING TIED TO POST WITH METAL WIRE. FENCING SHALL REMAIN UNTIL CONSTRUCTION IS COMPLELTELY FINISHED. 2. SEE PLANT PROTECTION NOTES THIS SHEET. 6' T-POST WITH 4 STAKES PER TREE DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO CONSTRUCTION TREE PROTECTION I CONSTRUCTION BARRIER FENCING 50 25 0 50 100 SCALE 1" = 50' For and on behalf of Jlm Sell Design Drawn Bar BIN Checked .1S Date 10/04/2011 P✓VISIOn .1SD Project # 2566 sHE r 11 of 151 C-171 2625 LA N 140 m I X ca v m V iJ NOTE For Gv,ry, pelepeclne nw. col a1Ni all Anchors Tnnehne 21) PIaa3 Nis B m (A EtI I PaPenClwlYb Flew ProtlTI I TYpI Perron. Tpn rYnb,ce n Mi o s error, yo� HATCH LEGEND 0 0 NAG C350 GEOWEB NATIVE PRAIRIE MIX EXISTING TRM Turf Reinforcement Mel F IYIw 3W mmll fll Sou mm (2 M1I Conceded fluoirl _ M ln Twminel ArMaTnllU ME, Arch, Pallwn O e • / / // / O O ITYpI // Ky Timor • O • IT11 • Key Trench O O • / • O O mmi Axna niNn PERSPECTIVE PERMANENT TUR F REINFORC EMENT MAT IN V-DITCH OR SWALE NOTE For clAi parepedne ww Eca not ahw ell ncAm innhru bred Pace ern enlz6 zm 1P•,peneculai FC olr.anl TYP1 learn Tun fewhom 1 W Owed 1-1 ,rryvl 'M i2 fll \ Arcnw Mm 'IL�'J INITIAL ANCHOR TRENCH (DOMSTREAMI DETAIL Tun Pemromement Mei odd mm (1111 On Flow GampetleE BxkM1ll •• 1 i B-mm E" Anchor Mm ea6 Fim o m Til roar Anna Trench --\ 1 Mm TERMINAL ANCHOR THEChj Anchor Peewn Is w • / / / / • (Trill • j /L_ • Key T. • O / // / • • ITyp) ate// • • ley Ker Trcrce mem Imes AncnorTerNn � PERSPECTIVE PERMANENT TURF REINFORCEMENT MAT IN TRAPEZOIDAL CHANNEL OR SWALE PROPEX GEOSYNTHETICS Me■ ••r an• Tun nenforcmmn, Mat Flow Ed, Eey OrontlyinA ✓/ Fag l W 100yrn mMmiTryl TURF REINFORCEMENT MAT OVERLAP JOINT LoULORgpO AND SOUTHERN R_o w Perri Tun RBinbrCBmam Me, Pnchor lTypl I � fier mm If I III I �• I I I III' ITyPI 9W mm 13 N ITyPI ANCHOR PATTERN CarindM BxM,ll H,nae norm 6M mm 12„I �•� Tun Fembremeni MM— — KEY TRENCH AT TOP OF SLOPE DETAIL 11 P11 IMn i TURF REINFORCEMENT MAT IN CHANNEL OR SWALE °^ NO SCALE LANDLOK 450 TRM NATIVE PRAIRIE SEED MIX NATIVE PRAIRIE MD( SEED % OF APPLICATION RATE LITTLE BLUE STEM 34. ......B........................................................................................................................- DRILLED - 20LBSIPLS/ACRE BLUE STEM ................................................................_33'k............. BROADCAST - 40LBS/PLS/ACRE BLUE GRAMMA 33'k •' REINFORCEMENT BOTTOM`. HANNEL AND ALONG REFER TO SHEETS 12 AND 13 FOR DETAILS. EX TRM (TYP) i�►�i�i�����i�i�i`i�i�� l -------------- J J i i J J iYiYSC1JiiC 9 f C J 3 i J J Jt1 3 S 1 i S i fVC O 3'i • Y C O i C N e i} < Y` a i^ ^` i`M f< Y t N N'i i �• } Yi•J N a • 1 11 •• Y o'o i J o oYsisitiei•3•s • c c 1 1 i SYs•sNi s T RASH i e. ,t f! t Y (� . i N e i e N �• . f♦ Y N N. O N '3 i Y� P Y MI :1 '• 'O.'Y "N!e i J J i i, 1 i 3 J fJ _ a i V '1 i S 1i1Ji i <J i�t C PA i o Y t i • Y t 6 Y Nei i 4 COY w Y • C Y 'i ij ai• afa _ luau l:iJ } 1 ,!J iN. < s e <, Jet s e< i Rio • e o e s J 1< i s el N N 1 e Y Ifll ENCLOSURE I I ' I I Ell 1 l s 40 20 0 40 80 TIMM SCALE 1" = 40' camP.aed Pnwrlu T„n Feinromanem Mm Tull Relnfarcemern Met Pgrnbrcemn, MI Flax MmA. Pahl 6W mm,311 Mm I^! AG Mn Flow "" Compadw, B�:kM1ll —Turf - Compaclef Ba.Mlll Flow JW M�1, 11, �� Cw.,eE EEAv Twl Mmbmmml Mtl O�IVgr9 / O n Anchor 303 Find 11 B XI (On I G ■600 Anchor , mm R 1I Ancem Mm BN mm 12 E whch. ,r mm141n Min I?ypl Min KEY TRENCH AT TOP OF SLOPE DETAIL DETAIL TERMINAL ANCHOR TRENCH TURF REINFORCEMENT MAT (UPS I FEW CIE 7117--INITIAL AN R TR NCH OVERLAP JOINT Permene. Tun Peinbrcemem Me, Anchor(TYPI I � � 483 —�mm 115fl) l K 900 mm 131,) (Typl ANCHOR PATTERN nn.an Peridediern mem Me • • • • A ho r DM Pon Overn Jan, TV0 Channel ii Bohan T _ upper Enlmmchmem IWyTrench0 Top of 31cg5noxnl Channel Bean FJl-nh 38mm115 mlia 12] mm i6 col Pxh • • • ISOMETRIC PERMCHANNEL TURF REINFORCEMENT MAT FORR CHANNEL BANK PROTECTION 5 m (5 leeava or Scour Eii o�zni �PBm� Ind nl ECTION Key Trench at TaP o151¢e Shawn Pwi-ran, Tun — Femformmei Mel QV o CeraCveeap ea.ITyr,Fri \ 4, Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, DO80524 970 4B4 1921 Fax 970 484 2443 CALL UTILITY NOTIFICATION CENTEROFOOLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BARE YOU DIG, GRADEOREXCAVATE FOR THE MAR<ING 0FUNDB930UND MEMBERUTILITIES 8 Ui 8 IP z J L / O -�0 O OzdO a L 8 W CL. O ^) W I� O f7S Prepared by or underthedlrect supervision of: imTTmn r:hannel Bollom M CMnnel \ Bo„om 09m13„ Tud Penlorumerr, Mai End 1.1br and Inbll Fqy m i6„, For and on behalf of Jm Sell Design LJ 1Bssea an Swur DNlhl ISOMETRIC Drawn By BW SECTION PERMANENT TURF REINFORCEMENT MATWITH RIPRAP CHANNEL BANK PROTECTK)N Checked By is Date 10/04/2011 TURF REINFORCEMENT MAT ON CHANNEL BANKS NO SCALE LANDLOK 450 TRM RBVISIOrI JSD Project # 2566 sHE r 1 2 of 15 c�1r1 2625 UM N �D N ti r 1 v CLOW DETAILS TOP OF STRAW MATTING TO MATCH FINAL GRADE PER GRADING PLAN GEOWEB GW3OV6 — SEE DETAIL THIS SHEET INSTALL GEOMAT PER MANUFACTURER RECOMMENDATIONS 2' EXISTING EROSION CONTROL MATERIAL PROPOSED PIN TYP. EXISTING EROSION CONTROL MATERIAL LAY 1.5' OF EXISTING EROSION CONTROL MATERIAL UNDER GEOMAT STRAW MATTING SEED MIX NAG C350 OVER GEOWEB SEE SEEDING DETAIL THIS SHEET SECTION A -A OPTION 2 N.T.S NOTE: 1. INSTALL GEOWEB FROM EXISTING T.R.M. ON R.R. R.O.W.. eL B MAT SEED AG—C350 3EOWES GVVWW COMPACTED SOIL Concrete is poured on top of Landlok 450 Concrete to be vibrated Seem to be Grouted and Trowled Flush along width of Structure Concrete Structure a • a r 4 2 ft Min. �1 DETAIL LANDLOK 450 CONNECTION TO CONCRETE STRUCTURE (TYPE 3) PR=�O PEX Notes: 1. Refer to sheets 2 and 3 for details. 2. Rater to the design report for additional information. 3. Crest detail should be denreloped booed on the field aondlllorle 10 minimize died 090M M of the Geoweb edge to oonosMnated flow. Geoweb should be installed in as dose a contact with the vinyl shsetpiie as is possible in the field. 4. The Geowelb required is GW30V6. The stake required is Atra stake with Atra dip, 30" long, ^ dia. at 4x4 call spacing. For the last cell sit the top of the Portal, Atra stake is tD be installed in every Geoweb cell. 3. The TRM required is North American Groan C350 or equal. B. The infill required is nutrient -rich topsoil. 7. ALL TRM IS TO BE IRRIGATED FOR THE FIRST GROWING SEASON AFTER INSTALLATION NAG C350 or GRMO Presto 3W Long 2" Dia. Atra Stake 3 11�� _.aowl r Scale = NTS See Note 3 W Long. ' Dle. Atre Stake in Every Geoweb Call Horizontally J � N e rz O C W V 3 � c ca �U o a IVA (D h J Refer to Sheet 3 far Side and End Conilwation � A Details H A B B C Refer to Product Catalog for Roll Lengths .3 .r c Plan View of a Single Panel 0 C �� Nutrient Rich 'E ,0 Presto 30' Long," Topsoil as Infiil _ (� C350 Din. Atra Stake with HAOSTRM Atra Clip at 4x4 Cell ! !' tL MOM— 1 I z z Native Soil 18.4• Cross-section AA Cross-section BB E9 Scale = NTS 'S G N N > colz SnP 1 — POSn10N STAKE NOR TO 'UP —SLOPE' CELL WALL STEP 2 — DRIVE STAKE WW GROUND UMM n1 M WITH THE TOP OF THE CELL WAU.S Stake Anchor Installation wtth No Tendons � GE13010 100000 AM seam IMMIX UNO WaMAMM ArrROYi A. 'M410� EBB♦f or Abodaw ALL MY I�RC K M8 NAM M 71FJRa. i asc o All KR" OFNMe awes 100ONS WIN" K WOVA Pm AS MOM ■ rpIK A WILM on alaal Mehl K A0111 Waal 2911Jrl 4.1141 eOlaK sae Kama seem inK SOW" BE N = AS MORN N MOW Is 7K IORMAGSK 00991-UND W AMINO Ex1K111L Rtis !MILL. a " M AAD WWAM Air Re CELL Yawl 60NOW Fee. aaL OOOOIION KM. - arlBatAO N aalaatORM am - A W" Side and End Ccm III wcbn Detail STAKE AND CREST ANCHORAGE C •L �U cfl 'S Ev ILD z a �o 7 W •= a° ve N g, Landscape Architecture, Engineering, & Planning 153 West Mountain Avg. Fort Collins, CO W,24 970 4a4 1921 Fax 970 41M2"3 0 a Q O z CALL UrLffYNOTi ICATnON CtIlMOF000W DO 1-800-922-1987 or 8-1-1 CALL 24USINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MANONG OF UNDFRGIl0U1D MEMBER UMRIES. �c Z W J J z < Wow uQ� u � C C)p o 60 allies 0zu J o !. V .. E O > c O N a M V Prepared by or under the darect supeMsion of For and on beheN or Am Sell Design Drawn By BW Checked By is Date 10/04/2011 Revision JSD Project N 2566 C-171 2625 SHEET 13 OF 15 EXISTING ZONING: + + + + + , + f - -_ �lDv♦ ++++++ +++,'a'ha♦h++ ♦+++aah++ a♦+ , `. 4'a ' a ' ,+♦ -MPLOYMENT DISTRICT (E) +++1++++,♦♦`+'+'+`++++++++++a+++++`+'+++♦++++++i + ++%+++ + , +++++♦+++++++++s♦ , 4+ ., ...+ COLORADO STATE ++ UNIVERSITY EXISTING COLORADO > n t SPRIG CREEK BUFFER - WIDTH VARIES FOR ALLOWABLE USES WITHIN THEi 1 BUFFER ZONE, REFER TO SECTION 3A.1 OF THE LAND USE CODE i LIE f DRAINAGE AREA EASEMENT WIDTH VARIES � II - A II u7 DRAINAGE EASEMENT C� WIDTH VARIES CAT04ER - EXISTING ZONING: 1 V COMMERCIAL ISTRICT (C) -- I�`� L - - I, I , r AND SOUTHERN R.O.W. 10.00' MASON CORRIDOR R.O.W. EX. UE EXISTING ZONING: 10.00 - i _ I - _� '`� COMMERCIALDISTRICT(C) EX.UE / NOTES: 1 TRASH LOT 1 _ - - _ _ - "Z,CY�)-r'.n'�a.�.�. - r ! n 1 /' _ (��� �� -.�i _ _ 1. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR / ENCLOSURE EXISTING ZONING: 293,745 sf _ - - - _ - _ _ _ r - CAGE N09 09-0795R EFFECTIVE JANUARY 19, 2010. COMMERCIAL DISTRICT (C) 6.743ac `� DE- WIDTH VARIES - - - - - - -------� D CAR CATCHER ABBREVIATION LEGEND ROW RIGHT OF WAY EXISTING ZONING: DE DRAINAGE EASEMENT EMPLOYMENT DISTRICT (E) UE UTILITY EASEMENT PVTA PRIVATE ACCESS EASEMENT AE ACCESS EASEMENT Will WATER LINE EASEMENT PM PUBLIC ACCESS AREA PA PUBLIC ACCESS EASEMENT DA DRAINAGE AREA TCE TEMPORARY CONSTRUCTION EASEMENT (FSC) FOX SHOPPING CENTER SUBDIVISION Ill REPLAT OF A PORTION OF LOT 1 THE SPRING COURT SUBDIVISION LOD LIMITS OF DEVELOPMENT 21 1 EA, AE & UE 1 CONCRETE _U_ WALK -WIDTH -- Li $ L'l� - - 108 SPACES ` VARIES -- / g -- / 52.52 d m1 V I ! J I$ "'l_}�- 4 CRUSHERFs 20.00 UE L; -T - ! EXISTING ZONING: A 1 COMMERCIAL DISTRICT 24.011 RAMP - _LLIJ as 21l > $ - EA, AE 8 UE $ TRANSFORMER T - - - - - 6.00WALK 1 27.W 8 UE y Ir W K > AE Q UE 0 1 � 0 1 1 EXISTING ZONING: I II r COMMERCIAL DISTRICT (C) r r{ TEMPORARY CONSTRUCTION EASEMENT WIDTH VARIES + EXISTING ZONING: PROP.«ROW I $ COMMERCIAL DISTRICT (C) i 1/2 WIDTH VARIES EXISTING ZONING: LOADING / ONE COMMERCIAL DISTRICT (C) I I 1 EXISTING ZONING: y COMMERCIAL DISTRICT (C) I 42.00'+- PARKING CALCULATIONS CITY LOT 1 SOUTH PARKING LOT 103 NORTH PARKING LOT 88 HANDICAP SPACES 14 SUB -TOTAL 185 LOT 1 - BIKE PARKING REQUIRED 19 (MIN REQ'D -10% OF TOTAL AUTO SPACES) PROVIDED 150 LOT 2 ON -STREET 9 SOUTH PARKING LOT 30 HANDICAP SPACES 2 SUB -TOTAL 41 LOT 2 - BIKE PARKING 4 (MIN Fill -10% OF TOTAL AUTO SPACES) PROVIDED 25 LOT 3 WEST PARKING LOT EAST PARKING LOT HANDICAP SPACES 14 LOT COVERAGE 556 B8 - 2. PROPOSED USES WILL BE SUBJECT TO CHAPTER 10 E pa 8 20.00 ) 1 COMMERCIAL ZONING: STRICT (C) REQUIREMENTS CONSISTENT WITH APPROVED $ _ - EA, AE 3 UE 1 CLOMR CONDITIONS. CRUSHER _ _ BAND _ _ 3. BIKE RACKS TO BE PLACED ON BIKE RACKS TO BE BIKE RACKS FINES TRASH I R PLACED ON POROUS PAVERS WITH A r CONCRETE ( I GYP)----52.52 TURF 1 20.00' � ' _ + 17.00 Ij 4. ALL FLOODPLAIN INFORMATION SHOWN ON SHEETS TURF LANDSCAPE BIKE RACKS UE - -{ 3,4 AND 6 OF 6, BOULDERS ® (TYP) 7.11W ' -8 - - - _ (- LANDSCAPE SIDEWALK i 1 LL NOTES FOR FLOODWAY AND FLOODPLAIN RACKS BOULDERSWALK'�� 1. ALL ACTIVITIES IN THE CURRENT EFFECTIVE CONCRETE WIDTH VARIES \ 1 (TYP) (TYP) 52.r I/ { -_-+ - 1 _ I ♦ FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE WALK VAIR ES 1700J I I ® I REQUIREMENTS OF CHAPTER 10 OF THE CITY PAVILLION ECM! MiENCY N� 3p.00 I_ I MUNICIPAL CODE. + UE - I �- I 1 _ - _ - - 2. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE 8 77SPACES I J STING FLOODWAY BEFORE, DURING OR AFTER EXISTING N CONCRETE 12.92 I - ARKING CONSTRUCTION. BIKE RACKS ENTRY PLAZA BUILDING 1 N �� I 3. ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY (TYP) 4 LEVELS RESIDENTIAL" iv oaeal 1 / ' ta' I MUST BE PRE APPROVED THROUGH A FLOODPLAIN 12.W 8.00 L"2 PEDESTRIAN ! $$I _ �roilil $ '�' `� _ - USE PERMIT AND A NO RISE CERTIFICATION. NO SIDEWALK SIDEWALK LIGHT j j .�! $I // m$, g - - - - - - CERTIFICATE OF OCCUPANCY WILL BE ISSUED C � - 1- =1--„ 8.W WITHOUT NO -RISE CERTIFICATIONS AND FEMA 3001Y z4N UE If '• WALK ELEVATIONCERTIFICATES LIE P - - - - - - - ��� RCLES DE 8 UE 5 omm�$ C $ 24.W ATE r 4. LANDSCAPE CHANGES IN THE FLOODPLAIN AND iTRASH t / ]- )- ( FLOODWAY MUST BE PRE APPROVED THROUGH FLOODPLAIN USE PERMIT AND A NO RISE it ,i E - = CHOICE CENTER DRI -_ 11i CERTIFICATION. JE - -� 23.00 �- - ISPACES . _ - r- - -'- - T PWATE DRIVE _ _ - - - G; _ 1�$P� -1 _19 _ FXUE 5. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR j 1 ! * r 11 I 44 Op / / 1--�T `O 24.00 P I CASE NUMBER 09-08-0735R EFFECTIVE JANUARY 29, -lo, -M15.0C -. "-' r'7 ! EA, PA, ;4 ! � �i�l i g i �.�;!� Lam. ( 2010. -192.75 ° _ DE 8 UE FUONQIIAYC-RRfit t `�163PACES $ 10.00 6. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY $ ID( I IN A LOCATION OR OF A QUANTITY OR TYPE THAT IS (4) COMPACT BUILDING 2 $ TREE WELLS UE I LOT a �z�� WLF� �y J EXISTING ZONING: DETERMINED TO LIKELY RESULT UPON MATURITY IN PARKING UE 47 944 of I COMMERCIAL DISTRICT (C) AN INCREASE IN BASE FLOOD ELEVATIONS SPACES WITH 5 LEVELS RESIDENTIAL 5.W 2154' (TYP) W LOT 3 0. 37.03 1.101 ec C n PROHIBITED. NO -RISE CERTIFICATIONS IS REQUIRED W WHEEL STOPS !WALK UE I 48,802 s1 i $ FOR ALL SITE WORK INCLUDING LANDSCAPING 4 BUILDING 3 , ,�,� i �12.94' BUILDING 4 { L WITHIN THE FLOODWAY. W LEVELS RETAIL coI 1 LEVEL RETAIL III 7. THE FLOOD CONTROL CHANNEL MUST BE V _ _ 201.50 $ 8•W - --201.11T I MAINTAINED IN ACCORDANCE VWTH CLOMR CASE o =_ 1 °° �. ----_� rn.---- I I 1 - -.WALK.----- i 78 EXISTING ZONING: ,o --- ----'- -- NUMBER 09-080735R. THE CHANNEL MAY BE MOWED COMMERCIAL DISTRICT (C) y, r n $ 36SEASONALLY, BUT MUST MAINTAIN A MINIMUM n 3 LEVELS I TIRE CENTER % 1 8. ALL AREAS RECEIVING TRIM MUST BE IRRIGATED I RESIDENTIAL I PARCEL NOT IN SCOPE OF WORK ''� _al/�9I . 1 LEVEL RETAIL _ _ r $ - i LIE: 1 !„ �_ _ ACCORDANCE WITH CLOMR CASE NUMBER --� - N ^� $ 20.00 09.08-0735R. THE CHANNEL AND ALL TRM AREAS LOT 2 Z -_ $ EA AE - $ EA. AE d t7E i CONNECT TO EXISTING MUST BE IRRIGATED UNTIL ALL OF THE AREAS ARE 48.783 sf CROSSWALK V - -�+" V A4ESi CONCRETE CURB AND SIDEWALK FULLY ESTABLISHED (SOD IS FORMED) (MIN 1-3 ry 1.120 ac - - - - - i $ l I I I 1 I I $I I I� j CROSSWALK YEARS). SOL oL roil ! $ a ° a ° -I CONNECT TO EXISTING T 9. SEE SHEETS 3,4 AND a FOR MORE DETAILS OF THE EX. PROPERTY LINE ATTACHED CONCRETE SIDEWALK FLOOD CONTROL CHANNEL. n RKWAY�- - Wron1 VARIES LANDSCAPE�R03W f- 113't - - - _-- -- --- 109t -- - -- -- rPARKINGUGIiT� -COLUMN - r - - .= PROP. ROW �R-------- -f= ►�Tf. `T - - t L - - J - L ------ -- - - - - - ._i - - 50 25 0 50 100 --- _---COLLEGE AVENUE - - - --- _►-. --.--.___-- - - - - - - -- -- - - - _i -- - -- -- - -- -- SCALE 1' a 5V EXISTING ZONING: LMN -LOW DENSITY MIXED USE NEIGHBORHOOD ( EXISTING ZONING. LMN - LOW DENSITY MIXED USE NEIGHBORHOOD �� 1 1 1 1 1 1 SQUARE LOT AREA TABLE FEET PERCENT ITEM ACRES SQUARE FEET BUILDING TABLE SQUARE FEET RESIDENTIAL DWELLING UNIT TABLE UNITS BEDS LOT 1 LOT 1 RESIDENTIAL BUILDING 1 1.14 49,788 DRIVEWAYS AND PARKING 1.71 74,571 OPEN SPACE/LANDSCAPEDAREA/WALKS 3.89 189,38E SUB -TOTAL 6.74 293,746 LOT 2 RESIDENTIAURETAIL BUILDING 2 0.44 19,128 DRIVEWAYS AND PARKING 0.35 15,378 OPEN SPACE/LANDSCAPEDAREAfWALKS 0.33 14,277 4 4lk An Talk 38 LOT 3 3 EXISTING RETAIL SUO_DING 55 DRIVEWAYS AND PARKING OPEN SPACE/LANDSCAPED LOT 3 - BIKE PARKING e (MIN READ -10% OF TOTAL AUTO SPACES) PROVIDED 10 LOT 4 WEST PARKING LOT 18 EAST PARKING LOT 37 HANDICAP SPACES 2 SUB -TOTAL 55 LOT 4 - BIKE PARKING 6 (MIN REQ'D -10% OF TOTAL AUTO SPACES 5 0.28 0.50 0.36 12,305 21,830 15,467 LOT 1 17% GROSS AREA 10.403 45%166 BUILDING 1 - FLOOR AREA (4 STORIES) BUILDING 1 - RESIDENTIAL 25% RESIDENTIAL BUILDING 200,120 BUILDING HEIGHT= 4 STORIES 58% DEDICATED ROW 0.302 13,171 TOTAL FLOOR AREA 200,120 1 Bedroom / 1 Bath Units 18 18 100% (STUART STAND COLLEGE AVE) 439,994 2 Bedroom / 2 Bath Units 43 Be TOTAL LOTAREA 293,745 3 Bedroom / 3 Bath Units 31 93 PARCEL ESTIMATM FLOOR AREA RATIO 0.66 4 Bedroom / 4 Bath Units 71 284 39ya Lot 1 8.743 293,745 4 Bedroom / 3 Bath Units _ 3 12 32/° ° Lot 2 1.120 48,783 LOT 2 SUB -TOTAL 188 493 29% Lot 3 1.139 49,802 BUILDING 2 - FLOOR AREA (5 LEVELS - 4 STORIES AT COLLEGE) 100% Lot 4 1.101 47,944 RESIDENTIAL (5 LEVELS) 70,314 DENSITY CALCULATIONS NET NET LOT AREA 10.103 440,074 RETAIL (1 LEVEL - 9,322 24.82 25% 44% 31% LOT 4 EXISTING RETAIL BUILDING 0.28 12,198 25% DRIVEWAYS AND PARKING 0.55 23,801 50°h OPEN SPACE/LANDSCAPED AREA 0.27 11,945 25% SUB -TO i AL 1.10 47,944 100% TOTAL BUILDINGS 2.14 93,419 21% TOTAL DRIVEWAYS AND PARKING 3.11 135,580 31% TOTAL OPEN SPACE/LANDSCAPED AREA 4.85 211,075 48% TOTAL LOT COVERAGE 10.10 440,074 Ili 11i"- 783 LOT 3 EXISTING BUILDING - FLOOR AREA (2 STORIES) RETAIL (2 LEVELS)- 24,610 TnTAI Fi nnR ARFA 24.610 TOTAL LOT 4 BUILDING 4 -FLOOR AREA (1 STORY) RETAIL (1 LEVEL)- 12,198 TOTAL LOT TOTAL VEHICLE SPACES 338"- TOTAL BIKE SPACES PROVIDED 190 MAXIMUM BUILDING HEIGHT' as 4 STORIES 47.944 LOT 2 BUILDING 2 - RESIDENTIAL BUILDING HEIGHT= 5 STORIES 2 Bedroom/ 2 Bath Units 9 18 3 Bedroom / 3 Bath Units 15 45 3 Bedroom / 2 Bath Units 4 12 4 Bedroom / 4 Bath Units 27 108 SUB -TOTAL 55 183 DENSITY CALCULATIONS NET 49.11 NOTE: 4 BEDROOM / 4 BATH UNITS AND 4 BEDROOM / 3 BATH UNITS TO BE OCCUPIED BY FOUR (4) UNRELATED PEOPLE. 'RETAIL BUILDINGS SHALL INCLUDE USES INDICATED AS PERMITTED IN THE COMMERCIAL DISTRICT PORTION OF THE CITY OF FORT COLLINS LAND USE CODE. Landscape Architecture, Engineering, 6 Planinirg 153 West Mountain Ave. Fort Collins, CO W524 970 4841921 Fax 970 464 2443 0 a Q O Z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARRING OF UNDERGROUND MEMBERUTR.IrIES. 0 Ur LLi cro W z W Z J V a W V F- � o O T M V C d 0. O N 0 C O N a no V Prepared by or under the direct supervision of For and on behalf of Jim Sell Design Drawn By Checked By Date 10/04/2011 Revision JSD Project # 2566 SP2 SHEET 2 OF 6 n_ 1 7 4 A L n 0- rr 0A I CO C J nJ No nJ LIMIT OF / DETAILED STUDY / - I � _/ ✓ - _ T _ ONE AE , N . I _ I I ZONE AE BFE 4988 -'� --- / \ � `� I i I I ' � �_ '-'- !'` i J I I' '✓_-__--' ` �_ _ __�.. ',;1 '- _---__,-14_ _ __ Jam- �/ _--989� '-,�----.` �--�- _ - r ZONE AE ` / I \ ' � •�'---- = -=- __ 4 5 = - - - ----�3 s~ 1 f EXISTING BLDG. 4994.52 Ir If TIE INTO EFFECTIVE i - ' \1 . 11 FEMA FLOODPLAIN do PR�POSED BLDG.- I.. ` / 1 FF 4986L.6 I / ' , C _ : i'I j ZONE AE `/ ! a1._ I, I FLOODWAY _-ROPOSED i x / �'. J� ZONE AE ! " - / ZONE AE -, BLDG r / / �` 1 � � tea FF 4989. L \ ; l NLIMIT OF -.vi i I Ii�i :y\=/.%nj +IIr T \ ?"`",� 4 �__ y a.$t B j _ Ip9B� - I -F I - ( % DETAI TAILED STUDY --'�--.� ` I / , �� .►� : ( \ s9� L '77 r \1 . , I ZONE AO p B� ^� 1. �. -j j I II I: PRBPDOG ED �'� ..PROS D L G. LOBBY =� 1 _ - -"., FF = 4989.E - , / 'FF 4988.6 i PROPOSED BLDG. ^ 80UN ARY BETWEEN .- - I c_ = Y 16198 \� ( ! �!--' ZONE AE - - FF = 4989.E 1-t- 1 i I \ ;ONE AE do ZONE AQ /I;`` \ TIE INTO EFFECTIVE 3" 1I I 1 I ,I ZONE AE , FEMA FLOODPLAIN ZON AD CHOICE CENTER DRNE_� -- - - - - - i -Lt IN f i \ 1 °.•, - ,:� \ _ 6g6gj''C - t y yv 1 / /PROPOSED BLDG. I :d I. ...J I EXISTING BLDG. FF = 4987.5 I I I FF = 4993.93 M i ai 1" / EXISTING BLDG. ;' I EXISTING BLDG. -�10�- i F', _I I- _ I'�_�; UFF 49952 LFF := 4985.3.I I I �! .. I ( i - 4- 1t.- 1L-- 1 R .- U A L.- 11 I f 4 EXISTING BLDG. n I 1 !� - FF - 4993.3 _-< / / / / • " / / / i _'-- I �' ( ( I -s / ._ _� _6Y 16198 -\ IS 1 947 ; �I --- °��o PR. BLDG.- e�ep I, f9g9JI 7�{j� I IN!" c - „ 4 ' �4989 5 �' '� ! \ J f �) / BFE 4988 \-- __ vie '"' ------ ---------.�---- ---- --------------- fir ------- ____- Y - - �-- � COLLEGE AVENUE (U.S Highway 287) _� -- - Y'L GENERAL NOTES: 1. FLOODWAY/FLOODPLAIN LINEWORK REFERENCE: FEMA FIRM MAP NUMBERS: LEGEND - 08069CO987F, EFFECTIVE DATE; DECEMBER 19, 2006 - 08069C0979G, MAP REVISED: JUNE 17, 2008 1\ CROSS SECTION LOCATION 2. THE LOWEST FLOOR (INCLUDING BASEMENT AND CRAWL SPACE) AND HVAC ARE REQUIRED TO CURRENT EFFECTIVE FEMA 100-YR FLOODPLAIN BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. _ CURRENT EFFECTIVE FEMA FLOODWAY 3. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE. BASE FLOOD ELEVATIONS 4. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY BEFORE, DURING AND AFTER - - - - - - - - - PROPERTY BOUNDARY CONSTRUCTION, FG ELEVATION SPOT ELEVATION 5, ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH XXXX.xx FLOODPLAIN-USE-PERMIT AND NO -RISE CERTIFICATIONS. 6. A FLOODPLAIN-USE-PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT. 7. A FEMA ELEVATION CERTIFICATE WILL BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. BENCHMARK 8. NO CERTIFICATE OF OCCUPANCYILL BE ISSUED WITHOUT NO -RISE RE -CERTIFICATIONS (CO)( ) NORTH, MARKED FALL O RESET 1959E LOCATED IN THE NORTHWEST WINGWALL OF THE BRIDGE FOR COLLEGE AVENUE AND FEMA ELEVATION CERTIFICATES. OVER SPRING CREEK; ELEVATION:4986.22 FEET, CITY OF FORT 9. LANDSCAPE CHANGES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH COLLINS DATUM (NGVD 1929 - UNADJUSTED). FLOODPLAIN USE PERMIT AND NO -RISE CERTIFICATIONS. "UNLESS NOTED OTHERWISE, ELEVATIONS ARE NGVD29. THE 10. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR CASE NUMBER 09-o8-0735R EFFECTIVE CONVERSION FROM NGVD29 TO NAVD88 IS: NGVD29 + 3.00'" JANUARY 29, 2010. 11. REFER TO FINAL DRAINAGE STUDY FOR CHANNEL STABILITY AND REVETMENT CALCULATIONS 12. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY IN A LOCATION OR OF A QUANTITY OR NOTES for STRUCTURES In the FLOODPLAIN: TYPE THAT IS DETERMINED TO LIKELY RESULT UPON MATURITY IN AN INCREASE IN BASE FLOOD ELEVATION IS PROHIBITED. NO RISE CERTIFICATION IS REQUIRED FOR ALL SITE WORK INCLUDING THE BASE FLOOD ELEVATION (BFE) FOR THE STRUCTURE IDENTIFIED LANDSCAPING IN THE FLOODWAY. AS BUILDING 1 IS 4986.24 FT-NGVD29 OR 4989,24 FT-NAVD88, 13. THE FLOOD CONTROL CHANNEL MUST BE MAINTAINED IN ACCORDANCE WITH CLOMR CASE THE MINIMUM REGULATORY FLOOD PROTECTION ELEVATION (RFPE)IS NUMBER 09-08-0735R. THE CHANNEL MAY BE MOWED SEASONALLY, BUT MUST MAINTAIN A 4987.74 FT-14GVD29 OR 4990.74 FT-NAVD88. THESE ELEVATIONS WERE TAKEN FROM THE 100-YEAR FLOODPLAIN SIMULATION IN THE MINIMUM HEIGHT OF SIX (6) INCHES. FEMA APPROVED CHOICE CENTER CLOMR DATED: JANUARY 29, 14. ALL AREAS RECEIVING TRM MUST BE IRRIGATED I ACCORDANCE WITH CLOMR CASE NUMBER 2010, AT CROSS-SECTION 1040 IMMEDIATELY UPSTREAM OF THE 09-08-0735R. THE CHANNEL AND ALL TRM AREAS MUST BE IRRIGATED UNTIL ALL OF THE NORTH SIDE OF THE BUILDING. AREAS ARE FULLY ESTABLISHED (SOD IS FORMED) (MIN 1-3 YEARS). TABLE 1 CROSS-SECTION/ STREAM Proposed Project 100-Yr. WS Elev. Ft. - NGVD29 FL - NAVD88 15889 4983.70 4986.70 15947 4984.62 4997.62 16198 4984.93 4967.93 16451 4984.91 4967.91 Landscape Architecture, Engineering, 6 Planning 153 West Mourealn Ave. Fort Collins, CO 0052A 970 454 1921 Fax 970 454 2443 n A 0 Z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 24USHIll DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARIONG OF UNDERGROUND MEMBER ununEs. O O LU U. V W Zi L,L LU z Wa� WU"n V Ln V Q Z o O Z Q to = J CL o u � V C E L.L o Q>J W C V O. U Prepared by or underthe dhed supervlslon of. Fa and 3n beheR of Am Sell Dal Drawn By Bw Checked By is Date 10/04/2011 Revision JSD Project # 2566 C_ 1` 1 2 6 z s SHEETRIBBER 14 OF 5 In N 40 VOW v LIMIT OF DETAILED STUDY / - J -C I _ 01 .;. � aD ` I F ATI N 4987.60 87 T - _--87 ---- j 4 7.60 VATI N F VATION 3 -4 4987.E n ) 4 F VATI N �4987.60 4988.60 PROPOSE BLDG. FF = 49�8.6 498 0... / 4987.E ` \ 4f,' \ PRO OSED, F vA I N Oi� I' 4987 6 / ` 4987.3 h / I r ` I fl I /fyi j i49�s){ -}- ! ,� �j` F VAT N , BI,IDG. r, FF - 4989. < T 4988.60 F EVATION.- VATI N F E E'VATI N - f49 -9.1 989.60460 4 89E 1 89? 7is 9e Ii �-PR -,- - - r 1 . ,ry •p 199 , - - _ \ PROPOSED i 4 iBJ} y BLDG, PROPOSED 8L G. LOBBYx1i FF 4989.E FF - 49d8.6 ROPOSED BLD FF 4989.E I I � � I , t � i ` 'Y. , a'^ , :11', .� , i , - ice. �-•- �-_ r-- �/ . (,`' p�1�. • l - CHOICE CENTER DRIVE g5d7. N� r� �ELEVATION. n„Q ATI 8N,k.. 't- 1 �-• - ti O� ' OPOSED BLDG. fn FF = 4987.5 4 I EXISTING BLDG. XISTING BLDG. I� i rn a FF = 4994.65 `49 7.45 F VA�I UFF = 4995.2 I I ry LFF = 4985.3 ,•f - B VATI f�. 7.6060 ExlsnN BLDG. - l + II ,t - FF 993.3 RIO _ 1 PR. BLDG.- ai _ (D (�O +� I \ M� 4gyJj,` N (O �.r1'`` ,I �) ^ r I I r I I I f 7.. - 4989.5 ^ 1yG le -- r =-- - - a- -7- -- "-------=------- �- �--- - - - - - - - - - - - - COLLEGE AVENUE (U.S. H"Ty 287) f-- - GENERAL NOTES: 1. FLOODWAY/FLOODPLAIN LINEWORK REFERENCE: FEMA FIRM MAP NUMBERS: /� LEGEND - 08069CO987F, EFFECTIVE DATE: DECEMBER 19, 2006 - 08069CO979G, MAP REVISED: JUNE 17, 2008 1 ` CROSS SECTION LOCATION 2. THE LOWEST FLOOR (INCLUDING BASEMENT AND CRAWL SPACE) AND HVAC ARE REQUIRED TO BASE FLOOD ELEVATIONS BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 3. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE PROPOSED FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE. PROPOSED FLOODWAY 4. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY BEFORE, DURING AND AFTER _ _ _ - - - _ _ _ PROPERTY BOUNDARY CONSTRUCTION. FIG ELEVATION SPOT ELEVATION 5. ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH xxxx.xx FLOODPLAIN-USE-PERMIT AND NO -RISE CERTIFICATIONS. 6, A FLOODPLAIN-USE-PERMIT WALL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT. 7. A FEMA ELEVATION CERTIFICATE WILL BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. BENCHMARK RESET 1959E LOCATED IN THE C-322, MARKED "ALL 8. NO CERTIFICATE OF OCCUPANCYILL BE ISSUED WITHOUT NO -RISE RE -CERTIFICATIONS (CO)( ) NORTHWEST WINGWALL OF THE BRIDGE FOR COLLEGE AVENUE O AND FEMA ELEVATION CERTIFICATES, OVER SPRING CREEK: ELEVATION:4986.22 FEET, CITY OF FORT 9, LANDSCAPE CHANGES IN THE FLOOOPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH COLLINS DATUM (NGVD 1929 - UNADJUSTED). FLOODPLAIN USE PERMIT AND NO -RISE CERTIFICATIONS, "UNLESS NOTED OTHERWISE, ELEVATIONS ARE NGVD29. THE 10. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR CASE NUMBER 09-08-0735R EFFECTIVE CONVERSION FROM NGVD29 TO NAVD88 IS: NGVD29 + 3.00'"" JANUARY 29, 2010. 11, REFER TO FINAL DRAINAGE STUDY FOR CHANNEL STABILITY AND REVETMENT CALCULATIONS 12. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY IN A LOCATION OR OF A QUANTITY OR NOTES for STRUCTURES in the FLOODPLAIN: TYPE THAT IS DETERMINED TO LIKELY RESULT UPON MATURITY IN AN INCREASE IN BASE FLOOD ELEVATION IS PROHIBITED. NO RISE CERTIFICATION IS REQUIRED FOR ALL SITE WORK INCLUDING THE BASE FLOOD ELEVATION (BFE) FOR THE STRUCTURE IDENTIFIED LANDSCAPING IN THE FLOODWAY. AS BUILDING 1 IS 4986.24 FT-NGVD29 OR 4989.24 FT-NAVD88. 13. THE FLOOD CONTROL CHANNEL MUST BE MAINTAINED IN ACCORDANCE WITH CLOMR CASE THE MINIMUM REGULATORY FLOOD PROTECTION ELEVATION (RFPE) IS NUMBER 09-08-0735R. THE CHANNEL MAY BE MOWED SEASONALLY, BUT MUST MAINTAIN A 4987.74 FT-NGVD29 OR 4990.74 FT-NAVD88. THESE ELIEVATIONS WERE TAKEN FROM THE 100-YEAR FLOODPLAIN SIMULATION IN THE MINIMUM HEIGHT OF SIX (6) INCHES. FEMA APPROVED CHOICE CENTER CLOMR DATED: JANUARY 29, 14. ALL AREAS RECEIVING TRM MUST BE IRRIGATED IN ACCORDANCE WITH CLOMR CASE NUMBER 2010, AT CROSS-SECTION 1040 IMMEDIATELY UPSTREAM OF THE 09-08-0735R, THE CHANNEL AND ALL TRM AREAS MUST BE IRRIGATED UNTIL ALL OF THE NORTH SIDE OF THE BUILDING. AREAS ARE FULLY ESTABUSHED (SOD IS FORMED) (MIN 1-3 YEARS). TABLE 1 CROSS-SECTION/ STREAM Proposed Project 100-Yr. WS Elev. Ft. - NGVD29 Ft. - NAVD68 BNRR Overflow 1313.1 4993.48 4996.48 1283.1 4992.36 4995.36 1261.4 4991.84 4994.64 1239.6 4990.15 4993.15 1234.1 4989.62 4992.62 1216.9 4988.69 4991.89 1199.6 4987.65 4990.85 1088 4986.67 4969.67 1063 4988.54 4989.54 1040 4986.24 4909.24 999.4 4985.75 4988.75 978.8 4985.52 4988.52 921.5 4985.49 4968.49 866.3 4985.29 4988.29 833.3 4985.15 4968.15 811 4985.12 4988.12 798.6 4985.09 4988.09 780.2 4985.21 4968.21 743 4985.19 4968.19 676 4985.03 4988.03 644 4985.00 4998.00 619.3 4985.02 4968.02 578.8 4985.00 4968.00 476 4984.94 4987.94 421.5 4984.93 4967.93 367 4984.90 4987.90 230 4984.89 4967.89 Spring Crok 15461 4984.96 4997.96 16198 4984.89 4987.89 16059 4984.74 4967.74 15947 (AF) 4984.57 4907.57 15889 4983.70 4986.70 15756 4981.93 4984.93 BLDG, 394.52 LIMIT OF DETAILED STUDY EXISTING BLDG. FF = 4993.93 TABLE 2 FEMA BFE FEMA RFPE LOWEST F.F.E. F.G. Elevation HVAC Eleatlon Bulidirp I.D. Ft. - NGVD29 Ft. - NAVD88 Ft. - NGVD29 Ft. - NAVD68 Ft. - NGVD29 Ft. - NAVD88 Ft. - NGVD29 Ft. - NAVD88 Ft. - NGVD29 Ft. - NAVD88 1 4988.24 1 4989.24 4987.74 1 4990.74 4988.60 4991.60 4987.60 1 4990.60 ' HVAC w/derm an alavated above cma to dab BUILDING FOOTING DETAIL Landscape Architecture, Engineering, d Planning 153 West Mountain Ave. Fort Collins, CO 80524 970 484 1921 Fax 970 484 2443 0 a a Q Q r7 O W Q Z CALL UTILITY NOTIFICATION CENTER OF COLORAOO 1-800-922-1987 or 8-1-1 CALL 24USINESS DAYS IN ADVANCE •EFOIi YOU DIG, GRADE OR EXCAVATE FOR THE MARRING OF UNDERGROUND MEAIR91URmE5. 0 U Z 0 0 cc Z WQO �. J U Za0 Va0 WVO u LI) CC O Z i Q o J V J a 0 C 0) 0 CL O LL Q>� f.D 0) C r, 10 u Prepared by or under the d1red supervision of 4' ORGANIC NATURAL FIBER MULCH WITH PLANTINGS - SEE LANDSCAPE F.F. ELEVATION PLAN FOR PLANTING DETAILS 4' TO 6E COBBLE SEE TABLE 2 8' AMENDED SOIL 6E CURB BEYOND TYPICAL VERTICAL F.G. ELEVATION ••or r CURB LCUASS 701 SEE TABLE 2 e.06. ; . '.. r - i' zo.00• _ R.F.P.E. 1=�=11 SEE TABLE Z�II CDOT CLASS C FILTER MATERIAL _ �� I B.F.E. For and on b~ of Am Se9 Design SEETABLE 2 8' CONCRETE WALL = UNDISTURBED I-- s -� Drawn By BIN 'OOZING Checked By is Date 10/04/2011 nts ROCK BUFFER DETAIL Revision JSD Project N 2566 nts C- 171 2 6 2 5 SHFFT 15 OF 15 0 AdMkyj=0tjTI'lITJ1=l.`i==I r 1 C.> CLOMR DETAILS TOP OF STRAW MATTING TO MATCH FINAL GRADE PER GRADING PLAN GEOWEB GW3OV6 — SEE DETAIL THIS SHEET INSTALL GEOMAT PER MANUFACTURER RECOMMENDATIONS 2N EXISTING EROSION CONTROL. MATERIAL PROPOSED PIN TYP. EXISTING EROSION CONTROL MATERIAL LAY 1.5' OF EXISTING EROSION CONTROL MATERIAL UNDER GEOMAT STRAW MATTING SEED MIX NAG C350 OVER GEOWEB SEE SEEDING DETAIL THIS SHEET SECTION A —A OPTION 2 N.T.S NOTE: 1. INSTALL GEOWEB FROM EXISTING T.R.M. ON R.R. R.O.W.. MAT 6��L�LB7 AG-C350 ;EOWEB GVV3M Landlok 450 Seam to be Grouted and Trowled Flush s" width of Structure Concrete Structure COMPACTED SOIL Concrete is poured an top of Landlok 450 Concrete to be vibrated 4 a 4 t 4 4 f';3.'.1,:11 DETAIL LANDLOK 450 CONNECTION TO CONCRETE STRUCTURE (TYPE 3) P R P E X Notes: 1. Refer to sheets 2 and 3 for details. 2. Refer to the design report for additional information. 3. Crest detail should be developed based on the field conditions to minimize dired exposure of the Geoweb edge to concentrated flow. Geoweb should be installed in as close a contact with the vinyl sheetpiis as is possible in the field. 4. The Geoweb required is GW30V6. The stake required is Atra stake with Atra dip, 30e long, in dia. at 4x4 cell spacing. For the last cell at the top of the panel, Atre stake is to be installed In every Oeoweb Dell. 5. The TRM required is North American Grow C350 or equal. 6. The infill required is nutrient -rich topsoil. 7. ALL TRM IS TO BE IRRIGATED FOR THE FIRST GROWING SEASON AFTER INSTALLATION NAG C350 or agod Presto 30a Long " Dia. Aim Stales ��r10►1l�� See Note 3 Cell Horizontally .Y=11 N W H Reber to Sheet 3 for Side and End Connection A Details �C 8.8 N A B B C Refer to Product Catalog for Roil Lengthe � c Plan View of a Single Panel (� C .O Nutrient Rich Preeto 30a Long, Topsoil as Inflll E U C350 Die. Alm Stake with trrreas rt Atra Clip at 4x4 Coll MOMAN,59 AZ NOWSoil I ati 184 x Crose-sectlon AA CrOea-Red1oA BB Scab = NTS N co lTtP T " POMM 'Up V CELL NW O LL WALL arEY 2 — DIMIE SPW KTO 4010U►A1 1rF M rlll09 THE TOP TOP or ME Stdce Anchor Installation wth No Tendons RIB AMEX" 1. ADA NXwr mm SECTIONS AIM eR = YUK*= U1019 OVANIAMURKIR AMMAND SW6M 00 BIRO i M IP ED= Or ANNGSB CULL Gas SNAID R me RUSH MNSI SMtINR a. W GaNaeelMNe OEM" CDeI@D INSIDER STnDW "LLD BE NIMOM AD S101M M MUNE w WILED EDGE aEnR NMU t A XI ND IMM aq{SQ 4. SM FOSiLNOS 1E1M01 S G I== SKALD BE BUTTED AS SHOWN N MOM a VC LOWTUDKL 0EIOFR-UX0 OF AMISG OMWL 03J4 SSLLD E ASNB MS aARM AT TW GILL MYL coma Pa :x DONEtBGNw taaa - arNMaLM® w appom l GnM Aauns Side and End C innecdon Detail A71Yr ANCFIOR WIM STAKE AND CREST ANCHORAGE C 'cox C F-- c O W CQQ C2 a— t>� C tV •L r. w 0 a1 �U C •O Ev LD a Landscape Architecture, Engineering, 6 Planning 153 West Mountain Ave. Fort Collins, CO 8=4 970 4B4 1921 Fax 970 484 2443 0 Cr a a d z CALL Uf E.nY N07NiCA710N CENTER OF COLOMW 14800-922-1987 or 8-1-1 CALL 24USINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE Olt EXCAVATE FOR THE MARKING OF UNDa1GROUNID MEMBER UTILITIES. �c W `n zza WJw V�0 u le— G N 0 J O O V o a V U C C� C a. O > 0 ar c O a V Prepared by or under the dreg supervision of For and on behaB of Am SW Design Drawn By BW Checked By is Date 10/04/2011 Revision JSD Project N 2566 C- 17 1 2625 SHEET 4 OF 6 LIMIT OF DETAILED STUDY / 1 451ze - J :::::f499bb 1 ONE-, - - - - - - - - - - - - - - - f ONE AE -- - - - - _ 1 ! ZONE AE BFE 4988 J / !_=f �9- 85__. ... - I--� �a9sa =498s ? i ZONE AE e1 i 16451 8283 EXISTING BLDG. &t - as 9 I I`_.�, - __ _ - a J \ l � � _ _ 99 52 I i I':'l %''- --- ti' _ _ _ TIE INTO EFFECTIVE i / I I i��� fi - p FEMA FLOODPLAIN do (( / PR POSED BLDG, I I ZONE AE 1 -�_ ` FF = 4988887 ;l i [,'1 -' i ai'.<' b I ' FLOODWAY I r ((--- P�20POSED 11 / n I - 1>l 49I ; ;-+ BLDG. 1:�20NE AE +. ( - - / ZONE A c i - =-{ F I \ I f 11 i! i / \ / 'I LIMIT OF - - T i..-,-.. ,.,-`',f`- �- DETAILED STUDY 69 _._ / .a_�_ 1 ZONE AO Al �" 1�49eI` I ! = I• I.I PRBPDOGSEO \ -�� �PROP05f D I r w�_ > FF - 4989.E FF = 4988.E PROPOSED' - �_II ZONE AE BLDG. ^ BOUN ARY BETWEEN 16198 ti - _ 4989.E ONE AE & ZO y -- - - TIE INTO EFFECTIVE \ I I ZONE AE '/ \ _ , -�i _,. (! / f o' l FEMA FLOODPLAIN I '` �+ , �- I -; �r-�� -_ `�--�,_;.�. ' -- -- �,-- ! � _.�'�- .. =\--- \ � .- - -�- --_ � `, .-'-'�-t� � �_: �`�. � � `• . � ZONE; AO ' l; 1 -- i I _ CHOICE CENTER DRIVE/ , 't - - _ :< - - 1 % I� .'I t� �• ;`, �' p �. --!` j�....�- I-\ -" _ ...".,1+,. I '/ `s 1 ll, - sl ' t .,..-..._ . ,fir ./ 'FIT �, ,,' 417 ,a� w ' rf - 1 - -- -- -- --- -- - - - - - . - - - --- -- -- L y / PROPOSED BLDG. _ TING BLDG. �__- 4 \'I EXISTING % I IUD I - - i , FF 4987.5 I I _ I'' FF 4993.93 EXISTING BLDG. II EXISTING BLDG. �� LFF = 4985.3 � ' i FF 4994.65 / I ( -- '.'---'-!1. _..0. 13. I p .+._-.._.;A-._-.. �--•- C1-.---.,,- 1 r' °sR EXISTING BLDG. FF -q , cam- = 4993.3 I -� '] °�b� �� f499�} -I 11 ` I( I r I I o ( PR. LDG.-� I I Irr) \ I l ! 15947 - 4989.5 "' _1 d I „ y BFE 4988- -- � ------ ----T ---� r-� -- ----- COL.EOEAVENUE (11.1,8. HIIM14287)�`��"'--� -------- f - zlt 71/ /. - - _ - bG1V GRNL ryVIGJ: 1. FLOODWAY/FLOODPLAIN UNEWORK REFERENCE: FEMA FIRM MAP NUMBERS: LEGEND - 08069CO987F, EFFECTIVE DATE: DECEMBER 19, 2006 - 08069C0979G, MAP REVISED: JUNE 17, 2008 CROSS SECTION LOCATION 2. THE LOWEST FLOOR (INCLUDING BASEMENT AND CRAWL SPACE) AND HVAC ARE REQUIRED TO CURRENT EFFECTIVE FEMA 100-YR FLOODPLAIN BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. CURRENT EFFECTIVE FEMA FLOODWAY 3. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE. BASE FLOOD ELEVATIONS 4. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY BEFORE, DURING AND AFTER _-- - - - - - - PROPERTY BOUNDARY CONSTRUCTION. FIG ELEVATION SPOT ELEVATION 5. ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH xxxx,xx FLOODPLAIN-USE-PERMIT AND NO -RISE CERTIFICATIONS. 6. A FLOODPLAIN-USE-PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT. 7. A FEMA ELEVATION CERTIFICATE WILL BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 13ENCHMARK 8. NO CERTIFICATE OF OCCUPANCY (CO) WILL BE ISSUED WITHOUT NO -RISE RE -CERTIFICATIONS C-322, MARKED "C-322 RESET 1959" LOCATED IN THE NORTHWEST WINGWALL OF THE BRIDGE FOR COLLEGE AVENUE AND FEMA ELEVATION CERTIFICATES. OVER SPRING CREEK; ELEVATION:4986.22 FEET, CITY OF FORT COLLINS DATUM (NGVD 1929 - UNADJUSTED). 9. LANDSCAPE CHANGES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH FLOODPLAIN USE PERMIT AND NO -RISE CERTIFICATIONS, **UNLESS N07ED OTHERWISE, ELEVATIONS ARE NGVD29. THE 10. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR CASE NUMBER 09-08-0735R EFFECTIVE CONVERSION FROM NGVD29 TO NAVD88 IS: NGVD29 + 3.00'** JANUARY 29, 2010. 11. REFER TO FINAL DRAINAGE STUDY FOR CHANNEL STABILITY AND REVETMENT CALCULATIONS 12. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY IN A LOCATION OR OF A QUANTITY OR NOTES for STRUCTURES In the FLOODPLAIN: TYPE THAT IS DETERMINED TO LIKELY RESULT UPON MATURITY IN AN INCREASE IN BASE FLOOD ELEVATION IS PROHIBITED. NO RISE CERTIFICATION IS REQUIRED FOR ALL SITE WORK INCLUDING THE BASE FLOOD ELEVATION (BFE) FOR THE STRUCTURE IDENTIFIED LANDSCAPING IN THE FLOODWAY. AS BUILDING 1 IS 4986.24 FT-NGVD29 OR 4989.24 FT-NAVD88. 13. THE FLOOD CONTROL CHANNEL MUST BE MAINTAINED IN ACCORDANCE WITH CLOMR CASE THE MINIMUM REGULATORY FLOOD PROTECTION ELEVATION (RFPE) IS NUMBER 09-08-0735R. THE CHANNEL MAY BE MOWED SEASONALLY, BUT MUST MAINTAIN A 4987.74 FT-NGVD29 OR 4990.74 FT-NAVD88. THESE ELEVATIONS WERE TAKEN FROM THE 100-YEAR FLOODPLAIN SIMULATION IN THE MINIMUM HEIGHT OF SIX (6) INCHES. FEMA APPROVED CHOICE CENTER CLOMR DATED: JANUARY 29, 14. ALL AREAS RECEIVING TRM MUST BE IRRIGATED I ACCORDANCE WITH CLOMR CASE NUMBER 2010, AT CROSS-SECTION 1040 IMMEDIATELY UPSTREAM OF THE 09-08-0735R. THE CHANNEL AND ALL TRM AREAS MUST BE IRRIGATED UNTIL ALL OF THE NORTH SIDE OF THE BUILDING. AREAS ARE FULLY ESTABLISHED (SOD IS FORMED) (MIN 1-3 YEARS). TABLE 1 CROSS-SECTION/ STREAM Proposed Project 100-Yr. WS Elev. Ft. - NGVD29 Ft. - NAVDW 15869 4983.70 4986.70 15947 4994.62 4987.62 16198 4984.93 4987.93 16451 4984.91 4967.91 monsm_ 50 0 50 100 em SCALE IN FEET Landscape ArcNtectLlre, Engineering, 6 Planning 153 West Mountain Ave. Fort Collins, CO 8=4 970 4841921 Fax 970 454 2443 O oc a a Q O 6 Z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 24USINESS DAYS IN ADVANCE BEFORE YOU DIG, GIVIDE DRExCAVATE FORTHE MARRING OF 11NDEAG1101110D MEMBER UTILITIES, O U Z o OLL w W U. LL WQW J ~ VCLw W w Cc cc VN u O o M_ 1pO a V g _z CL Q 0 O J O O 1 J To L. U Prepared by or under the direct supervision of For and on behalf of Am sell Design Drawn By BIN Checked By is Date 10/(W2011 Revision JSD Project # 2566 C-171 2625 SHEET 5 OF 6 Lev N .4O N eENS r 1 v - - LIMIT OF DETAILED STUDY - - - - - - - - ----- - ( I F ATI N 4987.60 i --' -�_ - --:.�_ a 87 1 I 49 7. Z7 -49 _ -�.F VATI N 4987 60 l at7 _ I ( l 49 r �F j I I i ! I �I I i ! ` _ f F VATI N 4987.60 ��;, .•"_ w � :�_ �.r... _� ' -�a T , I (� I -- / (• I' 4988.60 PROPOSE BLDG. l EVATION { k -T FF 498� '49 Ot 4987,E 87 P� O OSED. F EVA N F B bG. 4 8 4987.30 t- 49 { t F VATI' Z, i . xy •` I _I --� �3}j"_- i � FF 4989. \ c,_ lie- 1! --- i° 4988.60 F VATI N 1 y I , J- 49. POPOSED j PR P0$ G. LO BY BLDG . / r ; . FF 4989.6 r-- I I i it �/ li ; - FF 49#.6 PROPOSED BLD 16198 _ I �_� ( I t' i FF = - 4989.6 t 66 CENTER DRIVE _ - -� / i - - - I ° `W -I _ _ * _ ` �, I FG�ELECn V�TII I FG E l f aQ 4987.51/ - - i 4 i/ v' - -- - - - - EXISTING BLDG. BLDG, )94.52 LIMIT OF DETAILED STUDY CD OPOSED BLDG. I FF = 4993.93 VATI N/ FF = 4987.5 I I' EXISTING BLDG. F VA , 4987 50�- LFF TIN 4 95.3 n m i = TI N F / VA�I rn l ? FF 4994.65 49 7.45 s 60 4987.f t M -_ . ,- -v _ - _� I; I ' EXISTIN BLDG. o cD c k - �r-n� ,n - P ^A 4-L �I ' r 00 FF = 993.3 T.. `I d 177 , / ' � c Y _ � -{" � ' L 6 - �r", �ti�:. ! � � �%' �4 �,% 7-, i i\•�,%li�"T•I byi-'...- _,,,,)/ J / � l / I / �{ ,A { n�i� � I Jo" / I Y !� ao a_i v Q ' I � =_ - -- - - - •. • ,.= "' '� 9 � i ,vr � �-2`', 93--'_"� '` ' j l" LL PR. BLDG. 11) _ ICI /1 - - - =` -j■y l ?" � '� i-- -� - - - - - - - - -. - COLLEGE AVENUE (U.S Hghwey 287) - '+-- -, -- - -- GENERAL NOTES: 1. FLOODWAY/FLOODPLAIN UNEWORK REFERENCE: FEMA FIRM MAP NUMBERS: LEGEND - 08069CO987F, EFFECTIVE DATE: DECEMBER 19. 2006 - D8069CO979G, MAP REVISED: JUNE 17, 2008 1 � CROSS SECTION LOCATION 2. THE LOWEST FLOOR (INCLUDING BASEMENT AND CRAWL SPACE) AND HVAC ARE REQUIRED TO BASE FLOOD ELEVATIONS BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION, 3. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE PROPOSED FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE, PROPOSED FLOODWAY 4. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY BEFORE, DURING AND AFTER - - - - - - - - - PROPERTY BOUNDARY CONSTRUCTION. FG ELEVATION SPOT ELEVATION 5. ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH XXXX.XX FLOODPLAIN-USE-PERMIT AND NO -RISE CERTIFICATIONS. 6. A FLOODPLAIN-USE-PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT. 7. A FEMA ELEVATION CERTIFICATE WALL BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. BENCHMARK RESET LOCATED IN THE MARKED "ALL 8. NO CERTIFICATE OF OCCUPANCYILL BE ISSUED WITHOUT NO -RISE RE -CERTIFICATIONS (CO)( ) NORTH, NORTHWEST WINGWALL OF THE BPoDGE FOR COLLEGE AVENUE O BRID959"GE AND FEMA ELEVATION CERTIFICATES. OVER SPRING CREEK: ELEVATION:4986.22 FEET, CITY OF FORT 9. LANDSCAPE CHANGES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE -APPROVED THROUGH COLLINS DATUM (NGVD 1929 - UNADJUSTED). FLOODPLAIN USE PERMIT AND NO -RISE CERTIFICATIONS. "UNLESS NOTED OTHERWISE, ELEVATIONS ARE NGVD29. THE 10. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR CASE NUMBER 09-08-0735R EFFECTIVE CONVERSION FROM NGVD29 TO NAVD88 IS: NGVD29 + 3.00'te JANUARY 29, 2010. 11. REFER TO FINAL DRAINAGE STUDY FOR CHANNEL STABILITY AND REVETMENT CALCULATIONS 12. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY IN A LOCATION OR OF A QUANTITY OR NOTES for STRUCTURES in the FLOODPLAIN: TYPE THAT IS DETERMINED TO LIKELY RESULT UPON MATURITY IN AN INCREASE IN BASE FLOOD ELEVATION IS PROHIBITED. NO RISE CERTIFICATION IS REQUIRED FOR ALL SITE WORK INCLUDING THE BASE FLOOD ELEVATION (BFE) FOR THE STRUCTURE IDENTIFIED LANDSCAPING IN THE FLOODWAY. AS BUILDING 1 IS 4986.24 FT-NGVD29 OR 4989.24 FT-NAVD88. 13. THE FLOOD CONTROL CHANNEL MUST BE MAINTAINED IN ACCORDANCE WITH CLOMR CASE THE MINIMUM REGULATORY FLOOD PROTECTION ELEVATION (RFPE) IS NUMBER 09-08-0735R. THE CHANNEL MAY BE MOWED SEASONALLY, BUT MUST MAINTAIN A 4987.74 FT-IJGVD29 OR 4990.74 FT-NAVD88. THESE ELEVATIONS WERE TAKEN FROM THE 100-YEAR FLOODPLAIN SIMULATION IN THE MINIMUM HEIGHT OF SIX (6) INCHES. FEMA APPROVED CHOICE CENTER CLOMR DATED: JANUARY 29, 14. ALL AREAS RECEIVING TRIM MUST BE IRRIGATED IN ACCORDANCE WITH CLOMR CASE NUMBER 2010, AT CROSS-SECTION 1040 IMMEDIATELY UPSTREAM OF THE 09-08-0735R. THE CHANNEL AND ALL TRM AREAS MUST BE IRRIGATED UNTIL ALL OF THE NORTH SIDE OF THE BUILDING. AREAS ARE FULLY ESTABLISHED (SOD IS FORMED) (MIN 1-3 YEARS). TABLE 1 CROSS-SECTION/ STREAM Proposed Project 100•Yr. WS Elev. Ft. - NGVD29 Ft. - NAVD88 BNRR Overflow 1313.1 4993.48 4996.48 1283.1 4992.36 4995.36 1261.4 4991.64 4994.64 1239.6 4990.15 4993.15 1234.1 4989.62 4992.62 1218.9 4988.89 4991.89 1199.6 4987.65 4990.65 1066 4986.87 411111110.11117 1063 4986.54 4989.54 'ID40 4986.24 4989.24 999.4 4985.75 4988.75 976.8 4985.52 4968.52 921.5 4985.49 4988.49 866.3 4985.29 4988.29 833.3 4985.15 4988.15 811 4985.12 4988.12 798.6 4985.09 4988.09 786.2 4985.21 4988.21 743 4985.19 4911118.19 876 4985.03 4988.03 644 4985.00 4988.00 819.3 4985.02 4988.02 578.8 4985.00 4988.00 476 4984.94 4987.94 421.5 4984.93 4987.93 367 4984.90 4987.90 230 4984.89 4967.89 Spring Creek 16481 4984.96 4957.96 16198 4984.89 4987.89 16059 4984.74 4987.74 15947 (AF) 4984.57 4967.57 15W9 4963.1D 4906.70 15756 4981.93 4984.93 TABLE 2 FEMA BFE FEMA RFPE LOWEST F.F.E. F.G. Elevation HVAC Elevation Buwdlrq LD. FR - NGVD29 D68 R - NAV Ft. - NGVD49 Ft. - NAVD88 NGVD29 - NGV Ft. - NAVD88 Ft. Ft. - NGVD29 Ft. - NAVD88 Ft. - NGVD29 Ft. - NAVD88 1 4986.24 4989.24 4967.74 4990.74 4988.W 4991.60 4987.60 4990.60 " HVAC w1gems are elevated above concrete slab CONCRETE SLAB -ON -GRADE 111w,,nmml 11 R 11, CONCRETEIr FOUNDATION WALL F.G. ELEVATION SEE TABLE 2 E 1=111=1 SEE TABLE 2 BBFE_ TAB SEE LE 2 Landscape ArcNtecture, Engineering, 8 Planning 153 West Mountain Ave. Fort Collins, CO W524 970 484 1921 Fax 970 454 2443 O0C a Q Z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 24USRYESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UrILRIES. 0 Z 0 O LL O V W p H uJ ZZO V) LLA in. V O W w a V � 1 � N Q o Q 0. V Q u0 a C E 0 G. ° O O o J LL c 0 Q u Prepared by or underthe dreg supmVislon of. For and on beW of Am Sell Design Drawn By BW Checked By is Date 10/04/2011 Revision JSD Project # 2566 G- 171 2 6 2 5 ISHEET b OF 6 G4PS'fONE DEVELOPMENT CORPORATION Moimce Center andsmpe Plan FORT ppLLINS, CO City Of Fort Collins, County Of Larimer, State Of Colorado Vicinity Map LOT 1 B, FLAT OF A PARE OF LOT 1 OF THE SPRING COURT SUBDIVISION, A PORTION OF LOT 2 OFTHE SPRING COURT SUBDIVISION, AND LOT 3 OF THE FOX SHOPPING CENTER SUBDIVISION Rantin Details PIMLY aawAee TOMm lAmsaLIaNA r MM 7S101a MMLW OR APFlENMI @OW L P L#AWM tim"n TO area, M i:11t k DEAD OR DIMUGRE 11111111111110 AT THE OF PLANNIL NIMIULARLY SCIlOIRaD PRNSNa NY CIRTMED AMN TO a M SMSOM !ORE M OF PESOD. L DOVE ALL THEE, ROT/, AND= RMT FROM ANOUO TOP OF MILL PEL MACK aLIRLAP, AND NESOVE 1LEIE M PIOM MW FALL L PLANr ZED THAT TOP aP ROOr'MLL N r Awn PNMI GRAM. LEAVE T LNRAMD F CONDMOMM PERMIT. F STM M N ANO)I IM ONLY OEOONOIN TREES WHICH ARE WEAK HAVE LOOSE ROOT SALLS, OR ARE NEWS PLAKIM N PARrICLLMLY RENT SNLS IIaGLIEE 111TAIa1L RARE POR I YR. ONLY. ;UO DECIDUS TREE I NTC NPLOII STRAP w G1In----Eis 2STM .Mi GALVANIZED GUYVNIa TN! SEYE1 �1.1n FIRMLY INTO MNSRAOE PMM TO L#ANW LM 3" MULCH "CHOICE MULCH", OR APPROVED P:IiIiRallillift BACK19LL MIX: 70% ON SITE SOIL, 30% SCREENED COMPOST WATER TO SETTLE, DO NOT TAMP 1 N Lek 1. & DEAD OR DAMS WOW AT TIE OF PlANn M1. IpLRARLY aGIOU.® PRUM EY CIRrFED AMONET TO SMN THE POLLORNG ONAW N l M OF PMMOD. L RANT 90 THAT TOP OF MM MLL M r AWN PNIMN GRACE. Rd01E ALL Tra! ROM AMMM MJ ROOM ANDU TOP OF MLL PM MICR SULAP, NO I M NSE GASKET MIN MCIT MILL L LMYI TIC IRafARiiiii r I, In m IF Per. r Grion N maR11M, ONLY IYMOIrII TREE 1RSCH ARE 1PE4K HAIE LOOSE NOW MILLS, ORATE aaa PLANTER N PARTICULARLY WNW Mlle NWAM WPM. STAK! FOR I YL ONLY. )COM EROUS THE MU.OH 1. iLA�fr ALLNGMNa a0 TIMT FORM MIICEI Y M "vet. TI CLNTEN Ala A MSaOZE A. OONTRAOM M �+ 1' 10911110111111111111116115111 OF PAVE1ENf. SPACE SNIEM AS NDICATED RNINI GRADE ON THE PLAINS SCORE ROOT PLAM MM OMT M TO MILL OF CONTAINER PLANTS SETTLE, DO NOT TAMP VERTICALLY WITH NNM CUT ANY E#RALAIO AWM O THEY EEM M PROM SOL MALL. PLANT SPACING A INDICATED EDGER OR PAVFN r.. PERENNIAL PLANTIN •'F PROJECT ADDFESS 1653 S College Avenue through 1807 S College Avenue, Fbrt Collins, C080525 Plant Schedule OCrOBER04, 2011 CODE TOTAL Lot 1 Lot 2 Lot 3 Lot 4 BOTANICAL NAME COMMON NAME Ht Ht Wd Wd Water CONT SIZE I I OTY OTY CITY Min Max Min Max Reg DECIDUOUS TREES CS3 13 1 5 4 3 Catalpa speciosa Catalpa, Western 40 60 30 50 Low B&B 3" Cal.* CO2 9 7 0 0 2 Celtis occidentalis Hackberry, Western 50 60 40 50 Low B&B 3" Cal.* FG 1 0 0 1 0 Fraxihus pennsylvanica Ash, Green 40 50 30 40 Medium B&B 3" Cal.* GS 13 0 4 5 4 Gleditsia triacanthos inermis 'Shademaster' Honeylocust, Shademaster 40 50 30 40 Low B&B 3" Cal.* GK 13 9 0 4 0 Gymnocladus dioicus Kentucky Coffeetree 50 60 40 50 Low B&B 3" Cal.* PS 4 4 0 0 0 Populus sargentii Cottonwood, Plains 60 80 50 60 Medium B&B 3" Cal.* QB 12 12 0 0 0 Quercus buckleyi Texas Red Oak 30 50 40 60 Low B&B 2" Cal. QM 8 8 0 0 0 Quercus macrocarpa Oak, Bur 50 80 50 80 Low B&B 2" Cal. QC 10 5 5 0 0 Quercus 'Crimson Spire' Oak, Crimson Spire 40 60 15 20 Medium B&B 2" Cal. TW 6 0 6 0 0 Tilia americana'Wandell' Linden, Legend American 40 60 30 40 Medium B&B 2" Cal. TM 6 6 0 0 0 Tilia mongolica'Harvest Gold' Linden, Harvest Gold 30 40 25 30 Medium B&B 3" Cal.* Upsized as Mitigation Tree ORNAMENTAL TREES AH 7 7 0 0 0 Acer tataricum 'Hot Wings' Maple, Hot wings Tatarian 20 25 15 20 Low B&B 1.5" Cal. AA 5 5 0 0 0 Alnus tenuifolia Alder, Thinleaf 15 30 15 20 Medium B&B 1.5" Cal. AG 4 4 0 0 0 Amelanchier x grandiflora'Autumn Brilliance' Serviceberry, Autumn Brilliance 15 25 15 20 Low B&B 1.5" Cal. CE 6 6 0 0 0 Cercis canadensis Redbud, Eastern 20 30 20 30 Medium B&B 1.5" Cal. CA3 1 1 0 0 0 Cornus alternifolia Pagoda Dogwood 20 25 10 15 Medium B&B 1.5" Cal. CV 3 3 0 0 0 Crataegus crus-galli 'Inermis' Hawthorn, Thornless Cockspur 15 25 15 20 Low B&B 1.5" Cal. MB 6 6 0 0 0 Malus 'Red Barron' Crabapple, Red Barron 15 18 7 8 Medium B&B 1.5" Cal. OF 8 8 0 0 0 Quercus robur'Fastigiata' Oak, Fastigiate English 40 60 15 20 Medium B&B 1.5" Cal. VL 13 12 1 0 0 Viburnum lantana'Mohican' Wayfaring Tree, Mohican 6 8 6 8 Low B&B 1.5" Cal. EVERGREEN TREES JS 9 9 0 0 0 Juniperus scopulorum 'Skyrocket' Juniper, Skyrocket 15 20 2 3 Low B&B 6' DECIDUOUS SHRUBS AV 26 26 0 0 0 Artemisia versicolor'Seafoam' Seafoam Artemisia 1 4 2 3 Very Low Container Shrubs 5 Gal BA 13 13 0 0 0 Buddleja alternifolia'Argentea' Butterfly Bush, Silver Fountain 10 15 10 12 Low Container Shrubs 5 Gal CS4 3 3 0 0 0 Cornus stolonifera coloradense Dogwood, Colorado 6 8 8 12 Medium Container Shrubs 5 Gal CT 10 10 0 0 0 Cornus stolonifera'Baileyi' Dogwood, Bailey Redtwig 6 10 6 10 Medium Container Shrubs 5 Gal CF2 14 14 0 0 0 Cornus stolonifera'Flaviramea' Dogwood, Yellowtwig 6 8 6 10 Medium Container Shrubs 5 Gal CI 24 24 0 0 0 Cornus stolonifera'Isanti' Dogwood, Isanti 4 5 4 6 Medium Container Shrubs 5 Gal CS 35 0 0 18 17 Cytisus purgans Spanish Gold Broom, Spanish Gold 2 4 4 6 Low Container Shrubs 5 Gal LK 11 11 0 0 0 Lonicera korolkowii 'Floribunda' Blue Velvet Honeysuckle 8 12 6 8 Medium Container Shrubs 5 Gal PN 14 0 0 11 3 Physocarpus opulifolius 'Nanus' Ninebark, Dwarf 4 5 4 5 Low Container Shrubs 5 Gal PC 29 29 0 0 0 Potentilla fruticosa'Coronation Triumph' Potentilla, Coronation Triumph 3 4 2 3 Low Container Shrubs 5 Gal PP 100 63 0 18 19 Prunus besseyi Pawnee Buttes Cherry, Creeping Western Sand 1 2 4 6 Low Container Shrubs 5 Gal PM2 8 8 0 0 0 Prunus virginiana melanocarpa Chokecherry, Native 8 20 8 12 Low Container Shrubs 5 Gal RC 10 0 0 0 10 Rhamnus frangula'Columnaris' Buckthorn, Tall Hedge 8 12 3 4 Low Container Shrubs 5 Gal RC2 28 28 0 0 0 Rhus glabra cismontana Sumac, Rocky Mountain 2 3 2 3 Low Container Shrubs 5 Gal FIT 18 18 0 0 0 Rhus trilobata Sumac, Three -Leaf 3 6 3 6 Very Low Container Shrubs 5 Gal RT2 10 10 0 0 0 Rhus typhina Sumac, Staghorn 10 25 10 15 Low Container Shrubs 5 Gal RA 29 26 0 0 3 Ribes alpinum Currant, Alpine 3 6 3 6 Low Container Shrubs 5 Gal RG2 16 16 0 0 0 Ribes aureum Currant, Yellow Flowering 4 6 4 6 Low Container Shrubs 5 Gal FIG 20 0 0 8 12 Rosa glauca Rose, Red -Leaved 6 7 4 6 Low Container Shrubs 5 Gal SP2 5 5 0 0 0 Salix discolor Willow, Pussy 12 20 8 12 High Container Shrubs 5 Gal SD2 10 10 0 0 0 Salix drummondiana Willow, Drummond 6 12 6 12 Medium Container Shrubs 5 Gal SS 94 77 6 9 2 Symphoricarpos oreophilus Snowberry, Mountain 2 4 2 4 Low Container Shrubs 5 Gal SC 153 66 59 0 28 Symphoricarpos x chenaulti 'Hancock' Coralberry, Hancock 2 3 3 6 Low Container Shrubs 5 Gal VW 12 12 0 0 0 Viburnum lantana Wayfaring Tree 10 15 6 8 Low Container Shrubs 5 Gal VN 68 26 0 0 42 Viburnum opulus 'Nanum' Cranberrybush, Dwarf European 1 2 1 2 Medium Container Shrubs 5 Gal VS 9 0 0 0 9 Viburnum plicatum tomentosum 'Summer Snowflake' Viburnum, Doublefile 5 6 5 6 Medium Container Shrubs 5 Gal EVERGREEN SHRUBS JJ 117 101 2 11 3 Juniperus communis Juniper, Common 1 3 3 6 Low Evergreen 5 Gal JG 21 0 0 9 12 Juniperus scopulorum 'Gray Gleam' Juniper, Gray Gleam 12 15 4 6 Very Low Evergreen 5 Gal ORNAMENTAL GRASSES CA 1160 723 66 42 329 Calamagrostis acutiflora'Karl Foerster' Grass, Feather Reed 4 5 2 2 Low Grass 1 Gal HS 12 12 0 0 0 Helictotrichon sempervirens Grass, Blue Avena 2 3 2 2 Low Grass 5 Gal MG 14 14 0 0 0 Miscanthus sinensis 'Gracillimus' Grass, Maiden 4 5 4 5 Medium Grass 5 Gal MM 43 43 0 0 0 Miscanthus sinensis 'Morning Light' Grass, Morning Light Maiden 4 5 2 3 Medium Grass 5 Gal MS 32 32 0 0 0 Miscanthus sinensis 'Sarabande' Grass, Narrow Leaf Maiden 4 5 2 3 Medium Grass 5 Gal MS2 35 35 0 0 0 Miscanthus sinensis 'Strictus' Grass, Porcupine 5 8 3 4 Medium Grass 5 Gal MV 36 36 0 0 0 Miscanthus sinensis 'Variegatus' Grass, Variegated Maiden 4 5 2 3 Medium Grass 5 Gal MZ 20 20 0 0 0 Miscanthus sinensis 'Zebrinus' Grass, Zebra 6 8 4 6 Medium Grass 5 Gal OH 143 143 0 0 0 Oryzopsis (Achnatherum) hymenoides Grass, Indian Rice 1 2 1 2 Low Grass 1 Gal PH 83 83 0 0 0 Panicum virgatum'Heavy Metal' Grass, Heavy Metal Blue Switch 3 4 1 2 Low Grass 5 Gal SL2 60 60 0 0 0 Schizachyrium scopanum Grass, Little Bluestem 3 4 2 3 Low Grass 5 Gal ANNUALS/PERENNIALS AB 358 226 132 0 0 Aegopodium podograria Bishop's Weed 0.7 1.0 1.0 2.0 Medium Perennials 4" Flat 15 AP 102 102 0 0 0 Aegopodium podagraria'Variegatum' Vangated Bishop's Weed 0.7 1.0 1.0 2.0 Medium Perennials 1 Gal AP2 2 0 2 0 0 Arctostaphylos x coloradoensis 'Panchdo' Panchite Manzanita 10" 15" 3.0 5.0 Low Perennials 4" Flat 15 AA2 534 130 215 71 118 Agastache aurantiaca Coronado Hyssop, Coronado 1.3 1.5 1.0 1.3 Law Perennials 4" Flat 15 AC 466 68 197 162 39 Agastache Cana Sonoran Sunset Double Bubblemint 1.0 1.5 1.0 1.3 Low Perennials 4" Flat 15 AD 122 122 0 0 0 Aquilegia chrysantha'Denver Gold' Columbine, Denver Gold 2.0 2.5 1.3 1.8 Low Perennials 4" Flat 15 BR 52 52 0 0 0 Bergenia cordifolia'Redstat Bergenia, Heartleaf 1.3 1.5 1.5 2.0 Medium Perennials 1 Gal CS2 485 0 101 149 235 Calyophus serrulatus Prairie Lode Sundrops 1.0 1.5 1.0 1.5 Low Perennials 4" Flat 15 EC 87 87 0 0 0 Eschscholzia californica Poppy, California 1.0 2.0 1.0 1.5 Low Perennials 1 Gal HH 5 0 5 0 0 Hedera helix English Ivy Vine Vine Medium Perennials 1 Gal HW 210 210 0 0 0 Heuchera sanguinea 'White Cloud' Coral Bells, White 1.5 2.0 1.5 2.0 Medium Perennials 4" Flat 15 PM 100 0 41 29 30 Penstemon mensarum Penstemon, Grand Mesa Beardtongue 1.3 1.5 1.0 1.3 Low Perennials 4" Flat 15 PA 261 261 0 0 0 Persicaria affinis Himalayan Border Jewel 0.5 0.7 1.0 1.5 Low Perennials 4" Flat 15 SD 415 311 104 0 0 Salvia daghestanica Platinum Sage, Platinum 0.8 1.0 0.8 1.0 Low Perennials 4" Flat 15 SW 711 598 113 0 0 Salvia greggii Wild Thing Salvia, Hot Pink 1.3 1.7 1.0 1.3 Low Perennials 4" Flat 15 SL 132 132 0 0 0 Salvia Leucantha Mexican bush sage 3.0 6.0 1.0 3.0 Medium Perennials 4" Flat 15 SP 70 70 0 0 0 Salvia pachyphylla Salvia, Mojave 2.0 3.0 2.0 3.0 Low Perennials 1 Gal TD 923 390 0 ill 422 Tanacetum densum amani Partridge Feather 0.5 0.7 0.7 1.0 Very Low Perennials 4" Flat 15 VR 16 0 16 0 0 Veronica x'Reavis' Crystal River Veronica 2" 3" 12" 18" Low Perennials 4" Flat 15 VV 361 0 0 182 179 Viola Corsica Violet, Corsican 0.5 0.7 0.5 0.7 Medium Perennials 4" Flat 15 p p n P.. xk Nenroy A ]aetape Locust St C< R Y E EU..Mth St Unlv.r.lty ty °orfki St G fleltl St N ✓! v. Svuth °r -A. W fEiw St ) " Da r AA twrtl , St " '�A•4 5 w Dr A V Rtk1n t E PI t W St S E JAM. i F • mks E Rtl Ct I L St, n .< < L. .Lnkr R V La St E Lek. St SS 6! Et £ '^ D n d s" C f. lel.an Ln e AI �at„f,y � St prk R arks Sta � n C} u'VP Ct V L y S y ¢ Y Mpert CS W 11 .4fa Ct V S St Ct u Stuart St GGTT E yS a 4 C*Wwv C,y,,, .r. E PROJECT SITE Ln / Val'=rY pn yr i, u ) R a Vk,tl W Park °r r l r, Or . ° r °lam Rd Eh.t.uotl ' 'A- YY $ Or L`L tr W ;4,$ r R,ty.r. Ave ag to i > r DukrW S Ch"..a St a w 9 W to ;< o L<luiln }tt, ep Mtl y u P Q y L, y ,r t,' a k d A WQ LOrnell A. varttiq a I 1AJ ele Vay C. y�i Ct LLI V Mir te.t J a ~ a . I Ya.n Ava f p_ bAtSt Y� L N Rtl -'rn Li C I Prk,c.trn S 5 3 DRAKER AD PrFc Rd _' ° L-P p'rl clan 10 v Y o-r Or & huntl.rblrtl I Dr '^ /�' S i P- n Atan tr Mn Proiect Contacts LandSWI a Architect Lim Sell Design, Inc. 153 W. Mountain Ave. R. Collins, 0080524 PH: (970) 484-1921 FAX: (970) 484-2443 Civil Engineer JVA, Incorporated 1319 Spruce Street Boulder, 00 80302 PH: (970) 225-9099 FAX: (303) 444-1957 Surveyor Nolte AssoaateA Inc. 8000 S Chester Street, Suite 200 Centennial, 0080112 PH: (303) 220-6400 FAX: (303) 220-9001 Traffic Engineer ELB Engineering, LLC 5401 Taylor Lane Fort Collins, CO80528 PH: (970) 988-7551 FAX: (970) 225-8942 Index to Drawinas SHEEP NUMBERAND NAME 1 - LANDSCAPE PLAN COVER SHEET 2 - OVERALL LANDSCAPE PLAN 3 - LOT 1 - SOUTH PAFNNG 4 - LOT 1 - SOUTH COURTYARD 5 - LOT 1 - MIDDLEAND NORTH COURTYARD 6 - LOT 1 - NORTH PAR)4NG LOT 7 -LOT 2-SOUTH 8 - LOT 2 - NORTH 9-LOT3 10-LOT4 11 - TREE M ITIGATION PLAN 12 - CLOMROverall 13 - CLOMRDetails 14 - Roodplain Current Effective 15 - Roodplain Proposed Condition SCALE 1 "=1500' Developer / Owner GaDstone Development Corporation 431 Office Park Drive Birmingham, AL35223 PH: (205) 414-6400 FAX: (205) 414-6405 Current Owners Johnson Investments, Inc. 126 West Harvard Street,Suite2 Fort Collins, 0080525 Kelly C. Brown 801 E Atkin Fort Collins, 0080524 PROECTNAME CHOICECENTER ,1SD PROAEECTNUMBER 2566 DATE 10/04/2011 SHEET: 1 OF 15 CALL 13EROREYOU DIG CALL UTILITY NOTIFICATION CENTER OFOOLOFADO 1-800-922-1987 or 8-1-1 CALL 2-BUSIN ESS DAYS IN ADVANCE BEFOFEYOU DIG, GRAD EOR EXCAVATE FOR THE MARKING OF UND83 13R7UND MEMBER UTILITIES Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 fax: 970 484 2443 C-171 Z6Z5 '7 = SPRING CREEK '77,71" m BUFFER WIDTH VARIESiE NIN n i,� ,k,M, - 1 1, ANY VOLUNTEER VEGETATION,LANDLOK 450 TRM SEE SHEET _771, �10� 1211 ft SUCH AS CAT TAILS, S BE 12 AND 13 FOR DETAILS AND REMOVED BY THE OWNERS • .UALLY .... EXTENTS kn 2 m REPRESENTATIVE SEMI-ANN Ilk ;K "ZI IN NATWE',' CD PRAIRIE Y�' N-11 1 11 1 1 "I'll %11 1 11 1 1 1�', I 7, m mix I% % 7777 1, 41b �,�N, NYN 0 V. C.9 J 0 0 RESTORE ALL DISTURBED AREAS OF GREEKSIDE PARK WITH THE RESTORATION MIX LISTED ON THIS SHEET l III II! I I PLANT NOTES CAR CATCHER TRAIL CONNECTION 7 7 Im 9 COLORADO AND SOUTHERN R.O.W MASON CORRIDOR OR R.O.W NATIVE DRAIRIE MIX BIKE PARKING SEAT WALL -J DRAINAGE SWALE LOT 1 TREE WELLS (TYP) 745 NATIVE MAIRIE mix BUILDING 1 4 LEVELS RESIDENTIAL 1. L- BOULDERS IRRIGATION (TYP) TAP - 4. 1' � M-760AMS NO m2m Nffrle��Mffml i:III� v WE 1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR #1 GRADE• I. BUILDING 2 5 LEVELS RESIDENTIAL 2. ALL TREES TO MEET CITY OF FORT COLLINS LAND USE CODE STANDARDS FOR SIZE. I PEDESTRIAN BIKE PARKING LOT 3 - -------- - LIGHT (TYP) 3. CONTRACTOR SHALL MAINTAIN ALL LANDSCAPING FOR A TWO YEAR PERIOD COMMENCING FROM DATE OF SHEET8 1 4,605 af SUBSTANTIAL COMPLETION. EXISTING RETAIL BUILDING 19139ac 2 LEVELS 4. CONTRACTOR TO MINIMIZE ALL DISTURBANCE TO NON -IMPACTED AREAS. ALL DISTURBED AREAS NOT i RECEIVING TURF SHALL BE RESEEDED WITH THE NATIVE PRAIRIE SEED MIX SPECIFIED ON THIS SHEET. I � 5'TURF PARKWAY I . I I I m Cl) BIKE PARKING (TYP) ... . . . . . . .. -------- SHEET 5. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION AS REQUIRED BY n n r n n n SITE CONDITIONS WITH APPROVAL OF OWNERS REPRESENTATIVE. OVERALL QUANTITY AND QUALITY TO BE I 3 LEVELS TIRE CENTER CONSISTENT WITH APPROVED PLANS. ftu RESIDENTIAL 1PARCEL NOT IN SCOPE OF WORK 6. THE IRRIGATION SYSTEM FOR LANDSCAPED AREAS SHALL BE REVIEWED AND APPROVED BY THE CITY OF j- 1 LEVEL RETAIL FORT COLLINS WATER UTILITIES. IRRIGATION PLANS TO BE REVIEWED AS PART OF THE CONSTRUCTION -- --- Uj --------------- PARKING SPACES 77-r ..... 40 t. PERMIT REVIEW PROCESS. THE IRRIGATION SYSTEM MUST BE INSTALLED ACCORDING TO APPROVED PLANS, ----- - ...... LIGHT (TYP) OR AN ACCEPTABLE FINANCIAL SECURITY DEPOSITED WITH THE CITY PRIOR TO ISSUANCE OF A CERTIFICATE LU LOT2 BIKE PARKIN OF OCCUPANCY. 48,783 Sf --------- ------ 7. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATED, POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS I 1.120 au TO BE IRRIGATED WITH A DRIP SYSTEM. ALL PERENNIAL BEDS TO BE IRRIGATED WITH XERI-POP SPRAY HEADS. NATIVE PRAIRIE MIX AND TRIM AREAS TO BE IRRIGATED UNTIL FULLY ESTABLISHED (SOD IS FORMED) AvI (MIN 1-3 YEARS). 8. STREET TREE LOCATIONS SHALL BE ADJUSTED TO ALLOW FOR A MINIMUM OF A 40' CLEARANCE TO STREET ... ..... ------- ... LIGHTS (15' MINIMUM IF THE TREE IS ORNAMENTAL) Ali 1 ,5 PROTECT PROTECT SIDEWALK 9. TREE LOCATIONS SHALL HAVE A MINIMUM SEPARATION OF 6' TO WATER OR SEWER SERVICE LINES AND 101 7"WI DE SIDEWALK EXISTING EXISTING 0`WlDE TURF AND TREE PARKWAY FROM WATER OR SEWER MAIN LINES. 1(r WIDE SHRUB AND TREE PARKWAY TREES (TYP) TREE ALONG COLLEGE AVENUE FRONTAGE ALONG COLLEGE AVENUE FRONTAGE 10. STREET TREE LOCATIONS SHALL HAVE A MINIMUM SEPARATION OF 4' BETWEEN GAS LINES. CZ7 COLLEGE AVENUE . . . ..... ... .. � ...... .... -, 11. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OR LANDSCAPE PLANTING. 12. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. MATERIALS 1. TURF: DROUGHT TOLERANT BLUE GRASS SOD BLEND OF 3 VARIETIES. SEED MIXES 2. MULCHES (SUBMIT SAMPLES FOR APPROVAL): 13. CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING SIGNAGE, OR OTHER PROTECTIVE 0 4" ORGANIC NATURAL BARK MULCH SHALL BE USED IN ALL SHRUB AND BEDS, EXCEPT IN SPRING CREEK BUFFER. DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER ON -SITE WORK HOURS. 0 4" ORGANIC CEDAR MULCH SHALL BE USED IN SPRING CREEK BUFFER PLANTING AS INDICATED ON SHEET 3. 0 4" TO 8" COBBLE MULCH SHALL BE USED ADJACENT TO BUILDING FOUNDATIONS AND IN PARKING ISLANDS. BACKFILL VOID SPACES WITH 14. IT IS THE CONTRACTORS RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FOR CONSTRUCTION 3/4" TO 1-1/2" WASHED COBBLE. PLACE OVER FILTER FABRIC, EXCEPT WHERE INDICATED IN SPRING CREEK BUFFER. OPERATIONS IN PUBLIC RIGHTS -OF -WAY. 0 POROUS LANDSCAPE DETENTION AREAS TO RECEIVE 18" OF AN 85% SAND AND 15% COMPOST MIX (SEE DRAINAGE AND EROSION CONTROL PLAN). PLACE BIODEGRADABLE JUTE MAT OVER ENTIRE SURFACE OF POROUS LANDSCAPE AREA AND ADJACENT SIDE 15. PRIOR TO INSTALLATION OF PLANT MATERIALS, THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS SLOPES - NO MULCH. AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL 0 CRUSHER FINES TO BE 4" THICK DECOMPOSED GRANITE OVER FILTER FABRIC. AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH 3. EDGING: OF SIX (6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST FOUR (4) CUBIC • ROLLED TOP STEEL EDGING TO BE PLACED IN ALL AREAS BETWEEN DISPARATE MULCH MATERIALS. EDGING BETWEEN TURF AND YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPED AREA. MULCH AREAS TO RECEIVE 6" CONCRETE CURBING. 4. LANDSCAPE BOULDERS: NAG C350 GEOWEB SEE SHEET 12 AND 13 FOR DETAILS AND 'p EXTENTS &CONCRETE WALK (TYP) NATIVE PRAIRIE MIX SEED % OF MI Y4 APPLICATION RATE LITTLE BLUE STEM ............ ........... DRILLED - 20LBSIPLSIACRE BLUE STEM BROADCAST - 40LBSIPLS/ACRE RESTORATION MIX - FROM PARKS DEPARTMENT - FOR "ALONG TRAILS" SEED % OF MIX BY WEIGHT APPLICATION RATE BUFFALO GRASS ........................................................... 66% ............. ........ . SEED AT A RATE OF SHEEP S FESCUE i-iik 2-3 1 PER 1000 SF BLUE GRAMMA 1 7% 16. A FREE TREE PERMIT MUST BE OBTAINED FROM THE CITY BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS • BOULDERS TO BE QUARRY SLAB BOULDERS ACQUIRED FROM LOCAL SOURCES. SIZES VARY, BUT SHOULD AVERAGE ABOUT 1 TON EACH. PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN PLACE BOULDERS ON 6" GRAVEL SETTING BED. HEIGHTS ABOVE ADJACENT GRADE TO VARY. LOCATE AND PLACE BOULDERS WITH POUROUS LANDSCAPE DETENTION MIX THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE APPROVAL FROM OWNERS REPRESENTATIVE. LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN REPLACING OR NOTES FOR FLOODWAY AND FLOODPLAIN RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 1. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN AND FLOODWAY ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF 17. THE DEVELOPER SHALL CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE THE CITY MUNICIPAL CODE. 2. NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY BEFORE, DURING OR AFTER CONSTRUCTION. COMPLETION OF EACH PHASE OF DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON 3. ALL ACTIVITIES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE APPROVED THROUGH A FLOODPLAIN USE PERMIT AND A NO RISE THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF CERTIFICATION. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED WITHOUT NO -RISE CERTIFICATIONS AND FEMA ELEVATION EACH PHASE. FAILURE TO OBTAIN APPROVAL BY THE CITY FORESTER FOR STREET TREES IN A PHASE SHALL CERTIFICATES. RESULT IN A HOLD CERTIFICATE OF OCCUPANCY FOR FUTURE PHASES OF THE DEVELOPMENT. 4. LANDSCAPE CHANGES IN THE FLOODPLAIN AND FLOODWAY MUST BE PRE APPROVED THROUGH FLOODPLAIN USE PERMIT AND A NO 18 EXISTING TREES SHOWN ON THIS PLAN ARE TO BE PROTECTED IN PLACE SEE THE TREE MITIGATION PLAN RISE CERTIFICATION. PILS per Ounces COMMON NAME SCIENTIFIC NAME Acre per Acre Sand bluestern Andropogion hallii 3.5 Sideoats Grama Bouteloua curtipendula 3 Indian Rice grass Oryzopisi hymenoides 3 Switchgrass Pancium virgaturn 4 Little bluestern Schizachyrium scoparium 3 Pasture sage Arlemisia fdgida 2 Blanket flower 2 a, Iardia_arl ist ata 8 Prairie Coneflower R�tITacolumnifera 4 5. ALL PROPOSED CONDITIONS DETERMINED BY CLOMR CASE NUMBER 09-08-0735R EFFECTIVE JANUARY 29,2010. FOR SPECIFIC PROTECTION REQUIREMENTS, ALL TREE TRIMMING AND REMOVAL IS TO BE PERFORMED BY A 6. PLACEMENT OF NEW VEGETATION IN THE FLOODWAY IN LOCATION OR OF A QUANTITY OR TYPE THAT IS DETERMINED TO LIKELY WATER USE AND MAINTENANCE TABLE LICENSED FORT COLLINS ARBORIST PER THE CITY OF FORT COLLINS LAND USE CODE. RESULT UPON MATURITY IN AN INCREASE IN BASE FLOOD ELEVATIONS PROHIBITED. NO -RISE CERTIFICATIONS IS REQUIRED FOR ALL 19. PROTECT ALL ROOTS THAT ARE ENCOUNTERED DURING SIDEWALK DEMOLITION AND CONSTRUCTION. SITE WORK INCLUDING LANDSCAPING WITHIN THE FLOODWAY. 7. THE FLOOD CONTROL CHANNEL MUST BE MAINTAINED IN ACCORDANCE WITH CLOMR CASE NUMBER 09-08-0735R. THE CHANNEL MAY 20. DO NOT REMOVE MORE THAN 3" OF SOIL WITHIN THE TREE PROTECTION ZONE IN ORDER TO LAY NEW SOD. BE MOWED SEASONALLY, BUT MUST MAINTAIN A MINIMUM HEIGHT OF 6 INCHES. 8. ALL AREAS RECEIVING TRM MUST BE IRRIGATED I ACCORDANCE WITH CLOMR CASE NUMBER 09-08-0735R. THE CHANNEL AND ALL TRM AREAS MUST BE IRRIGATED UNTIL ALL OF THE AREAS ARE FULLY ESTABLISHED (SOD IS FORMED) (MIN 1-3 YEARS). 21. BIKE RACKS TO BE PLACED ON POROUS PAVERS WITH A 6" CONCRETE BAND. 9. SEE SHEETS 12 AND 13 FOR MORE DETAILS OF THE FLOOD CONTROL CHANNEL. 100 Lot 2 Lot 3 Lot 4 9,866 680 1,998 2,327 30,314 5,901 3,767 4,897 7,578 1,475 942 1,224 89,214 - - - a or t I Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 Fax 970 484 2443 0,z� , kxv NATIVE 'RAIRI mix• 141 1,14 11 < 0 TRASH CAR CATCHER ENCLOSURE II SHE II L 2.177 SPACES GALL UTILITY NOTIFICATION J -1 L CENTER OF COLOPADO 1-800-922-1987 or 8-1 -1 CALL 2-BUSYNESS DAYS IN ADVANCE 1397FIFYOU DO, GRADECIREI(CAVATE FOR THE MARKING OFUNDInFlORCOUND MEMBERUTILFIFIES m, z m sl 7: 77 x7m4F R M, F7 Z7 7 FOR oW 16SPACES LOL LOT 47,944 sf z 1.101 ac EXISTING RETAIL BUILDING 'PROTECT 1 LEVEL EXISTING , RE --- ... SHEET 10 -------- �-7 BIKE PARKING LL1 39 SPACES PROTECT z EXISTING TREES 0 z 0� ti ... ..... . 0I - g� r WIDE SIDEWALK TURF AND TREE PARKWAY ALONG 0 ECT TO 0 COLLEGE AVENUE FRONTAGE CNN EXISTING r WIDE E ATTACHED SIDEWALK C1 0 r J W C: 0 40 20 0 40 80 6iiiE= W!E!T!!n SCALE 1 = 4-0' Preparedunder the direct p'or of: LANDSCAPE CONCEPT ADAPTATION TO SITE CONDITIONS TREE SPECIES SELECTED FOR OPEN, NATURAL AREAS REPRESENT TRADITIONAL, NATIVE AND LOCALLY ADAPTIVE SPECIES HISTORICALLY REPRESENTED WITHIN THE COLORADO PLAINS AND FOOTHILLS. SPECIES DIVERSITY THE LANDSCAPE PLAN CONSISTS OF NATIVE & NONNATIVE DROUGHT TOLERANT PLANT SPECIES. TREES HAVE BEEN CHOSEN FOR VISUAL CHARACTERISTICS, FORM AND WATER USE. AN EFFORT HAS BEEN MADE TO CREATE A MORE SUSTAINABLE LANDSCAPE PALETTE BY INCORPORATING TREES TOLERANT OF For and on behalf of Jm Sall Design DROUGHT CONDITIONS, POLLUTANTS, AND ARE RESISTANT TO BREAKAGE. PROPOSED PLANT MATERIALS THROUGHOUT THE SITE HAVE BEEN CHOSEN FOR LONGEVITY AND RESISTANCE TO DISEASE. HARDY PLANTS ADAPTED TO COLORADOS CLIMATIC CONDITIONS HAVE BEEN EMPHASIZED. EXISTING TREES ALONG Drawn E� BW COLLEGE AVENUE HAVE BEEN RETAINED. Checked By is SCALEIPATTERN IN APPROPRIATE AREAS, STREET TREE SPECIES HAVE BEEN CHOSEN TO ACHIEVE A SIGNIFICANT Date 10/04/2011 OVERSTORY CANOPY ABOVE THE STREETS. STREET TREES OF DIFFERING SIZES HAVE BEEN PLACED Pevision ADJACENT TO ONE ANOTHER TO PROVIDE INTEREST AND RHYTHM ALONG THE STREETSCAPE. TREES OF VARYING HEIGHT AND TEXTURE WILL PROVIDE INDIVIDUAL CHARACTER ALONG EACH STREET. .ID Project # 2566 LANDSCAPING ASSURANCES r- 1. ALL LANDSCAPING PROPOSED FOR INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE LANDSCAPE MATERIAL AND INSTALLATION FOR THE CURRENT PHASE PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. SHOT 2 OF 15 C-171 2625 NATIVE PRAIRIE X << SEED MIX f \ \ \ 33• \�•+. Ir T' \T\ '�'r \-� I}` T\ \ T \TC1 'fir 'ram ��\ "_'c \ —'\ �'—\ y�` PARKING LOT /' f%` "'y"Nvn LIGHT (TYP) 56 SW i/ f c \ IN 9 N.N AC G� J 7 RT i ;...;... 108 / SPACES / 5 CT \ ..;... ff / \ \ \ \ \ \ .....;,..;..... JJ LANDLOK 450 TRM SEE SHEET 12 J CO2 AND 13 FOR DETAILS AC SW COBBLE (TYP) — — — _ TRASH ENCLOSURE (TYP) \ ---------------------------- -----— — — — — — — — — - !f I 5 SP2 r � , / \\ t \ \ \ \ \ 5 RT2 ' x \ 78 SW ' 2 JJ i...:.. 28 THIS SHRUB BED ONLY, USE SHREDDED2 1 AC AR MULCH ALL OTHER BEDS TO ^ RECEIVE STANDARD MULCH 8 CF2 1 5' COBBLE BUFFER SEE SECTION DETAIL ON SHEET 15 l..i...i.:. NO FILTER FABRIC UNDER COBBLE IN BUFFER ONLY COBBLE (T \ NATIVE PRAIRIE' \ %` SEED MIX � J I 5 RT2 I 1 ,'. i...i... w \ \ \ \ \ \ \ \ r J ASPHALT PARKING LOT .................................. r 100, SPRING CREEK BUFFER 2QM 2 JJ SPRING CREEK � °�' 4 RA ' i. f 1 BUFFER LANDSCAPING ... ........ \.. PARKING LOT . ,fx.t. \ LIGHT (TYP) \\ \\ \\ � 11 RT m� ......, t 6 CF2—_-- ;\\�\;p1\\`5CT I \ \\<\\\\\ \\ ::. .......................... PM2 \ 44 ..... ;\ \ \: N II I E I — — — — — — — — — — — — — — — — — — — — JJ 4 V7 a ..,. ... .. .. ....... ....._.................................___--- ._._ ................._._. ....... .... .... ....... ....._.._ ... ...._.....__.__.................................... � ,. ._......._........ ........... \ I,. 0 77 C T, -Hill.............................. �IJ }. • • ' -+ 10 5 0 10 20 `, : , Y.< "�A`.�...............Gq. , �,J:\..,.......__tJ:Y..._.........'.J lie.....,..........'i:T'........,..... , SCALE 1' = 10' x I i _ KEY MAP 0 D a m ■ v (n J) Z Z Q Q m m 1 ,TURF 1 .� 10 t MATCHLINE SHEET 3 ee MATCHLINE SHEET 7 Landscape Architecture, Engineering, & Planning 153 West Mountain Ave. Fort Collins, 0080524 970 484 1921 Fax 970 484 2443 CALL UTILITY NOTIFICATION CENTER OF ODLOFADO 1-800-922-1987 or 8-1-1 CALL 2-BJSINESS DAYS IN ADVANCE BSZ7EYOU DIG, GRADEORD(CAVATE FOR THE MARKING OFUNDEIGROUND MEMBER UTILITIES 8 QC V^ L.L Prepared by or under the direct supervlson of: For and on behalf of Jim Sell Design Drawn By BW Checked Is Date 10/04/2011 Revision JSD Project # 2566 sHEE-r 3 of 15 C-171 2625