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Home My WebLink AboutCENTRE AVENUE EXTENSION - Filed P-PROJECTS - 2009-08-28ROADWAY PLANS FOR COLORADO STATE UNIVERSITY RESEARCH FOUNDATION VICINITY MAP NOT TO SCALE W LAKE ST i PROSPECT CT W PROSPECT ROAD w .p BALSAM LA N ~� HOBBIT AVE JUNIPER LA m Q BA R F a PAK R BIRKY PL SHEELY DR v^ WALLENBERG DR 8 � � a JOHNSON W Q A DR z W = H f NARTHUR DR v7 SHIRE CT i6 W KN S IL PROJECT w I WORTHINGTON W LOCATION > CIR Q CENTER AVENUE *iF W (v rp�Sf9� O YALE 99 cy + 9 U W DRAKE ROAD WAGON WHEEL DR WINCHESTER DR DAVIDSON DR W THUNDER c� 3 0 0 0 0 0 0 N w a z CD 3- 0 JANUARY 1999 GENERAL NOTES 1. ALL STREET, SANITARY SEWER, STORM SEWER AND WATER 10. DEVELOPER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS ALL SWALES, FOR A MINIMUM OF 2 YEARS AND UNTIL THEY ARE STANDARDS AND SPECIFICATIONS CURRENT TO DATE OF APPROVAL OF DEEMED TO BE ESTABLISHED AND ACCEPTED BY THE CITY OF FORT COLLINS. THESE PLANS. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE APPROVAL OF THESE PLANS SHALL REQUIRE RE-EXAMINATION OF THE 11. THE DESIGN OF THESE PLANS CONFORMS TO THE CITY OF FORT COLLINS PLANS BY THE DIRECTOR OF ENGINEERING, WHO MAY REQUIRE THAT REQUIREMENTS FOR SPECIFICATION AND CRITERIA. THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. ALL WORK ON OR AROUND THE FORT COLLINS 12. IF DEWATERING IS USED TO INSTALL UTILITIES THEN A STATE CONSTRUCTION - LOVELAND WATER DISTRICT WATERLINES SHALL CONFORM TO THE DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DISCHARGE DISTRICT'S MOST CURRENT STANDARDS AND SPECIFICATIONS. INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF 2. STREET PAVING SHALL NOT START UNTIL THE SOILS REPORT AND THE UNITED STATES. PAVEMENT DESIGN ARE APPROVED BY THE DIRECTOR OF ENGINEERING 13. NO RUNOFF FROM CENTRE AVENUE IS PERMITTED TO ENTER ANY OF THE AND SUBGRADE COMPACTION TESTS ARE TAKEN AND APPROVED. DITCHES. ALL RUNOFF FROM CENTRE AVENUE MUST BE CONVEYED 3. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND ULTIMATELY TO SPRING CREEK. UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL 14. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE OF COLORADO BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE CONSTRUCTION ACTIVITY". FOR INFORMATION, PLEASE CONTACT COLORADO ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD-PE-BZ, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530 UNDERGROUND UTILITIES. ATTENTION: PERMITS AND ENFORCEMENT SECTION, PHONE: (303) 692-3590 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR 15. ALL RECOMMENDATIONS OF THE SOILS AND GEOLOGY REPORT SHALL BE SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY AND COMPLIED WITH. THE FORT COLLINS-LOVELAND WATER DISTRICT, AS A BENEFICIARY OF SAID ENGINEERS WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED 16. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY, CERTIFICATION IN THESE PLANS, AND APPROVAL OF THE PLANS BY THE CITY OR THE OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE DISTRICT ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS SUBMITTED TO AND APPROVED BY THE STORM WATER UTILITY. PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. 17. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS FOR THE EXISTING SPRING CREEK 5. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE BIKE PATH DURING CONSTRUCTION. COORDINATE PHASING WITH CITY OF FORT COLLINS RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL PARK PLANNING (221-6366). SEE CENTRE AVENUE PLAN VIEW AT SHERWOOD CONDITION. THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE LATERAL CROSSING. CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT 18. CONTRACTOR SHALL COORDINATE EXISTING OVERHEAD ELECTRIC RELOCATION WITH COLLINS STREET REPAIR STANDARDS, THE FINISHED PATCH SHALL CITY OF FORT COLLINS LIGHT AND POWER (221-6700). RELOCATION WILL BE PERFORMED BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES BY THE CITY. SEE CENTRE AVENUE PLAN VIEW AT SPRING CREEK CROSSING. SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT ISMADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. 19. ALL RECOMMENDATIONS OF THE "FINAL DRAINAGE AND EROSION CONTROL STUDY" FOR THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE CENTRE AVENUE EXTENSION BY THE SEAR -BROWN GROUP AND "THE HYDRAULIC EVALUATION BY THE DIRECTOR OF ENGINEERING. AND DESIGN OF THE CENTRE AVENUE BRIDGE AT SPRING CREEK, FORT COLLINS, COLORADO" BY LIDSTONE & ANDERSON INC. SHALL BE COMPLIED WITH. 6. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES O COORDINATE SCHEDULES, AND 20. PUBLIC SERVICE COMPANY WILL INSTALL A NEW GAS LINE TO THE PROPOSED GSA CONTACT THE CITY FORESTER TOO SCHEDULE A SIZE INSPECTION SITE WITHIN THE DESIGNATED UTILITY EASEMENT. THE CONTRACTOR SHALL COORDINATE FOR ANY TREE REMOVAL REQUIRING A PERMIT. THIS INSTALLATION WITH RICK TRAYNOR (PSCO-PLANNER: 970-225-7827) 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL 21. EXISTING GAS LINES ARE PRESENT AT APPROXIMATE STATIONS 12+50 AND 47+00. GIVE THE CITY ENGINEERING DEPARTMENT (221-6605) AND CITY EROSION EXISTING GAS LINES MAY REQUIRE ELEVATION ADJUSTMENTS FOR PROPOSED STORM CONTROL INSPECTOR (221-6700) TWENTY-FOUR (24) HOURS ADVANCE NOTICE. SEWER, WATER, AND ROAD IMPROVEMENTS. CONTRACTOR SHALL COORDINATE CROSSINGS WITH RICK TRAYNOR (PSCO-PLANNER: 970-225-7827) 8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL EFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE 22. CITY OF FORT COLLINS LIGHT AND POWER WILL INSTALL CONDUIT, CABLE, AND STREET CITY OF FORT COLLINS STREETS DIVISION, WHO WILL TEMPORARILY LIGHTS ALONG THE PROPOSED CENTRE AVENUE AND THE SPRING CREEK STRUCTURE. REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; THE CONTRACTOR SHALL COORDINATE THESE INSTALLATIONS WITH DOUG MARTINE HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE OR BRUCE VOGEL (LIGHT AND POWER: 970-221-6700) CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 23. DURING CONSTRUCTION, THE BIKE PATH WILL BE CLOSED DURING THE WEEK AT COLLEGE AND SHEILDS, WITH TRAFFIC DETOURED TO THE SIDEWALKS AT DRAKE AND PROSPECT. 9. ALL EXISTING PUBLIC CONCRETE CURB, GUTTER & SIDEWALK DAMAGED DURING THE BIKE TRAIL WILL BE OPENED ON ALL WEEKENDS. CONSTRUCTION SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 24. ALL ROADWAY EMBANKMENTS ARE GRADED AT 4:1 SLOPES EXCEPT AS OTHERWISE NOTED. SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 KEYMAP, LEGEND, AND ABBREVIATIONS 3 RIGHT—OF—WAY EXHIBIT 4-7 GRADING, DRAINAGE, AND EROSION CONTROL PLAN 8-12 ROADWAY PLAN AND PROFILE 13-15 SIGNING AND STRIPING PLAN 16 INTERSECTION AND DRIVEWAY PLANS 17-21 ROADWAY CROSS SECTIONS 22-23 LARIMER NO.2 PLAN AND PROFILE, BOX CULVERT 24 SHERWOOD LATERAL PLAN AND PROFILE, BOX CULVERT 25 ARTHUR DITCH PLAN AND PROFILE, BOX CULVERT 26-26B LARIMER/SHERWOOD BOX CULVERT ELEVATIONS 27-27A ARTHUR BOX CULVERT ELEVATIONS 28-28A BOX CULVERT STRUCTURAL SECTIONS 29 BOX CULVERT STRUCTURAL SECTIONS & DETAILS 30 HANDRAIL DETAILS 31 SPRING CREEK PLAN, BOX CULVERT, AND BIKE PATH 32-32A SPRING CREEK BOX CULVERT ELEVATION 33 SPRING CREEK BOX CULVERT STRUCTURAL SECTIONS 34 SPRING CREEK BOX CULVERT STRUCTURAL DETAILS 35-38 STORM SEWER PLAN AND PROFILE 39-43 WATER LINE PLAN AND PROFILE 44-46 SANITARY SEWER PLAN AND PROFILE 47 ROADWAY DETAILS AND TYPICAL SECTION 48-49 STORM SEWER DETAILS 50 WATER LINE DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR 534=6700 NANERRO CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITES. City of Fort Collins, Colorado I APPROVE[ CHECKED ICHECKED Date CHECKED BY: C4=g- ,P :'ms?., e Z- 9 9 Parks Recreation Date CHECKED BY: CHECKED BY: Date Date mmm �a T � < UUFW hl WN OJ FAQ W�- V _ 3 = y3O�_ aU = Ooi2 FSC]�yF VO� Q ; Q CN LL'ttl'CW Q� p z C.d � �`j`Lda6� wv_i a: aLS ZN�3wz3>==F ow9=o�a W UiUw ZK2 =JxF ¢ Q TUL-� tUA F aoaQaw��tt� zoo w �?aodzxo.00 � 02 (�(�� M O m 0 Gr o � CID wdo m 0� m ^ F O rw'`) Y n cGOH� 1!J 0 U Lu W W Cj o' U u_ w a 01 z O pw U F PROJECT NO. 120- 030 DRAWING NO. 1 5010 5000 W z J U H n 14990 a co vL I W LY X LD r; o 007 "' 41 Cj SOUTH GSA ENTRANCE RT FL STA 28+55.10 PROPOSED STREET INTERSECTION AND PEDESTRIAN RAMP r VI['�TIAII� [`n n1A1/� /fin rrl/ nll/r nATu NORTH GSA ENTRANCE SCALE: HORIZ. 1"=50' VERT. 1"=5' LEFT FLOWLINE 4 90y \ O O La W oE LJ > W J � 0 O a- U OLJ X 0 m -0.60 , VPI STA = 27+ 7.77 A.D. = 4.3 ' 1 K = 93.04 - 400.00' VC 1 ' 1 n O r n O n r� 0 N + rj O Q H J Ld N N Q J W U > > N ~ H d > 00 N O r� rad " O O n 0 00 O� N d. O M Lr) 't n 00 M u7 O M N 0 M 0) 0 M cD O M M . O O 0 O M 0- d' 0 O� M^ 00 00 0� 00 0)4 00 4017 00 r,r"i 00 0r7 00 Lo(V 00 LoN 00 (0N 00 00 o 0o u7 00 r0 � 00 0 Ln 00 � 0O r0 1n 00 rf) � °)0 � � 0o V) It O10 rr1 It 00 to It 00 rl) � °)0 r0 4 t0 It LO r0 L0 25+00 0 24+92.77 26+00 27+00 f4IIZi 29+00 30+00 31+00 SCALE 1"=50' 0 50 100 150 zoo NOTES: 1. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 3. SEE SHEETS 44-46 FOR SANITARY SEWER. 5 5 U 2 3 a s 4 0 n n t 31+92.77 25+07.23 PROFILE FOR DRIVEWAY GRADING SEE SHEET 16 RIGHT FLOWLINE 26+00 Current Point Coordinate Listing For Northing Easting Roadway Centerline Description 100 3733.1029 9212.42 0 CL PC=10+01.1 101 3830.888 9355.99 4 CL STA 11+75 102 3912.270 9451.08 6 CL PT=13+00.2 103 4027.2542 9573.55 3 CL PC=14+68.1 104 4302.958 9742.13 6 CL PT=17+95.2 105 4471.889 9790.84 2 CL PC=19+71.0 106 4717.6751 9929.691 2 CL PT=22+55.9 107 5534.393 10687.1 83 CL PC=33+69.8 108 6366.2462 10899.9 30 CL PT=42+64.9 109 6800.980 10790.4 98 CL PC=47+13.2 110 6957.483 10771.9 28 CL PT=48+71.2 111 7136.229 10774.1 52 CL STA 50+50 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 200 3754.6221 9199.6961 LT FL PC=10+01.1 201 3850.6137 9340.6327 LT FL STA 11+71.8 202 3930.4961 9433.9725 LT FL PT=12+94.7 203 4045.4799 9556.4392 LT FL PC=14+62.6 204 4309.8850 9718.1162 LT FL PT=17+76.3 205 4478.8158 9766.8259 LT FL PC=19+52.1 206 4734.6755 9911.3685 LT FL PT=22+48.7 207 5551.3933 10668.7776 LT FL PC=33+62.5 208 6360.1388 10875.6904 LT FL PT=42+32.8 209 6794.8726 10766.1E 3 LT FL PC=46+81.1 210 6957.7898 10746.9747 LT FL PT=48+45.6 211 7136.5362 10749.1670 LT FL STA 50+24.3 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 300 3711.5837 9225.145 RT FL PC=10+01.1 301 3811.1704 9371.361 RT FL STA 11+78.2 302 3894.0447 9468.1961 RT FL PT=13+05.7 303 4009.0285 9590.663 RT FL PC=14+73.6 304 4296.0323 9766.158 RT FL PT=18+14.1 305 4464.9631 9814.8681 RT FL PC=19+89.9 306 4700.6764 9948.029m RT FL PT=22+63.1 307 5517.3941 10705.439 RT FL PC=33+77.0 308 6372.353 10924.175 RT FL PT=42+96.9 309 6807.0675 10814.652 RT FL PC=47+45.3 310 6957.17E 10796.970 RT FL PT=48+96.8 311 7135.9230 10799.163 RT FL STA 50+75.6 EX-C 0.00, 299.03 150.12' 298.43 N53'06'14 E 12'35'53' C-1 610.00 327.07 167.57' 323.16' N31'26'41 E 30-43.14" C-2 610.00' 284.88' 145.09' 282.30 N29'27 48 E 26'45'28 C-3 900.00' 895.08 488.48' 858.65' N14'21'03 E 56'58'57 C-4 610.00 158.03' 79.46 157.59' 706'43 08 W 14'50 35" FL-RT-EX 1385.00 304.53 152.88 303.92 N53'06 14 E 12'35 53 FL-RT-C1 635.00 340.47 174.43 336.41' N31'2641'E 30'4314 FL-RT-C2 585.00' 273.20' 139.14' 270.73 N29'27 48 E 26'45'28 FL-RT-C3 925.00 919.94' 502.05 882.50' N14'21'03E 56'58'57" FL-RT-C4 585.00 151.55' 76.20 151.13' 756'43 08' W 14'5 335 FL -LT -EX 1335.00 293.54' 147.3E 292.95' N53'06 14 E 12'35 53" FL-LT-Cl 585.00 313.6E 160.70 309.92 N31'26'41 E 30'4314 '" FL-LT-C2 635.00 296.55 151.03 2 33.87 N29'27 48 E -2-6'45'28 FL-LT-C3 875.00' 870.22 474.91' 834 79 N14'21 03 E 56'58'57 FL-LT-C4 635.00'1 164.50' 82.71' 164.04' N06'43'08 W 14'50'35" 27+00 28+00 29+00 30+00 City of Fort Collins, Colorado UT APPROVAL APPROVED: �r�o zorsfqf Directdr of Engineering Date CHECKED BY: AA� 1 31.9A Water & Wastewa er Utilit-Da�tep CHECKED BY: �'Q Stormwater Utility Date CHECKED BY: 9 Parks k Recreation Date CHECKED BY: CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 DR 534-6700 INET ERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED BY SHERWOOD IRRIGATION COMPANY THIS ----- OF ��r�1998 31+00 5010 5000 W z J F- 4990 32+00 32+07.23 0. > C,;D W WW�m WO n 'U W1 m U" o6 60z<Qaz o9 <7mjwLoW Z F <WTomWmrc xI=a zawDz�6 05aww'F ,V'. Z FWDW 1' WK=F06 CQ a'J'W�OF 9 8�a6�>a ZOO. W6 P.� 0 5 oulwUcliwNota 0w agPwy1x1aII'=3ZZFo' NKW�UFa TUFHV, 1l1 F' �aoaaa? o a`zio J a a a 0 � am W 0 4 z N Q 0 _ �'E W W W z 0 a a Z a Z W r M Q N �¢ Z� 0 Y 0 ZE d a m Of II EL EL CA 0 1 Ar z O O cc W H O w O U W => z rn W Z > Q J 0 W cc H h- Z CC kq W O Q U LL o_ a W J cc a 0 z Q z Q J d $ Q m < o � 0 Q W O Ld cr F L PROJECT NO. 120-030 DRAWING NO. 10 C -3 17311 SCALE: HORIZ. 1"=50' VERT. 1"=5' LEFT FLOWLINE 611 I • knoLf DATUM! AWV 4985.00 31+92.77 32+00 RIGHT FLOWLINE 5000 W J U SCALE 1"=50' 0 s0 IN 150 200 NOTES: 1. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER. 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 3. SEE SHEETS 44-46 FOR SANITARY SEWER. VPI STA = 35+66.94 \/DI CI C\/ - AOOr 77 AD. = 1.08 = 120.81 Lo 00 N LO -0.60% 1 0.00' VC N + O 0) O) -1. u > F J w -0.48% aN > > 0.46% n _______ ______ m M M + n • \ / ------- r9 ----- -- _______ ____ _______ --- ---- 00)) --- - - -- - -- _- ¢LJ H W W J W Z in I m > (L ELa > > LL > > O U . M O M c0 O 00 a0 00 � p � � N M M u) `t c0 n 00 •^ 00 00 O t0 � N M O 00 O 000 't � O O `- (0 M O N � O n 00 r M c (0CD � n 00 d' O N M O 00 N6 00 Np 00 NC6 O� N� O0) 04 00 00) CD 0)O (6OC6 O� O� 00) O0) u7 �� •� �0) 04 O0) O4 00) O4 mp C)4 0)� O� 00) O O O O O 0 0 O) O m 0) m 0) O O m 0) O) 0) 0) O) �0) 0) 't 0)0) 0) d' 0) 0) 0) O m 0 O O O d) 0) 33+00 34+00 35+00 36+00 37+00 38+00 t& eC 40+00 4990 41+00 41+69.71 VPI STA = 5+93.07 `.' N -0.60% VPI ELEV = 4996.72 `^° u� 4 A.D. = 1.05 0+ 0) K = 12 .02 `t _ 1 > C w J W � d > 0.45% \ I � / U 17 N� +0 ------- ----- 00 Q OM N O U') N � O) \ r______ _0_-__ _-_-_-- _____ -_ ______________ _______ _______ ` - -- - - -- - O II M `t ct F- �J --- O QUj J I-w I.- W W 0_Z d (n rn U F- H 03 a �> > > oU (N- 00 c0M co Go NN M O p)^ 0)N O0) NN M La) 00 LnM � ^� N O 0)00 r� 0)10 L0 00N M O)0) �� O 00 t NM � L0 On M� 0) N� O 0) N p 0) O N� O 0) .00 0) •� O 0) N D7 0) ri OC6 O 0) O 0) 0) c0 O(6 0) 0) O 0) (7 O 0) 0) L6 OICI 0) O 0) 0) u7 O� 0) O4 0) 0) 04 0) O O 0) c0 1 O m a0 �: O� 0) O m d'IA p m p m l0 O O) L0 rn 0) d 0) m ,d. d' O O It O O O 0) 0) 0) �t 0) O m p 0) et <t 0) O O d' OI m d 0) 0 O O 0) d 0) 0) m .� '7 01 p O) O) O) 0) O) Q> 0) 0) O �t ,� 32+07.23 33+00 34+00 35+00 K-Imere, 37+00 PROFILE 38+00 00M• 40+00 41 +00 5000 4990 42+00 42+30.29 City of Fort Collins, Colorado UTI��IWPROVAL APPROVED: ?V Directol of Engineering Date CHECKED BY: N& 1 Water & Wastew er Utilit Date CHECKED BY: Stormwater Utility Date CHECKED BY: A'A 2.7-y9 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 DENVERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Current Point Coordinate Listing For Northing Easting Roadway Centerline Description 100 3733.102 9212.92 0 CL PC=10+01.1 101 3830.8886 9355.99 4 CL STA 11+75 102 3912.270 9451.08 6 CL PT=13+00.2 103 4027.259 9573.55 3 CL PC=14+68.1 104 4302.958 9742.13 6 CL PT-17+95.2 105 4471.889 9790.84 2 CL PC=19+71.0 106 4717.675 9929.69 2 CL PT=22+55.9 107 5"4.393 10687.1 83 CL PC=33+69.8 108 6366246 10899.9 30 CL PT=42+64.9 109 6800.980 10790.4 98 CL PC=47+13 110 6957.483 10771.9 28 LPT48+7.2 2 111 7136.229 10774.1 52 CL STA 50+50 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 200 3754.6221 9199.6961 LT FL PC=10+01.1 201 3850.6137 9340.6327 LT FL STA 11+71.8 202 3930.4961 9433.9725 LT FL PT=12+94.7 203 4045.4799 9556.4392 LT FL PC=14+62.6 204 4309.8650 9718.1162 LT FL PT=17+76.3 205 4478.8158 9766.8259 LT FL PC=19+52.1 206 4734.6755 9911.3685 LT FL PT=22+48.7 207 5551.3933 10668.7776 LT FL PC=33+62.5 208 6360.1388 10875.69 4 LT FL PT=42+32.8 209 6794.8726 10766.1673 LT FL PC=46+81.1 210 6957.7898 1074 6. 97 7 LT FL PT=98+45.6 211 7136.5362 1074 9.16 0 LT FL STA 50+24.3 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 300 3711.583 9225.145 RT FL PC=10+01.1 301 3811.1704 9371.361 RT FL STA 11+78.2 302 3894.044 7 94 68.1961 RT FL PT=13+05.7 303 4009.0285 9590.663 RT FL PC-14+73.6 304 4296.032 3 9766.158 RT FL PT=18+14.1 305 4464.9631 9814.8681 RT FL PC=19+89.9 306 4700.6764 9948.029 RT FL PT=22+63.1 307 5517.3941 10705.439 RT FL PC=33+77.0 308 6372.3537 10924.175 RT FL PT=42+96.9 309 6807.0875 10814.652 RT FL PC=47+45.3 310 6957.1765 10796.970 RT FL PT=48+96.8 311 7135.923 10799.163 RT FL STA 50+75.6 CURVE LENGTH T150. CHORD T EX-C 1360.00 299.03 12 298.43 N53'O6 14 E 12'35 53 C-1 610.00' 327.07 167.57' 323.16 N31'26 41 E 30'43 14 C-2 610.00' 284.88 145.09 282.30 N29'27 48 E 26'45'28 C-3 900.00 895.08 488.48 858.65 N14"21'03 E 56' 88'57 C-4 610.00 158.03 79.46' 157.59 o-6 43 08 W 14'50 35 FL-RT-EX 1385.00' 304.53' 152.88' 303.92 N53.06 14 E 12'35 53 FL-RT-C1 635.00' 340.47' 174.43' 336.41' N31'26 41 E 30.43 14 FL-RT-C2 585.00' 273.20 139.14 270.73 N29'27 48 E 26'45 28 FL-RT-C3 925.00' 919.94 502.05 882.50' N14'21'03 E 56'58'57 FL-RT-C4 585.00 151.55' 76.20 151.13' N06'43'08 W 14'50'35 FL -LT -EX 1335.00' 293.54 147.36 292.95 N53'06'14 E 12'35 53 FL-1-T- C1 585.00 313.66 160.70 309.92 N31'26'41 E 30'43 14 FL-LT-C2 635.00 296.55 151.03 293.87' N29'27 48 E 26'45'28 FL-LT-C3 875.00 870.22 474.91 834.79 N14'2103"E 56'58'57" FL-LT-C4 635.00 164.50 6-2 71' 164.04 906'43 08 W 7750'35 Poo I. a > a0o� >W gWg � miL QiO Z��"�W OWy�1U41 3 W ~CS ' 006z8aCA"� OO Z � E„a �Mooz a aWwmrc� m. N WNW ix Q <65io �rcwza� Z F�JyZ��i�LL Q W F W z iF-Zza2UZg 20Z-2 naN QOwi6 JJUoLLNZ Xa_ w�z8wwma'a0OQaOL UW OQzza OF a a a 0 W am w cs = ¢ - Q D N 0 x E it w w 4i z Q w a� o � > �o �� m Zm¢ 0Y � M a 3m �, a II a� aN aJ 0� (n Z o O o W too O CQ to dill a spQa O.]UN wCQ V In wdo U30U I rmd mF mF.o 1• or Z 0 Q Z Q W cc W p U W z Z W Z > J O W () F- F Z CC w W Q 'o U LL. w a PROJECT NO. 120-030 DRAWING NO. 11 STA 57+09 TO STA 42+43.40 TAPER GRASS SLOPE FROM 2% to 4:1 (AT (E STA 40+50) BACK TO 2% TO MAINTAIN TOP OF WALK ® 4996.00 CONTRACTOR SHALL COORDINATE EXISTING OVERHEAD ELECTRIC RELOCATION WITHIN CITY LIGHT AND POWER (221-6700). RELOCATION BY CITY - 501 SCALE: HORIZ. 1 "=50' VERT. 1 "=5' LEFT FLOWLINE RIGHT FLOWLINE SEE SHEETS 25 & 31 FOR DETAILED GRADING REFERENCE SHEET 31 FOR OF ARTHUR DITCH AND SPRING CREEK CULVERT SPRING CREEK CROSSINGS CLASS 12 RIPRAP FOR MORE INFORMATION SE DSTONE E LI & 1 \ANDERSON REPORT I »R 4ND SHEETS 31 & 34 \ .t 1 \ \ PROPOSED BIKE P \ �ti7t r' PA 8Y OTHERS FOR DRIVEWAY GRADING REMOVE EXISTING SEE SHEET 16 FENCE WITHIN GRADING LIMITS HORTICULTURE () 0 GREENHOUSE --� N, U` / M ' + a 1Q r PROPOSED TW P CAL SECTION RE: 0 / 3 •. 6k _ Lo ll \ EItI us�WnLL .. 24" p P c '- C \ FOR BIKE RAMP DESIGN 0yo �m \ -In9`\ REFERENCE SHEET 31 QP� A` a W of 5000 + vt W z_ J 0.46% U F- 4990 -------------------------------------- 42+00 41 +69.71 43+00 g i7 G 44+00 D; LLI U X O m 0.65% 45+00 46+00 = r -LT-C4 !r \ F=1 I l j I� p �I W I I SCALE 1" =50' / ' 0 50 IN 150 Z I � I I Q I fn i s � I m C-4 + \ FL-RT-C4 a GAS LINE MAY REMOVE AND REQUIRE ELEVATION DISPOSE OF ADJUSTMENT EXISTING WOOD FOR PROPOSED SHED 1� IMPROVEMENTS. COORDINATE WITH RICK TRAYNOR (PSCO: 970-225-7827) FOR DRIVEWAY GRADING SEE SHEET 16 PLAN VPI STA = 46+93.39 VPI ELEV = 499EL22 A.D. = 1.77 K = 169.18 300.00' VC i I� 47+00 O LI J 9 ' I I --I ----- ------------------------ J Q- ---------- I l 6---£--------- EXISTIN 16'• �R O � I G .. .. t -H I - N 4 o"E CENTER AV�. r- _ _ _ _ _ _ _ _ _ _ II \\\= STA 50+15 END PROJECT 1i1 STA 49+75 END CONSTRUCTION \\ `\ BAY STREET SEE ENLARGED PLAN VIEW SHEET 16 NOTES: 1. SEE SHEETS 35-38 FOR \ V / r / r } } I r } / I F� I } I 0 t- of z ~ O w W M J O0 U O�00 Io Q X rrnd_K M 0) 48+00 Q, o 49+00 HOLIDAY INN STA 49+00 CL CENTRE AVE L STA 12+00 ARTHUR DITCH REALIGNMENT. FOR ARTHUR DITCH REALIGNMENT PLAN REFERENCE SHEET 25 CL STA 48+50 PROPOSED DRIVEWAY ENTRANCE BOTH SIDES (TYP) RE: G 5010 BAY STREET O U 0 2 W 50+00 51 +00 42+30.29 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 PROFILE 4990 5010 4990 PROPOSED STORM SEWER. 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 3. SEE SHEETS 44-46 FOR SANITARY SEWER. City of Fort Collins, Colorado UTI PROVAL • 2_8-jq APPROVED: Director 10f Engineering Date CHECKED BY: f4A Wat(eer�& Utility Date CHECKED BY: �Wastewater _•�?' ��iL� =1p Q� Stormwater Utility Date CHECKED BY: 2--Z- y5 Parks c He6r ation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 on 534-6700DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND LE BER UTILITIES. APPROVED BY ARTHUR IRRIGATION COMPANY THIS 9 5�_ 7y OF .i[��y 1998 BY = I -- Current Coordinate Listing For Roadway Centerline Point Northing Easting Description 100 3733.1029 9212.4210 CL PC=10+01.17 101 3830.8886 9355.9924 CL STA 11+75 102 3912.2704 9451.0846 CL PT=13+00.21 103 4027.2542 9573.5513 CL PC=14+68.19 104 4302.958/ 9742.13/6 CL PT=17+95.26 105 4471.8894 9790.8472 CL PC=19+71.07 106 4717.6'/59 9929.6992 CL PT=22+55.95 107 5534.3937 10687.1083 CL PC=33+69.81 108 6366-2462 10899.9330 CL PT-42+64.90 109 6800.9801 10790.4098 CL PC--47+13.21 110 6951.4832 10'/71.9'/28 CL PT=48+'11.24 111 7136.2296 10774.1652 CL STA 50+50 Current Coordinate Point Northing Listing For Easting Roadway Centerline Description 200 3754.6221 9199.6961 LT FL PC=10+01.17 201 3850.6137 9340.6327 LT FL STA 11+71.81 202 3930.4961 9433.9725 LT FL PT=12+94.71 203 4045.4799 9556.4392 LT FL PC=14+62.69 204 4309.8850 9718.1162 LT FL PT=17+76.36 205 4478.8158 9766.8259 LT FL PC=19+52.17 206 4734.6755 9911.3685 LT FL PT=22+48.72 207 5551.3933 10668.7776 LT FL PC=33+62.59 208 6360.1388 10875.6904 LT FL PT=42+32.81 209 6794.8726 10766.1673 LT FL PC=46+61.12 210 6957.7898 10746.9747 LT FL PT=48+45.63 211 7136.5362 10749.1670 LT FL STA 50+24.39 Current Point Coordinate Northing Listing For Easting Roadway Centerline Description 300 3711.5837 9225.1458 RT FL PC-10+01.17 301 3811.1704 9371.3610 RT FL STA 11+78.20 302 3894.0447 9468.1966 RT FL PT-13+C5.70 303 4009.0285 9590.6634 RT FL PC=14+73.69 304 1296.0323 9766.1589 RT FL PT-18+14.16 305 4464.9631 9814.8686 RT FL PC=19+89.97 306 1700.6764 9948.0299 RT FL PT-22+63.17 307 5517.3941 10705.4390 RT FL PC=33+77.04 308 6372.3537 10924.1755 RT FL PT=42+96.98 309 6807.0875 10814.6523 RT FL PC=47+45.30 310 6957.1765 10796.9709 RT FL PT=48+96.85 311 7135.9230 10799.1633 RT FL STA 50+75.61 CURVE EX-C 1360.00 299.03 150.12 298.43 N53'06 14 E 12435 53 C-1 610.00' 32707 323.16 N'3126 41 E SO'43 14 C-2 610.00 284.88 145.09' 282.30 N29'27 48 E 26'45 28' C-3 900,00 895.08 488 48 858.65 N14'21 03 E 5'6 58 57 C-4 610.00 158.03 79.46 157.59 NO6'43 08 W 14'56 35 FL-RT-EX 1385.00 304.53 152.88 303.92 N53'06 14 E 12'35 53 FL-RT-C1 635.00 340.47 174.43 336.41 N31'26 41 E 30'4314 FL-RT-C2 1 585.00 273.20 139.14 270 73 N29'27 48 E 26'45 28 FL-RT-C3 925.5 919.94 502.05 882.50 N14'21 03 E 56'58 57 FL-RT-C4 585.00 151.55 76.20 151.13 N064 '3 08 W 14' 00 35 FL -LT -EX 1335.00 293.54 147.36 292.95 N53'06 14 E 12'35 53 FL -LT -CI 585,00 313.66 160.70 309.92 N31'26 41 E -TO '4314 FL-LT-C2 635.00 296.55 151.03 293.87 N29'2748 £ 26'45'28 FL-LT-C3 875.00 870.22 474.91 793479 N14'21 03 E 5658 57 FL-LT-C4 635.00 164.50 82.71 164.04 NO6'43 O8 W 14'50 35 J W� YWZ LL � ym1� <~UUOS NF'WYWz 615-068 oZ G WOO zai�� ONO yK Ji0�2 k'OQY WQ ,W•., W�I < �Ui 6�g3W U y1QUCWs a(Q 1:4 I_ W62'?mW�LLUaQ' 0SFLL [y U] � S'a _�a3 wz✓�zzr= p <iFy�az u�lxo a_ V � ✓�OW� �<>JXQ�� ` tLLOLLaaf <n<axo ao H a� 0 La 0M a� am �rn a am <n D N� w o a a 0 U W z 0 < �==y � z W� �.m'� w Z w i ZT3 Q W o i0 71 o� a� rym Q�n Z co 0 O o w co o C11 x a � 0 =m M raOh o a ACog «7 V E�VJ�.J W. coves°' On z O U z O LLA 0 CC W O Q 0 W z (16 i J Q -N O LU Cr H 1-- w W o U LL o: o_ W J W a z Q z J a z Y a Q o 0 0 W is PROJECT NO. 120-030 DRAWING NO. 12 d r� c w Q z F- — 4'-2" —1 2'-6- MIN. 12' 6" WWI PREFERENTIAL BIKE LANE SYMBOL DETAIL NTS 2'-2" J- 3'-4"R - 6'-0" 2'-3"R - 2' 1'-0. 2'-6" . 2' `3" � o I RIGHT TURN PAVEMENT ARROW DETAIL NTS PAVEMENT "ONLY' DETAIL NTS 10' 150 200 NOTES: 1. CENTRE AVENUE SHALL BE SIGNED AND STRIPED AS PER CITY OF FORT COLLINS " TRAFFIC OPERATIONS" STANDARDS. 4 $ NTS GP a P�yO�J 9F tiT HORTICULTURE �� F2GF GREENHOUSE l " CEN R AVE KEYMAP HOINN AY CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 DR 534=6700"'DEmETERRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTI PROVAL APPROVED: "A I w��Q� Z Aw ;w" DiFectorf of Engineering Date CHECKED BY: L3L3eJ Water & astewater Utility Date CHECKED BY: N. ' LII=1"f Stormwater Utility Date CHECKED BY: tiA d-Z-99 Parks & Recreation Date CHECKED BY: Date J r-a w w � m G <�s �� 3w4 .tip �w�oo= �a�o�'� OZy � 3jpJ�0 f/IY��ZO' Qi a -N y�jm Qaw� O p F gzwWiL FJoJYJ aptaitm�a F J �oNzo 1n 2w a-Hpo- wax zz- � W rc OZOZ Y) 0". ¢zo � a zZw a W C SZ 041oUQ3 UwSO=¢a Ci W aoUZ Jjwx < ��rF aaoaaozo4o ?a� Q Q Pi Q 0 0 i ¢ Ob O Pi y W (D = H U ('J z Q N ww Q U Q Q \ :3LLI w W _z Q \ O Z W Q U Z3 Q } F cn F- wL� (=.5 M a � M p> QPi W Z W Y d 3` m {W� J MY IL ~ ( a N W O -a w 3-5 U.II fN — Z «i U]3 M 0 O m O O � 1�1r co 2 m 1 a q�9U eq F co inI Win Ul F .7000� i*+ Ilkcv w .CD of z O O j-0 o z ¢ W fL O X J W O U w n z W z J 0 LLI () F- F- L) W 0 o 0 LL a z d C'3 z CL cc I- 07 0 z z Q a c3 o _z o Z 65 F PROJECT NO. 120-030 DRAWING NO. 13 PAVEMENT MARKINGS CHECKED BY. CJ u w Q m ui w w CC x m w Q 0 V) z 0 V) w Of owwwwwwo a > W �"�' >rWr w '- m� � '�FU��W FWDUI/) �� Z 42UQoO �¢aJOQ 0 F 3��d Jrco 1rcWJm�O�•za wrcw Q LL' �ZOWy� FpJ�WJ W JWam2Q W Z K pO� W� Q �aWaQU UUI., z VI I U, �yUWJ �WWp2� r W JZO � > o rc o� �>a w�Y1,. pwo2 zaoz3wzmzmp o a z UW '��dU W4yW4�rc Z>Z �ZZF,m x NW2 O,w Yo 00owl y F aSaa4? <o iia a a a <rn D 0 m (n D o? a h Q 0 N 0 x w w z Q (D z¢ z xz aw �o �a C'D �¢ �J > mad Lo a It z 0 0 z Q F o X J W O W U M z z W i J Q J 0 LLI U c W w 0 Il EL z Q J a z a H 0 z z Q Q) o z U- z 0 CD w a5 F PROJECT NO. 120-030 DRAWING NO. 14 STRIPING LEGEND 1O 4" WIDE SOLID WHITE O2 4" WIDE YELLOW SKIP, 10' SEGMENTS, 30' GAP O3 4" WIDE SOLID YELLOW O4 8" WIDE SOLID WHITE O5 18" WIDE x 12' LONG SOLID WHITE CROSS WALK BARS © 4" WIDE SOLID YELLOW HASH —MARK SIGNING LEGEND 1� SPEED LIMIT 35 SIGN SPEED LIMIT 35 R2-1 E2 CROSS WALK SIGN W11 A-2 E3 BIKE SIGN SCALE 1"=50' 0 50 100 150 200 ------------ 3.27 ✓E. ------------ )OUBLE 4" ) YELLOW ollins, Colorado N APPROVAL v Engineering Date stewater Utility Utility creation 1• 31.99 Date �_.29 f9 Date Date 1 i�N W W F pW1U .0 Q�1U1JJUyOyZ InOWj WNZi, ci 6'W~OO �QOONF O D. owuJiwam�� 5E".'PC oaw9a- 0'orc WaW ,Ch. I z F��WJJyzax U- Z �y� Q JZ�QZZOy NN O. y.O J pF�Q Z'23:'Zf Nw ZZ_WO a � 5 O O W ¢0Fw� > oZ F�rc F U 00 WSJ y UUX F W�KC'Jz ZO F�ONW aoaaia_ ao zxo Q Q Q i aw Q Cf W (J Q Q 0 CV U Q Q W _Z (7 Q \ Z U Z W Q U � H H N Km m p Q � Y r 3 Q m J tn (L EL o-I o� I I Z rn � OCQ o w m o co 0 P co 1 a az�0 WW WdOPQ E0Co Co ` wzwm ou'* 00� 00<° z 0 0 6 o z ¢ Lu 0 X —1 Lu 0 U Lu z Z Luz > J ¢ J 0 Lu F- F- Cr w W 00 00 0 LL. 1r o. z a C7 z CL Cr H U) M z Q c� z 1L z 0 0 Lu Lu Z;5 F PROJECT NO. 120-030 DRAWING NO. FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: CHECKED BY. Date rr 15 3 0 m Gi LL w x 3 0 46 17 0 0 N w Q z 3 0 MILL EXISTING ASPHALT ® PAVEMENT AND OVERLAY W/ CITY OF FORT COLLINS STA 12+51.23 CX HBP BEGIN CONSTRUCTION REMOVE EXISTING CURB, GUTTER AND SIDEWALK, MATCH EXISTING PAVEMENT AND RECONSTRUCT ® CUT EXISTING ASPHALT AND REMOVE N 0 0 11 1 12rr+00 1 _ CENTRE AVE. � 1 NOTE: 11 1 I I 1. REMOVE CURB, GUTTER, AND SIDEWALK AT CURB RETURNS I I' OR AT NEAREST JOINT. ! II I II 2. SEE SHEET 39 FOR SURFACE I II FEATURES. I I � II 111 I II I1 I II I !! I II I II I II I II = II I v I� cc I (I Wcc II l� A STA 13+30.34 5' ftEWALIk T A • 30' R 50' R rl STA 13+34.06 END OF EXIST. PAVEMENT 14+00 z O� A J CENTRE AVE. D 30' R 50' R REMOVE BARRICADE 5' SIDEWALK -TRANSITION SIDEWALK BOTH SIDES STA 13+37.82 FL CURVE: 0 = 90100'00" R= 23' FL CURVE: 0 = 89'54'42" ' R = 20' \POLECUT & REMOVE EXI+ CURB RETURN & G00RELOCATE LIGHT ATO BACK OF WALK II REPLACE WITH NEW SQUARE n~ RADIUS RE: 4 5 47 L - 5'.SIDEWALK. ° ` ° co rn ao it CUT & REMOVE EXISTING REMOVE BARRICADE CURB RETURN & GUTTER RELOCATE LIGHT AND POLE TO BACK OF WALK AND REPLACE WITH NEW SQUARE RADIUS RE: 4 5 4 CENTRE AVE / RESEARCH BLVD. SCALE 1'=20' INTERSECTION 0 20 40 60 80 12' WIDE DRIVEWAY 1 CL STA 19'+,l8 LT. 036 q RE: e Lv h \ \ 1/ />\ 1 \ e O\ so 12' WIDE DRIVEWAY ` CL STA 19+18 RT. RE: e ' 1 1/ 12' WIDE DRIVEWAY ` CL STA 20+16 LT. e Q 0-/- 00 S03y I I / III \ DRIVEWAYS AT LARIMER CANAL NO. 2 12' WIDE DRIVEWAY CL STA 20+16 RT. RE: G GRADING OF ACC ROAD AREAS BY NRRC. r 1 , i 12' WIDE DRIVEWAY 1 CL STA 31+25 PT. RE: D It SCALE 1'=30' 0 30 60 90 120 491+00 CENTRE AVE. -Z- 5' SIDEWAIK • " /., 60' R -' % 0-- 60' R J a N III �W II +W I i ,� II CUT ASPHALT PATCH � II BACK AND USE 12" Qi FULL DEPTH HBP (m I I (ors\ I� � I I I _____ \ f---------------- i I J N 0'42'10" E J CENTRE AVE. . - - - - - - - - - - - - - - - - - - — — — — — — — — I I STA 50+15 END CONSTRUCTION I o� I MATCH EXISTING PAVEMENT i I STA 49+75 CENTRE AVE. / BAY DR. INTERSECTION I EL = 04.93 I I � \ I 1 \ �- 1 I �'- CUT EXISTING ASPHALT FL CURVE: PAVING & CONCRETE AT A = 90'05'18" TOOL JOINT AND REMOVE R = 20' ASPHALT, MATCH City of Fort Collins, Colorado UTI ROVAL APPROVED:N"Lt#v-,-W ?W" Director 8f Engineering Date CHECKED BY: _ 41 .:L Water & Wastewater Utility DJ ' t " CHECKED BY: / 1z Stormwater Utih y Date CHECKED BY: /VA Z- z_yy Parks & Recreation Date CHECKED BY: —"Fa e CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 EXISTING ELEVATIONS NOTE: OR N METRO 534 6700 DENVER CALL 2 BUSINESS DAYS N ADVANCE 1. REMOVE CURVE, GUTTER, AND SIDEWALK AT BEFORE YOU DIG. GRADE, OR EXCAVATE CURB RETURNS OR AT NEAREST JOINT. FOR THE MARI(M OF UNDMORDlIND MEMBER UTIUMS. CENTRE AVE / BAY ST. INTERSECTION SCALE 1'=20' DRIVEWAYS AT SHERWOOD LATERAL 0 20 40 60 80 PLACE 6" THICK PROPOSED AGGREGATE CLASS 6 AGGREGATE BASE COURSE FOR BASE COURSE DRIVEWAY 12' WIDE DRIVEWAY i 24' WIDE DRIVEWAY _ CL STA 32+16 LT. G R E E N H O U S E _� iWpY CL STA 46+5 -- RE: 1 2 RE: I 47 .. 4 C U / \ 6 24' WIDE DRIVEWAY CL STA 46+50 RT. RE: 1 \ � ' , �11 , `� , D•` ` 47 \E �� , A L D@TERMI W L BE MADE IH DW IL I REGA I + < jl` �j - REMOV ANDON OF THESE STRUCTU DRIVEWAYS AT HORTICULTURE GREENHOUSE w � cm U� ¢ZZ ¢¢ q, O C3 x a a _J at w � < ,YY W L) Q In U U LLI In 0 Y 0 2' ( L M u � M o O w o m C-2 x 1 N M z' g 1� qj CIUCV (sl RuaslzCq a 0co do ad rd co CIO i`Cq Z O Z W H X W } a O a o °C a 0 cc O W U Z co Z j Q J c U W OL w 00 U a Cn Z Q J C. a W 93 Z 4 Z _O z ~ x Lu o O cr Lu � Z PROJECT NO. 120-030 DRAWING NO. 16 5040 5036 5040 5036 19+00 5040 5036 m M O 20 40 60 80 100 18+00 S.& U.E KUW KUW J.6C U.t J - � I --- \--------- LO L0 -100 -80 -60 -40 -20 0 17+00 5040 5036 -100 -80 -60 -40 -20 0 16+00 5040 5036 -100 -80 -60 -40 -20 0 5044 5040 5036 15+00 DnW 5040 5036 20 40 60 80 100 5040 5036 20 40 60 80 100 5040 - - - - - 5036 20 40 60 80 100 fTi4,G CRl I I F a 0) rn O O U) LO -100 -80 -60 -40 -20 0 14+00 5044 5040 5036 -100 -80 -60 -40 -20 0 13+35 5044 5040 5044 5040 5036 20 40 60 80 100 5044 5040 5036 20 40 60 80 100 5044 5040 -100 -80 -60 -40 -20 0 20 40 60 80 100 S.& U.E HOW KUW Z).& U.t N O 0 0 - - - In u'i 5036 5032 5028 SRr [IF F. me, 22+50 r S.& U.E -- -. / 7 u) In 1 1 -100 -80 -60 -40 -20 0 22+00 C ➢. I I C DMA/ 5036 5032 8 5036 5032 5028 20 40 60 80 100 f4�7W I / J 502 -100 -80 -60 -40 -20 0 21 +50 C 1, I I C Df1W rn 5036 5032 5028 5036 5032 5028 20 40 60 80 100 / - - _ _ - - - - - - _ - - - _ - _ - _ -- 0 LO 0 I Lo -100 -80 -60 -40 -20 0 21 +00 5036 5032 I —1 5028 20 40 60 80 100 S.& U.E KUW KUW - - - J. Q[ U.t� 5036 _ _ _ _ _ _ _ _ - -- 5036 / 5032 / 5032 0 0 5028 - / Ln 5028 -100 -80 -60 -40 -20 0 20+50 5036 5032 5028 20 40 60 80 100 S.& U.E HOW r, --- -- KUW -------- S.— Ut _ _ _ IITTTj 1 -{l -100 -80 -60 -40 -20 0 20+00 5036 5032 5036 5032 5028 20 40 60 80 100 5036 5032 -100 -80 -60 -40 -20 0 � 20 40 60 80 100 EXIST. ELEVATION PROPOSED ELEVATION AT (TYP.) AT T (TYP.) City of Fort Collins, Colorado UTI PROVAL 'r APPROVED: � Director ot Engineering Date CHECKED BY: Water & %a;terwater. Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. SEE TYPICAL SECTION ON DETAIL SHEET FOR DIMENSIONS AND SLOPE REQUIREMENTS. 2. R.Q.W. = RIGHT-OF-WAY S. & U. E = SLOPE & UTILITY EASEMENT SCALE: HORIZ. 1"=20' VERT. 1 "=5' a a a LOUOF —14N Qrn 0 CD N Cr - 0 �a Z a O N O 2 w � � \ :3 w w w z QOM z \ Z W v� Q CC6 � > m Z 3 Up LLJ O ,W.I mm \J ZZ� wx O Y O� d Q Q N a� aN of o'/' w¢ Z O O Z Lu O X J Lu O U Lu Z 0) w Z J Q OU w H I— w W OQ 00 U LL- a U co 0) U c� } Q 0 0 0 0 W cr F PROJECT NO. 120- 030 DRAWING NO. 17 C -3 173 5028 5024 5020 5016 24+50 LO It N O U') O) O LO —100 —80 —60 —40 —20 0 5032 5028 5024 5020 5016 C .91 1 1 G Dnw 24+ 00 5028 5024 5020 5016 20 40 60 80 100 Dnw C 4, 11 C / / _ O _ N O Lto N O 5032 5028 5024 5020 5016 —100 —80 —60 —40 —20 0 20 40 60 80 100 5032 5028 5024 5020 S.&U.E 3�P;1 23+50 r NMI S. & U. E — ' — In N M ' O O In N —100 —80 —60 —40 —20 0 5036 5032 5028 5024 S. & U. E Ken 23+00 r 5032 5028 5024 50 20 20 40 60 80 100 ROW S. & U. E / / TU' r Cq N 0 In 5012 5008 5004 5000 27+00 —100 —80 —60 —40 —20 0 5012 5008 5004 26+50 5012 5008 5004 5000 20 40 60 80 100 5. & U. L ROW ROW S. & U. L _ O _ — 0 0 —100 —80 —60 —40 —20 0 26+00 5016 S & U E ROW 5012 5008 5004 20 40 60 5012 5008 5004 80 100 --\ _ O N L= L�o if) — —100 —80 —60 —40 —20 0 5020 5016 5012 5008 S.&U.E f mI 25+50 m 5016 5012 5008 5004 20 40 60 80 100 FLme, S. & U. F / - - - O In 0 0 L —100 —80 —60 —40 —20 0 25+00 RCW 5036 5024 5032 5020 5028 5016 5024 5012 5020 5016 5012 5008 20 40 60 80 100 onw / r / _ I — - — cD 1- L —100 —80 —60 —40 —20 0 20 40 60 80 100 —100 —80 —60 —40 —20 0 20 40 60 EXIST. ELEVATION PROPOSED ELEVATION AT T(TYP.) AT (I (TYP.) 5024 5020 5016 5012 80 100 City of Fort Collins, Colorado UT—I��1� PROVAL APPROVED: (e Directo of Engineering Date CHECKED BY: _ Or t 3L•44 Water Wa tewat r Utility Date CHECKED BY: /& �-SStoormwater U ' 'ty Date CHECKED BY: N 2- 2- 9 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. SEE TYPICAL SECTION ON DETAIL SHEET FOR DIMENSIONS AND SLOPE REQUIREMENTS. 2. R.O.W. = RIGHT—OF—WAY S. & U. E = SLOPE & UTILITY EASEMENT SCALE: HORIZ. 1"=20' VERT. 1 "=5' 95n) QO 0 0 0 of CD Z) w Q N O K Q Q w K IZ w 0 Q z_ a �Z U Z Q U O W Q CCD } Z WW, IDxam 3 W Z W r \ V Z W S H� 3 J(n ate' aN OJ �N yQ o O o rA m o Cq a 1 a Cq zto ]m ACa' Q�U21 Wd0 � 0Cc �W w . Z O O V5 o W Oac OJ X LU O U Lu ZLLI C Z Q J O Lu W Cc W O� ' o U m a_ PROJECT NO. 120- 030 DRAWING NO. 18 29+50 S. & U. L HOW ROW S. & U. E 5004 5000 4996 -100 -80 -60 -40 -20 0 5004 5000 4996 29+00 20 40 60 5004 5000 4996 80 100 1(0 - - rnLO I d iA -100 -80 -60 -40 -20 0 5004 5000 4996 28+50 5004 5000 4996 20 40 60 80 100 S. & U. E ROW 61 ROW S. & U. E -- o o LO 0 -100 -80 -60 -40 -20 0 5008 5004 5000 4996 28+ 00 20 40 5004 5000 4996 60 80 100 5008 5004 5000 4996 -100 -80 -60 -40 -20 0 20 40 60 80 100 27+50 S. & U. E ROW ROW S. & U. E 5008 - - 5008 5004 - - - 5004 00 N 5000 _ - 5000 0 0 Lnu') -100 -80 -60 -40 -20 0 20 40 60 80 100 _ — — — - - M n O O LO O u') 33+00 5000 4996 4992 -100 -80 -60 -40 -20 0 32+ 00 S. & U. E ROW m 5004 5000 4996 4992 20 40 60 Rnw 5000 4996 4992 80 100 (0 O -- — _i --� 0) 0 —100 —80 —60 —40 —20 0 5004 5000 4996 4992 31 +00 5004 5000 4996 4992 20 40 60 80 100 new i �- rn t o 0 L0 -100 -80 -60 -40 -20 0 5004 5000 4996 30+50 5004 5000 4996 4992 20 40 60 80 100 _ — O c0 LO 1 -100 -80 -60 -40 -20 0 30+00 5004 5000 4996 20 40 60 5004 5000 4996 80 100 5004 5000 4996 -100 -80 -60 -40 -20 }0I 20 40 60 80 100 EXIST. ELEVATION PROPOSED ELEVATION AT Q (TYP.) AT Z (TYP.) City of Fort Collins, Colorado UTAIPPROVAL APPROVED: �p Director 1 Engineering Date CHECKED BY: MAC Date Water & Wastewater Utilit CHECKED BY: Stormwater lity Date CHECKED BY: NIA Z- 5 S Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 oR 534-6700NVER CALL 2 BUSINESS DAYS M ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. SEE TYPICAL SECTION ON DETAIL SHEET FOR DIMENSIONS AND SLOPE REQUIREMENTS. 2. R.O.W. = RIGHT-OF-WAY S. & U. E = SLOPE & UTILITY EASEMENT SCALE: HORIZ. 1"=20' VERT. 1 "=5' ma > wa¢�Ucai�yi VI�WaUa fZZri 0 CW onpV Q�ONF Z Z. R-05 5��6<O�11J�JJFo�awJ ".�JWJ a yQQNW08>pO�0w1�ay/jI0moKVT1ymIWFI�"JWmw�Q$Qo w 0,O3ZZfYQZ .i'zwzos ¢iw a�W�OrcRH } JZ F U F LaMO?ao¢iio agW0 a a O 0 O am it D N w C7 =- a as a Q N C3 x � w w �i z_ a �Z o Z a tzi w a2 m ZZ 0 0 0 \J ZZ ww N Y o H a 3 a J a a� aN o� oN Na O O a) o w cc H X Lu O U W Z w Q J O Lu W cc w 00 'o U LL a ve O H U LLI U U U O U z r a o 0 0 0¢ cc F PROJECT NO. 120- 030 DRAWING NO. 19 1 0 CP-1 ABBREVIATIONS ABC = AGGREGATE BASE COURSE ACP = ASBESTOS -CEMENT PIPE A.D. = ALGEBRAIC DIFFERENCE (IN GRADE) ASPH = ASPHALT BLDG = BUILDING BVCE = BEGIN VERTICAL CURVE ELEVATION BVCS = BEGIN VERTICAL CURVE STATION C & G = CURB AND GUTTER CL = CENTERLINE CMP = CORRUGATED METAL PIPE C.O. = CLEAN OUT CONC = CONCRETE CONT = CONTINUOUS DIP = DUCTILE IRON PIPE DN = DOWN DWG = DRAWING E = EAST EA = EACH EL or ELEV = ELEVATION EOA = EDGE OF ASPHALT EVCE = END VERTICAL CURVE ELEVATION EVCS = END VERTICAL CURVE STATION EXIST. = EXISTING F.F. = FINISHED FLOOR FL = FLOWLINE FL = FLANGED FHY. = FIRE HYDRANT G.B. = GRAVITY BLOCK HBP = HOT BITUMINOUS PAVEMENT H.P. = HIGH POINT INV = INVERT K= 1 (A.D./V.C.) L = LEFT LF = LINEAR FEET MAX = MAXIMUM MH or M.H. = MANHOLE MW = M11CMUMICAL JOINT N = NORTH N.I.C. = NOT IN CONTRACT PC = POINT OF CURVATURE PCR = POINT OF CURVE RETURN PE = PLAIN END PERF = PERFORATED PRC = POINT OF REVERSE CURVE PT = POINT PVC = POLYVINYL CHLORIDE PVI = POINT OF VERTICAL INTERSECTION PVMT = PAVEMENT R = RIGHT RCB = REINFORCE CONCRETE BOX RCP = REINFORCED CONCRETE PIPE RD = ROAD S = SOUTH SEB = SMALL END BELL (REDUCER) STA = STATION STD = STANDARD SQ FT = SQUARE FOOT / FEET TBC = TOP BACK OF CURB TEMP = TEMPORARY THW = TOP OF HEADWALL TRANS. = TRANSITION TYP = TYPICAL TXWY = TAXIWAY VC = VERTICAL CURVE VERT = VERTICAL VPC = VERTICAL POINT OF CURVATURE VPT = VERTICAL POINT OF TANGENCY W = WEST W/ = WITH LEGEND EXISTING SANITARY SEWER MANHOLE wl WATER MANHOLE �D STORM DRAIN MANHOLE e SPRINKLER HEAD 0 CONTROL POINT y ELECTRICAL GUY POLE >< SPRINKLER VALVE x WATER VALVE SPRINKLER VALVE ❑ ELECTRICAL VAULT ❑ TELEPHONE RISER [] ELECTRICAL BOX p ELECTRICAL POLE ELECTRICAL LIGHT POLE TREES DITCH FLOWLINE -- - FENCE -- € ELECTRICAL UTILITY LINE -- - GAS UTILITY LINE -- - WATER UTILITY LINE STORM SEWER PIPE CONTOURS CURB, GUTTER AND FLOWLINE EXISTING GROUND AT FLOWLINE (TYP) KEYMAP PROPOSED SANITARY SEWER LINE AND MANHOLE N WATER LINE AND VALVE THRUST BLOCK rt FIRE HYDRANT of BICYCLE LANE SYMBOL STRIPPING �- SIGN X SILT FENCE (BMP) • • STRAW BALE DIKE (BMP) PRECAST BOX MANHOLE ROADWAY STRIPPING AND SYMBOLS +200 COORDINATE POINT 17+00 I- STATION LABEL PC=10+01.17 POINT OF CURVATURE STATION C-J CURVE LABEL DRIVEWAY ENTRANCE RIPRAP SIDEWALK, CURB AND GUTTER CONTOURS BASIN BOUNDARY CENTERLINE STORM SEWER PROPOSED GROUND AT FLOWLINE (TYP) 0 CP-28 zA NTS BENCHMARK AND CONTROL POINT LOCATIONS BENCHMARKS: NORTHEAST BONNET BOLT OF FIRE HYDRANT SOUTHWEST CORNER OF INTERSECTION OF CENTRE AVE. AND RESEARCH BLVD. ELEV. = 5046.13 NORTHEAST BONNET BOLT OF FIRE HYDRANT ON NORTH SIDE OF PROSPECT AVE., 200'+ /- EAST OF PROSPECT PLAZA. ELEV. = 5004.92 (BLACK BOLT) NORTHEAST BONNET BOLT OF FIRE HYDRANT, NORTH SIDE OF SOUTH ENTRANCE AT WEST SIDE OF 2301 RESEARCH BLVD. ELEV. = 5040.87 CONTROL POINTS: R/W 59 : REBAR AND CAP MARKED LS 14823 AT SOUTHEAST CORNER OF INTERSECTION OF CENTRE AVE. AND RESEARCH BLVD. NORTH = 3896.13 EAST = 9498.71 R/W 94 : "X" ON SIDEWALK EAST SIDE OF RESEARCH BLVD. BETWEEN BUILDINGS 2301 AND 2401 RESEARCH BLVD. NORTH = 3565.76 EAST = 9754.26 CP-1: #4 REBAR AT NORTHWEST PROJECTION OF TOP OF DETENTION POND NORTH = 4037.94 EAST = 9993.48 CP-25: "+" CHISELED IN WALK NORTH = 3902.88 EAST = 9399.37 ELEV = 5045.11 CP-26: #4 REBAR NORTH SLOPE OF DITCH NORTH = 4640.56 EAST = 9727.15 ELEV = 5036.00 CP-27: P.K. NAIL IN FOOT PATH NORTH = 5358.27 EAST = 10659.08 ELEV = 4996.96 CP-28: #4 REBAR NORTH SIDE OF DIRT ROAD NORTH = 6035.69 EAST = 4991.76 ELEV = 4991.76 CP-29: #4 REBAR SOUTH OF CENTRE AVENUE CENTERLINE NORTH = 7027.97 EAST = 10773.48 ELEV = 5003.75 CP-30: "+" CONIC SIDEWALK, SOUTHEAST CORNER PROSPECT AND CENTRE NORTH = 7584.76 EAST = 18806.76 ELEV = 5006.42 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 DENERO CALL 2 BUSMESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado APPROVED: UTI N PROVAL ' Zoe hector cif Engineering Date CHECKED BY: MA 1 Water & WA,gtewa er tility Date CHECKED BY: 6C6 -2f_Y Stormwater Utility Date CHECKED BY: Park & Recreation Date CHECKED BY: Date CHECKED BY: Date o �'ra ZZW y, F mU WO Q�UUOW OWS4UjN N Z ~Ch ¢w�Z6pZ�U €Q�ONO Zi p OJK JS�N OT Q Q ¢ ppyWJ a� F O W N� a p no 3 Z�a?0. 3 az p'a cewa TwT I U• ONUWJ W W zF 1J 1a1 O w X<F< Jw QO~ ywjNttQ�Zp j:j K JOj Oo yYQ w0 u W p 5 oypZ3�) wzcJ zxF W a�FwJ(iU�r'rCF� W¢ ILi �K wO U�Q „OL ON F �aoaaa? p2z 0 p Q Q Q Q rn D O 0 p It W Of CD H Z O N O 2-21 f Ix LLI W z Q Z W N U Np U > mm mz } W Z W Q \ V 3 Q W OY O EL ¢m avJ ir 0. aN 0_j O� NZ Z z 0 O o oCQ w/ a q 91. c� I� pGa, W�� a CQ cly z� ;mow/; d l/ofj' W a 0 21 ca O U d' E-+V» R000� wcewW z O O z Q w OC F- O w O w U z v7 z z w QJ w OU N F- z cc uj W O o U u_ w a Q w CC m m Q 0 z Q z w O w u J LLI o � o} ` X F PROJECT NO. 120-030 DRAWING NO. 2 39+00 4996 4992 -100 -80 -60 -40 -20 0 38+00 4996 4992 -100 -80 -60 -40 -20 0 37+00 4996 4992 -100 -80 -60 -40 -20 0 4996 4992 C R. 11 C DnW 36+00 4996 4992 20 40 60 80 100 4996 4992 20 40 60 80 100 Kuw S. & U. L 4996 4992 20 40 60 80 100 Dnw C P. 11 C M M -- -- ----- -- -- - ------- -a,rn- ------- - -- - -- --- -- -100 -80 -60 -40 -20 0 35+00 5000 4996 4992 -100 -80 -60 -40 -20 0 34+00 5000 4996 4992 4996 4992 20 40 60 80 100 " 5000 4996 -- ---- - -- 4992 20 40 60 80 100 5000 4996 4992 -100 -80 -60 -40 -20 0 20 40 60 80 100 44+00 4996 4992 4988 -100 -80 -60 -40 -20 0 43+00 4996 4992 4988 -100 -80 -60 -40 -20 0 42+00 4996 4992 -100 -80 -60 -40 -20 0 41 +00 C C Dn1A/ 4996 4992 4996 4992 4988 20 40 60 80 100 4996 4992 4988 20 40 60 80 100 4996 4992 20 40 60 80 100 T.am zz R o % 2 — 1C-r'4 Sl.) -- - n j AM -� -100 -80 -60 -40 -20 0 C R II C 4996 4992 Dnw 40+ 50 4996 4992 20 40 60 80 100 Dnw 4996 4992 -100 -80 -60 -40 -20 0 20 40 60 80 100 40+00 4996 4992 q 2 D�• _ A 0� LO -- --- - - ------- 4996 4992 -100 -80 -60 -40 -20 0 20 40 60 80 100 EXIST. ELEVATION PROPOSED ELEVATION AT Z (TYP.) AT (L (TYP.) City of Fort Collins, Colorado UTI P APPROVAL APPROVED: a* r"""" Z' Directo of Engineering Date CHECKED BY: ai%1, I.31, 99 Water & Wastew ter Utilit Datee CHECKED BY: Stormwater Utility Date CHECKED BY: Np Z L- 59 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 oR 534-6700NDIMERoWER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. SEE TYPICAL SECTION ON DETAIL SHEET FOR DIMENSIONS AND SLOPE REQUIREMENTS. 2. R.O.W. = RIGHT-OF-WAY S. & U. E = SLOPE & UTILITY EASEMENT SCALE: HORIZ. 1"=20' VERT. 1 "=5' a > C7 aw_o$8 a 00 F = > JmJ F 3=aJK trail am az 0Wp O a-a+imwr'no�Sw Qai�G7 Q�ZZ<�wmmP MOP- =I 08w— TFiwwz waC ww SZ43wixzzFU��^zF O� 0. uw'o C.ix �yWOU�¢io 0-2 a a a 0 D ¢rn 0 �a � a < o Cq ¢ o x � a a w z_ w a O Z Q � z L)= W NWW � W� w 0 sm _= J O Y O r- ¢ = N ¢ 6.~ dN O'er ON V)¢ z O O Q z LLJ cc X w O U LLI o6 W z Q J O u I- r z W w OO o' U u- a PROJECT NO. 120— 030 DRAWING NO. 20- SUVU 4996 4992 4988 5000 4996 4992 4988 -100 -80 -60 -40 -20 5000 4996 4992 4988 I�7�\t.il 47+50 --I---I---I---I-- mil---�--� 0 20 40 60 47+00 D n1A/ 5000 5004 4996 5000 4992 4996 4988 4 80 100 - - aoLO 7 J W -05 0) 5000 4996 4992 4988 —100 —80 —60 —40 —20 0 20 40 60 80 100 46+50 DRIVEWAY PROFILES HORTICULTURE AREA c Rr 11 F Rnw r ROW S.& U. E 49+35 Dnw 0) LO O O O o 7:1 1 992 —100 —80 —60 —40 —20 0 5004 5000 4996 4992 49+00 5004 5000 4996 4992 20 40 60 80 100 -- -- -- ------ - In + I —100 —80 —60 —40 —20 M M_ M M (0 (O N (6 Mpr ± + 0) + _ 10' VC 10' VC d rn +LC W d a J W > 0_ N� O In M O O M (n O %� > Oqo O � � O) dN O O O O O O) t O O 0) w> > w> >w > >w 0' VC ---- -- -- --' LO In —160 —140 —120 —100 —80 —60 —40 —20 0 46+00 5000 4996 4992 4988 4996 4992 4988 20 40 60 80 100 120 140 160 -- -- -- ------ -- — --- -- -- -- —100 —80 —60 —40 —20 0 45+00 c ➢. 11 r Dn1A/ 4996 4992 4988 4984 20 40 60 Dnw 5000 4996 4992 4988 100 4996 4992 4988 4984 —100 —80 —60 —40 —20 0 20 40 60 80 100 I / ` r _\ 0) rn--- - - - -- - 5000 4996 4992 0 20 40 60 48+ 50 5004 5000 4996 4992 80 100 110111 *3, City of Fort Collins, Colorado U P APPROVAL �TY y APPROVED: Directoi of Engineering Date CHECKED BY: NtA' I.3449 Water & Wastewater Utilit Date CHECKED BY: is cf Stormwater Utility Date CHECKED BY: N1a Z Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTIIJTES. 1. SEE TYPICAL SECTION ON DETAIL SHEET FOR DIMENSIONS AND SLOPE REQUIREMENTS. 2. R.O.W. = RIGHT—OF—WAY S. & U. E = SLOPE & UTILITY EASEMENT ------ -- — -- __(c o)__ ---- -- -- � LO —100 —80 —60 —40 —20 0 20 48+00 5000 4996 4992 4988 40 60 80 J.de U. t I 5000 4996 4992 100 rn 00 ---- - -- -- 0) O O O -L--. M —100 —80 —60 —40 —20 0 20 40 60 80 EXIST. ELEVATION PROPOSED ELEVATION AT Q (TYP.) AT Z (TYP.) 5000 4996 4992 4988 100 SCALE: HORIZ. 1"=20' VERT. 1 "=5' u�■■e �s a > = p)O zF�a�w �z F ooi�op OO ZUJWmp UI>aZ0 C U 3�md mrcml`TdW K, JFo wi�i a�wm�� dai�x3�o ZT5VI�wJZ 550 F x �zz> o'"�a�� i' W m � ¢ Z� w tL� o oS o§F">a3'Ci wToCx'p O W ¢pF �m»ZxFOrc wo O F tla 15 '=B oNw Laoa m¢�?an zxo J W i Q Q Q Ch 0 ] 0 O 0 V N Q O N O i ;'1E r i a r � J W E a z J Z Q U = i _ N F 5 m J O U Lil m J Z 0 O DY OY(L ¢ QN (L � 1" a Vj of ON rUjr¢ 0 0 V o Z Q LUI 0 w p U Lu z Z C LLI Z Q J O Lu F- F- w W O 'D U u- EL a 0) 0 1= U w CO O U z o � 0 0 F PROJECT NO. 120- 030 DRAWING NO. 21 PTA 4 ^ , ^ Y Mr^Ikl STA 12+00 DITCH RELOCATION STA 19+71.07 4 CENTRE AVE. SEE SHEETS 26 & 26A FOR BOX CULVERT DETAILS" SCALE: HORIZ: 1" = 30' VERT: 1" = 5' 5035 5030 5025 c5 3 0 LJ In a 00 (n w w x x STA 10+00 BEGIN CONSTRUCTION OF DITCH RELOCATION MATCH EXISTING i r, i - - - - - - - - - J OD CO r� N O L 10+00 11+00 %�. �11 vil Ln til I SEE RESPECTIVE STORM SEWER, SANITARY SEWER, AND WATER LIN� SHEETS FOR ENCASEMENT REQUIREM NTS. STA 12+00 LARIMER NO.2 STA 19+71.07 (L CENTRE AVE. SEE SHEETS 26 & 26A FOR BOX CULVERT DETAILS TO BE ABANDONED SCALE 1'=30' 0 30 60 90 120 _ __EXISTING _GROUND ------- ----- ---------------- 5035 TOP OF BANK, _,__ 5034 Qdesign WSEL \% 5' x 20' C.B.C. 5030 NOTES: 1. THE DITCH REALIGNMENT EXCAVATION SHOULD BE SCARIFIED TO A DEPTH OF 1' AND RECOMPACTED TO 95% STANDARD PROTOR DENSITY FROM TOP OF BANK TO TOP OF BANK AS SHOWN BELOW. 2. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER. 3. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 4. SEE SHEETS 44-46 FOR PROPOSED SANITARY SEWER. TOP OF BANK SLOPE=0.05% d DESIGN =4.82 FT QDECREED=155Cfs QDESIGN=255cfs 15' � Z I LO FA -H w II I � TYPICAL DITCH SECTION NTS TOP OF BANK Point Current Coordinate Northing Listing For Lorimer Easting Canal Centerline Description 400 4539.7857 9607.3291 FL STA 10+00 401 4533.2377 9642.6460 FL PC=10+35.92 402 4508-5535 9698.8529 FL PRC=10+98.31 403 4487.2659 9737 5198 FL PT=11+42.82 404 4446 8751 9877 5997 FL PC=12+88.61 405 4443.2930 9913 4527 FL PT=13+24.84 406 4486.5705 10442.8534 FL PC=18+56.00 407 4323.9769 10572.1190 FL PT=21+01.17 LARIMER #2 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA FL1 125.00 245.17 186.64 207.72 N 38°29'08" W 112*22'33" F1 2 sonno36.23 18 32 36 03 S 84'17'40" E 20'45'28" F13 100.00 44.51 22.63 44.14 S 61'09'56" E 25'30'00" FL4 100.00 62.40 32.25 61.39 N 66`17'26" W 35'45'00" r-mur"U3LU UMAUL ' = U.U,)% O INSTALL CLASS 6 RIPRAP THE WIDTH 5025 M 15OF THE CHANNEL. RIPRAP SHALL BE + - 1' DEEP ON 12" THICK CDOT CLASS A N `< BEDDING MATERIAL. COVER WITH 6" V ¢ OF TOPSOIL. (n L 12+00 13+00 14+00 15+00 164-00 D- � W U Q APPROVED BY LARIMER NO.2 CANAL COMPANY rn _ N ao THIS ca�i _5 = OF _ 199" r- o z z p BY -- -------- V1 N C) W W SEE RESPECTIVE STORM SEWER, SANITARY City of Fort. Collins, Colorado SEWER, AND WATER LINE SHEETS FOR ENCASEMENT REQUIREMENTS. UT P PROVAL APPROVED: Director of Engineering Date CHECKED BY: t4A Water & Wastewater Utility Date CALL UTILITY NOTIFICATION CHECKED BY: 2f-f9 CENTER OF COLORADO Stormwater Utility Date 1=800=922=1987 CHECKED BY: tiro Z�Z%y 534-6700 "DIE�� parks &Recreation Date CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE Date BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERG J D MEMBER UTILMES. CHECKED BY: Date m s� Mo. yy> �� Q�UUOZ 4,O WSUN >a o� F 3 N �maLLa�y OO w gzcwm� wWmrc4 E.67 a 0 Q z o a Q' ��i5� p:d ��ga�- wu•�<�� iO� aJF�, a iz 0z cl''iw i�ga W N nx a Yox U F �aoaaa?ao0aii0 am am a0) a OO, 00) 00, 0� N� 00 - m 0-1 Wz z Zz F o U 4 a � J K � l W LU z a z z x wa 2 y t-N FW XJ¢ mm Y O0 M a i Q Q i a M ffij II d a_N 0~ 0 V3 (n i Z 5ro .. rn � o 10 o 02 a Lo Lo i--I-1 U cu CQ 0 co Wd0 x I &a f1�ll"1. F C I 8wW 0 O Q z Uj W O U W z Uj Z Q J Cr U H H 0O w W o' U LL_ EL EL W J U X O m W J_ cr d In Q z 4 J CL CIS C7 Z z CC 0 W o � w Q � J F PROJECT NO. 120-030 DRAWNG NO. 22 C-3 17 SCALE: HORIZ: 1" = 30' VERT: 1" = 5' 5035-----__------ EXISTING GROUND 5034--------------------- 5030; PROPOSED GRADE S = 0.05% 5025 I -IM016. 0 w a m cii w a' x 17+00 MATCH EXISTING - -Qde. 9 - -- - - �------------------------- 18+00 19+00 20+00 SCALE 1'=30' 0 30 60 90 120 INSTALL NORTH AMERICAN GREEN S75 EROSION CONTROL FABRIC FROM PC TO PT ON OUTSIDE BANK. KEY IN AT PC & PT AND AT BOTTOM OF FABRIC 1' INTO CHANNEL BOTTOM FROM TOE OF SLOPE TO 1' PAST TOP OF BANK. USE STAPLE PATTERN 'E'. 5035 5035 5033 5030 5025 Point Current Coordinate Northing Listing For Lorimer Easting Canal Centerline Description 400 4539.7857 9607.3291 FL STA 10+00 401 4533.2377 9642.6460 FL PC=10+35.92 402 4508.5535 9698 8529 FL PRC=10+98.31 403 4487.2659 9737.5198 FL PT=11+42.82 404 4446.8751 9877.5997 FL PC=12+88.61 405 4443.2930 9913.4527 FL PT=13+24.84 406 4486.5705 10442.8534 FL PC=18+56.00 407 4323.9769 10572.1190 FL PT=21+01.17 LARIMER 2 CURVE RADIUS LENGTH I TANGENT CHORD BEARING DELTA FL1 125.00 245.17 186.64 207.72 N 38"29'08" W 112*22'33" FL2 100.00 36.23 18.32 36.03 S 84°17'40" E 20'45'28" FL3 100.00 44.51 22.63 44.14 S 61'09'56" E 25'30'00" FL4 100.00 62.40 32.25 61.39 N 66'17'26" W 35`45'00" CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR 534=6700 DEWER° CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Dia GRADE, OR EXCAVATE FOR THE MARKP4 OF UNDERGROUND MEMBER UTLITES. APPROVED BY LARIMER NO.2 CANAL COMPANY �h THIS =-= -- OF Z\\ �-L--- 1991 j BY City of Fort Collins, Colorado UT MAD! PPROVAL � APPROVED: ,�" `� 1 Director of Engineering Date CHECKED BY:- l• AI-L? Water & Wastewater Utilit Date CHECKED BY: --"f- Stormwater Utility Date CHECKED BY: tiA Z- Z' 9 P Parks & Recreation Date CHECKED BY: CHECKED BY: Date a,a ion N �5€0�� F5 OR a a�a` �N rcm¢LLa� o � =>vw�' <wwm�a F� oawc�3 �r5 oa'awa ~a Q JaJLL Q()F yWjN0Q D6 � w K 5Y N-• wo F4� �M,z p wz_ F LL O ¢01W' r-3 ; g U `0. "Uw<r G� F 0 �40 a¢�ap¢2S0 Q Ln M tC rn 0> am s �-1 ~ Q L)j QQ a k' Ld W w z a w 2 �- cn F V) > 0~' OafN II a- a N Nr- 4 Z O O � 0 LU o LLI O V w z N W Z a =+ `t o C U I- 1- Er w W O U IL a N it W J 7 V x O m W .J LL O Ix d z Q Z Q J a N O z Z 0 w o w Q � J iF PROJECT NO. 120-030 DRAWING NO. 23 C- 15' ` a _ � r IIIII ?� II i-iTt-I r t 5' ry I SLOPE/ = 0,12-0.17% / d d6m = 2.07-2.87 FT / �Qmmm = 55 cfs TYPICAL DITCH SECTION STA 12+00 SHR OD TEAL ATION STA 31+63.54 GIN AVE. \ SEE SHEETS 26 & FOR X L T DIET ILS !` s \ 3 a 500 \ 9-A / \ S \ - 70 \ /TC� \ \ \ \\ \\\ \ s66g \ \\ \ \ STA 9+79.57 BEGIN STRUCTI011 \\ OF DITCH RELOCATION \\ MATCH EXISTING SCALE 1'=20' 0 20 40 60 80 SCALE: HORIZ: 1" = 20' VERT: 1" = 5' STA 9+79.57 BEGIN CONSTRUCTION OF DITCH RELOCATION MATCH EXISTING 5005 01 5000 L'� I 4995 w Ir x o I 4990 o6 I M L'j I 9+00 a z 0 r rn 1-t 10+00 M ` s� •� t VA FFA _ r • • FLUME (BY OTHERS) F-A*,E DITCH ACCESS ROAD) 115 UU _ T + - 866t, x X C0 CLASS 6 RIPRAP RE: 49 PLAN QDwm WSEL (MAX=2.87' ABOVE CANAL FLOOR) VARIES WITH LOCATION. FOR WSEL AT SPECIFIC CROSS SECTIONS, REFER TO THE HEC-2 ANALYSIS IN THE "FINAL DRAINAGE & EROSION CONTROL STUDY, CENTRE AVENUE EXTENSION, FORT COLLINS, COLORADO, JANUARY 1999" BY THE SEAR BROWN GROUP. LAIJ IIIVIi GKl 1. PROPOSED GRADE SHERWOOD FL10 100.00 80.29 42.45 78.15 S 76'20'32" W 46'00'00" FL11 100.00 138.75 83.17 127.89 S 86'54'28" E 79'30100" FL12 100.00 89.01 47.70 86.10 N 7239'28" W 51'00'00" FL13 100.00 75.92 39.90 74.11 S 76-24'28" E 43'30'00" STA 12+00 SHERWOOD DITCH RELOCATION STA 31+53.50 CENTRE AVE. SEE SHEET 26 & 26B FOR BOX CULVERT DETAILS TOP OF BANK NOTES: 1. THE DITCH REALIGNMENT EXCAVATION SHOULD BE SCARIFIED TO A DEPTH OF 1' AND RECOMPACTED TO 95% STANDARD PROTOR DENSITY FROM TOP OF BANK TO TOP OF BANK AS SHOWN BELOW. 2. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER. 3. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 4. SEE SHEETS 44-46 FOR PROPOSED SANITARY SEWER. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700DENVER CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DA GRADE, OR EXCAVATE FOR THE MARXBIO OF UNDERGROUND MEMBER UTILITIES. APPROVED BY SHERWOOD IRRIGATION COMPANY THIS _ �'Tt--- OF � _ 1998 City of Fort Collins, Colorado UTI P PROVAL� APPROVED: , Directoil of Engineering Date CHECKED BY: -NA 13L•34 Water & Wastewater /Utility Date CHECKED BY: .,f[� 1--29"9 Stormwater Utility Date CHECKED BY: '-A Z- SS Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date Point Current Coordinate Northing Listing For Sherwood Eosting Lateral Centerline Description 500 5463.9395 10351.9000 FL PC=9+79.57 501 5446.5225 10423.9358 FL PRC=10+55.49 502 5420.8572 10506.1239 FL PT=11+44.50 503 5345.3791 10587.5123 FL PC=12+55.50 504 5338.4803 10715.2139 FL PRC=13+94.26 505 5356.9323 10791.1504 FL PT=14+74.54 STA 14+74.53 END CONSTRUCTION OF DITCH RELOCATION MATCH EXISTING 3" IND HERC$P _ - - J - _ 17 10'x3' RCBC - - INSTALL CLASS 6 RIPRAP 1' DEEP OVER THE WIDTH OF 12" WATER 9' THE CHANNEL ON 12" THICK 21" SIN. SEWER O rn COOT CLASS A BEDDING MAT'L I LO .* COVER WITH 6" TOPSOIL 11+00 + It 12+00 + 13+00 14+00 W 04 w SEE RESPECTIVE WATER LINE AND PROFILE SANITARY SEWER SHEETS FOR ENCASEMENT REQUIREMENTS 'I �Y„ Q~VUO� NUwmIJ2 oK J20 �� ~WQS'V< F� a $a��Q� OjNmi�w W Obi NKwoU�Q }U'65 E' �-aoa aa3 aoai Yo 00 0� �rn om i2m Z J W Q S \ J � b i 5 z W zN } o C5 � n a'- aN LLI o� oN nQ r z CO z W 1-- x W } a O c in 0 O � O U W n z Cd > J U I Z cc w W Ci LL a PROJECT NO. rn 120-030 a 15+00 DRAWING NO. 001 BAY STREET STA 13+10.00 END CON UCT10N OF ARTHUR DITCH RE CATION MATCH EXISTING. CLASS 6 RIPRAP b OS 49 RE' ZOOS lJ Th�+uN„ � 4995 FL22 C� �(b SCALE: HORIZ: 1" = 20' VERT: 1" = 5' 0 0 w Ln Q m Lri w x x ro O 0 0 0 N w a z 0 LO d' 5005 5000 4995 Ci � 1 0Z4 Q STA 10+60.88 BEGIN OF DITCH RELOCATIOI MATCH EXISTING EAST 10+00 ;TION = 499 C V'< 0 rn rn STA 10+60.88 BEGIN CONSTRUCTION OF ARTHUR DITCH RELOCATION AT EXISTING CONCRETE HEADWALLS \ EXISTING 4'x10' CBC i i STgj 600 9 o zo SCALE 1'=20' ,0 so eo b66� �3 L 21 THw FL2 011 J G� aP ONO O66'4 G PROPOSED GRADE LISTING GROUND- / r A S=(-)0.10% 11 +00 REMOVE AND DISPOSE @F / EXISTING WOOD SHED U STA 12+00 ARTHUR DITCH = STA 49+00 CENTRE AVE. SEE SHEETS 27 & 27A FOR BOX CULVERT DETAILS Current Coordinate Listing For Arthur Ditch Centerline Point Northing Easting Description 600 7032.5375 10896.8203 FL PC=10+60.88 601 7011.9819 10868+2097 FL PRC=10+96.88 602 6985,7748 10810.3255 FL 11+62.00 603 6987.0160 10709.1303 FL PC=12+63.20 604 69862088 106929968 FL PT=12+79.34 605 6981.7349 10662 5577 FL STA 13+10.00 ARTHUR FL20 78.11 35.53 18.08 35.23 S 54.18" 5" W 26'03'51" FL21 77.63 6547 34.82 63.54 N 65-37'58" E 48-19'10" FL22 100.17 16.17 8.10 1 16.15 S 87-08'09" W 09.15'00" NOTES: 1. THE DITCH REALIGNMENT EXCAVATION SHOULD BE SCARIFIED TO A DEPTH OF 1' AND RECOMPACTED TO 95% STANDARD PROTOR DENSITY FROM TOP OF BANK TO TOP OF BANK AS SHOWN BELOW. 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. SLOPE = 50 cfs 2 2 .17% ' o' � VARIES d �� = 1.63' QoEaam = 50 cfs domes+ - 1.98' _ _ �1 1�_- Qmm = 70 cfs -III-777 III -III- 3't =1116 PIA 1-I I V I 'O TYPICAL DITCH SECTION STA 12+00 ARTHUR DITCH RELOCATION STA 49+00 CENTRE AVE. SEE SHEETS 27 & 27A FOR BOX CULVERT DETAILS TOP OF BANK _ � ` 17 Q WSEL 10x 4' RCBC rn S=0.10% PO Mi o' �16" WATER 0) °' 00) 12+00 9' Lq a' L,-i + p N W SEE WATER LINE SHEETS FOR ENCASEMENT REQUIREMENTS. INSTALL CLASS 6 RIPRAP THE WIDTH OF THE CHANNEL 1' DEEP ON 12" THICK CDOT CLASS A BEDDING MATERIAL COVER WITH 6" OF TOPSOIL to t\ Pi 0) 13+00 STA 13+10.00 E OF DITCH RELOC MATCH EXISTING WEST 14+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800m922-1987 °R 534=6700 ° CALL 2 BUSINESS DAYS NI ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKMG OF UNDERGROUND MEMBER UTLLITE:S. APPROVED BY ARTHUR IRRIGATION COMPANY THIS 452!;Ej�& -------- OF F ---- 1998 BY: ------------ City of Fort Collins, Colorado U P APPROVAL APPROVED: •�-�� Duecto of Engineering Date CHECKED BY: Water & astew to Utilit Date CHECKED BY: -29 Stormwater Utility Date CHECKED BY: j1'4 2-Z-99 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date 5005 4995 ao©o© er w o z��a0w F Gay .-i fY. arc,n 0�W_O�U 2Q 00 o OtUz F 3?aJKN ttlOaW a� a �S 1JJ O K JZa W-z 0Ka W WW W FLY' oFiz z= aleyo�„' �m a < 0 o o3�Wa� L U N2zJ W �zWao winrcain JU20r YQ N"O• w a.0 � s o0'z; 'z n�sF O ag' Y ji�io moo_ U NU42�� JxQUU �LL'WOU�a YUE o F W�WH 2p WO W to oaaa3 ai3azxo 1• <o, < <o < 00 am �rn �oT D DM L) o o U a a � J w0 Za, Z Q U w F-N �Cn F� �a �•77TJ55 Jgm O Y O (L Q f L Q l V a � a- In o N U) r ai M C 1 O m o w/ frLl a L� !, � 1 ^ w 92 U F+i w V 2zv°i ' wdo Cq Coco I pOd' m E' '� 0w°' Z O O W oac F- O w O U w ZLLI Z Q J C U 0 w w o ov 0 a � t- w J U X m LLI _J O (L 0 Z Q Z Q J a 2 V t- z C < CC w =) o = o �' W °C �a F 1 PROJECT NO. 120-OsO DRAWNG NO. 25 C-3 10'-0" 8` EL. 5040.00 EL. 5039.00 I L OL EL. 5036.71 (SOUTH) T.O. WALK INTERIOR LEDGE EL. 5037.01 SIDEWALK EL. 5036.71 n EL. 5033.78 (EAST) EL. 5033.84 (WEST) EL. 5031.00 T.O. FOOTING n EL. VARIES _ INV. 5027.67 (EAST) INV. 5027.61 (WEST) EL. 5006.45 EL. 5005.45 EL. 5003.19 (SOUTH) T.O. WALK INTERIOR LEDGE EL. 5003.49 SIDEWALK EL. 5003.19 EL. 5000.00 nEL. 4999.00 FT T.O. FOOTING OILEL. VARIES INV. 4991.35 (EAST) INV. 4991.45 (WEST) 8" 5'-2" r I 1 - - - - - 5'-2" INTERIOR LEDGE EL. 5 37.01 WALK IEL. 5036.46 INTERIOR LEDGE EL. 036.71 SIDEWALK EL. 036.46 20' x5' C.I. P. RCBC 5'-2" HANDRAILS 5'-2" 8' 3/4" DEEP FORMED NOTCH (TYP. ) -HEADWALL EXTERIOR LEDGE FIXED EL. 5036.75 TOE WALL LARIMER NO.2 CULVERT ELEVATION SCALE: 3/8"=l'-O" INTERIOR LEDGE SIDEWALK INTERIOR LEDGE SIDEWALK 5'-2" )3.49 )3.09 003.38 003.08 10' x 3' C.I.P. RCBC 5'-2" HANDRAILS TOE WALL SHERWOOD CULVERT ELEVATION SCALE: 3/8"=1'-O" 12' - 0" 3/4" DEEP FORMED NOTCH (TYP.) N a } 10'-0" -1 t -HEADWALL 8 EL. 5039.00 � INTERIOR LEDGE EL, 5036,76 SIDEWALK EL. 5036.21 EL. 5036.21 (NORTH T.O. WALK EL. 5033.78 (EAST) EL. 5033.84 (WEST) _ EL. 503_ 100 T.O. FOOTING EL. 5006. EL. 5005. INTERIOR LEDGE EL. 5003.38 - SIDEWALK EL. 5002.97 EXTERIOR LEDGE FIXED EL. 5003.38 EL. 5002.97 (NORTH T.O. WALK EL. 5000.00 EL. 4999.00 T.O. FOOTIN City of Fort Collins, Colorado UT1PR APPROVED: •r/ .- Director t Engineering Date CHECKED BY:� Water & Wastewater Utility Date CHECKED BY: JZ Z' -fi' l-1 . Stormwater Utility Date N4 Z. Z. 7 , CHECKED BY: Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922-1987 on 534=6700 UZETRO CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED BY LARIMER 0.2 CANAL COMPANY THIS ' OF BY PRESIDENT) APPROVED BY SHERWOOD IRRIGATION COMP9A9N8Y THIS J X fa OF BY _-? (PRESIDEN ) ` fill 11 u • ao©o ©er' ao 'z= aPw P �� .,a a�1�1JJN � ✓,;Wia= U d'W~piJ Xa�OlnO Op22}0 JpJ F z a �� J�p �$_ ©� a < a 0 - �Few�� Q�amrca W a oa WOzo OJOwa� o��wsW�6Z .. 0.' z .n rcxk'oW R'IC a �zo .o-g Q'7i Zo �'W K Oj -YQ2h w0 zNuz:e wzzxF ow WOUFQYUri� tOi) zOWONW .00 �aSaaa:z apazxp Cr 0 O co 0 w Cr I•- O x ...N W O W U 0 zUJI z a -j Cr U F H w W cc o U W a 07 z O a w J W H cc W J U x m 0 O W x 0Z 07 11 cc 0 2 Wa W J F PROJECT NO. 120-030 DRAWING NO. 26 C` No Text 1 -1 E EL. 5007.15 EL. 5006.15 nEL. 5002.58 (SOUTH) 'T.O. WALK n EL. 4998.73 (WEST) DEL. 4998.66 (EAST) EL. 4995.00 T.O. FOOTING EL. VARIES INV. 4993.90 (WEST) INV. 4993.83 (EAST) C9 0 N D' N w a z CD 3 0 F_ L ARTHUR CULVERT ELEVATION SCALE: 3/8"=l'-0" City of Fort Collins, Colorado UTII},T�„�' PPROVAL APPROVED: (�,�'j ' �� erector f Engineering Date CHECKED BY: J A I.31.49 Water & Wastewater Utility Date CHECKED BY: 1-.2f, f3p Stormwater UtWty Date CHECKED BY: DVh Z- 2 9 i Parks & Recreation Date CHECKED BY: CHECKED BY: CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 oR 534=6700 'NDEmNEYTERRO CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. � �� EL. 5003.89 ,003.59 =ST \ST) APPROVED BY ARTHUR i RIGATION COMPANY THIS 4 /7— F 41998 (PRESS T) Date uace m �l N Q cr (n O_ U (n O S m LLI a CJ 0 N W a c\l rn �W a m ,4 z. ilF �1J'a2W I�wp VCZri ti Cah ¢W �o(p�j :L4O NO Opxa21WyJ0 X:5 F OZ OO Z� != a aCDaKJ- ttttJJ 10 a d' ZpwVl€ JIJ4Y wQ Z a1C_wm1' C.i I pCrLy,(C�Yy p OoZU�OW�N UJ'z za wOM1IJnJxWxF�N.7 a SLLapoH Y _ �zp�az S3wzNZiF 0_ 20<zmW apn<a3 aazxp � g wm Q Qm Q Q:T UW N N 0 a N F ¢ Q� h Q 0CV �N F _ �WW K F ¢ Q J Ek:LLI � Ld �y W z U' ¢ Q \Z z Q UZ = W ¢ Q V } } F W M W ¢ mlX �� aw om o� ° a�aNOJo�V Z 2 0 r m m ril o C o � a C, W�w�CQ U P4 z n wdo�a] 02 4 ch I % vl E-E � ` 000� W z O O qc W D: F O x J W O U LLI z Z LLI Z J O Lu U E w W 0 o' U LL. o: d PROJECT NO. z O Q > LLI J W Ir 12 w J U x z m a CC o = O ~ w � � Q F 120-03 0 DRA"NG NO. 27 I RIGHT-OF-WAY EXHIBIT CENTRE AVENUE 9 v 0 0 0 0 0 ------------, i J`x te A TRACT OF LAND LOCATED IN THE SOUTH HALF AND THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. SCALE 1'=100' NG CREEK 0 00 200 300 400 -_ I ------ SO 0 RA/NACF ��, J -"- _- -------�__ _ ACCESS EASEME Q - __------ ' - NT x tLi ` � GE & AG6 EASEMENT''�_�i 5.631 ACRES C�''^�� A "' A1N 0' , _ _ Ow p o ----------------------- 50 ORA\N AND 0R 445g_- o _ ------- -�__ \ p� ---------- FOUND NUMBER CCE55 E / o _._ - � � O 3 FOUR REBAR WITH U 101Y. A 1408 5/-� �_ w 0. CAP LS 12374 PE. 5 /� �•"� CA_�_ �`�` a_ SLO - 4 --------------- 45 ''� -- ---- �`'�OPOSE NVE j ---_ C LIJ -- - ------ q g0 EP,5V - so \ ------ 4 L5 �_ ACAC 6 P pVE w GE - f0a 25 RA1NA OR NAG ------------- A/ ` NUMBER MATH GEN'fF�E_��_-�Uj��TY, PGGE55 & _ - "-------- ------ £ CAP LS 12374 45 `.` L2----CA5 EA5EIAENT _ \ _______ --- - \NAGS & AGGE55 45' & 50' EASEMENT Sp ORA BY SEPARATE DOCUMENT __ FOUND NUMBER T BY SEPARATE DOCUMENT EAST QUARTER CORNER SEC. 23-7-69 FND, 2-1/2" ALUM. CAP LS 17497 CENTRE AVENUE RIGHT-OF-WAY DESCRIPTION A tract of land located in the South Half and the Northeast Quarter of Section 23, Township 7 North, Range 69 West of the 6th Principal Meridian, City of Fort Collins, County of Lorimer, State of Colorado, being more particularly described as follows: Considering the East line of the Southwest Quarter of said Section 23 as bearing North 00'19'33" East and with all bearings contained herein relative thereto: Commencing at the South Quarter corner of said Section 23; thence, North 17'32'49" West, 1615.78 feet to a found number four (#4) rebar with cap LS 14823 on the Northeasterly line of that parcel described in Reception No. 88003252, said point being on a curve concave to the East having a central angle of 86'41'10", a radius of 11.00 feet and the chord of which bears North 03'27'22" East, 15.10 feet; thence along the arc of said curve 16.64 feet to the POINT OF BEGINNING said point being on the Southeasterly line of that parcel described in Reception No. 88003253; thence, North 43'07'52" West, 68.00 feet to a point on the Northwesterly line of said parcel described in Reception No. 88003253; thence, North 46'48'18" East, 133.26 feet to a point on a curve concave to the Northwest having a central angle of 30'43'14", a radius of 576.00 feet and the chord of which bears North 31'1 East, 305.15 feet; thence along the arc of said curve 308.84 feet; thence, North 16' 05'04" East, 175.81 feet to a point on a curve concave to the Southeast having a central angle of 26'45'28", a radius of 644.00 feet and the chord of which bears North 29'27'48" East, 298.03 feet; thence along the arc of said curve 300.76 feet; thence, North 42'50'32" East, 1113.87 feet to a point on a curve concave to the West having a central angle of 56'58'57", a radius of 866.00 feet and the chord of which bears North 14'21'03" East, 826.21 feet; thence along the arc of said curve 861.26 feet; thence, North 14'1 West, 445.90 feet to a point on a curve concave to the East having a central angle of 14'49'13", a radius of 644.00 feet and the chord of which bears North 06'43'49" West, 166.12 feet; thence along the arc of said curve 166.58 feet; thence, North 00'40'48" East, 73.11 feet to a found number four (#4) rebar and cap LS 12374 said point being the Southwest corner of said University Place P.U.D.; thence along said South line of University Place P.U.D. by the following two (2) courses and distances, South 89'19'12" East, 54.50 feet to a found number four (#4) rebar and cap LS 12374; thence, North 75'45'57" East, 13.97 feet; thence, South 00'40'48" West, 76.71 feet to a point on a curve concave to the East having a central angle of 14'49'13", a radius of 576.00 feet and the chord of which bears South 06'43'49" East, 148.58 feet; thence along the arc of said curve 148.99 feet; thence, South 14'08'25" East, 445.90 feet to a point on a curve concave to the West having a central angle of 56'58'57", a radius of 934.00 feet and the chord of which bears South 14'21'03" West, 891.08 feet; thence along the arc of said curve 928.89 feet; thence, South 42'1 West, 1113.87 feet to a point on a curve concave to the Southeast having a central angle of 26'45'28", a radius of 576.00 feet and the chord of which bears South 29'27'48" West, 266.56 feet; thence along the arc of said curve 269.00 feet; thence, South 16' 05'04" West, 175.81 feet to a point on a curve concave to the Northwest having a central angle of 30'43'14", a radius of 644.00 feet and the chord of which bears South 31'26'41" West, 341.18 feet; thence along the arc of said curve 345.30 feet; thence, South 46'48'18" West, 133.33 feet to the POINT OF BEGINNING. FOUR REBAR WITH `. CAP LS 12374 \`� Z V) The above described tract of land contains 5.631 acres more or less. w ` ` w ` � I °J\ �o• ` 4- 4`N J LEGEND, FOUND SECTION CORNER MONUMENT AS NOTED. OW < FOUND QUARTER CORNER MONUMENT AS NOTED. w o w ` Z a- Q El FOUND No. 4 REBAR AS NOTED. w 0- o \ I • SET No. 4 REBAR W/CAP LS 14823. UN) iE- Z `''Of `C w e ` NORTH QUARTER CORNER N �" \`� 2i x, \� EAST LINE SOUTH QUARTER CORNER SEC. 23-7-69 ss. SOUTHWEST j� \O SEC. 23-7-69 FND. 2" ALUM. CAP la �\ \� IN RANGE BOX FND. 3-1/4' ALUM. CAP QUARTER LS 25372 ` LS 20123 I (BASIS OF BEARINGS) ----------------------------------------------------------------------- /` 238737' N 00'19'33" E Lam-----------------------s --`= ---- - ----- ---------- �� =1 CENTER CORNER J 6S`♦ j\r SEC. 23-7-69 `Fp B9• / W -- FND. 2" ALUM. CAP I\• n �•32?8 LS 25372 DEED OF/ `.� 45' EASEMENT BY N--\6ti5I EASEMENT RECEPTION SEPARATE DOCUMENT \� #88003253 ` WEST QUARTER CORNER \ ``\�` \�8~� 4sr SLOP - - SEC. 23-7-69 �\ £' �TIUTy - c\, � '6'o,5, SS qNo o POINT OF \``\- CO ` �7>s 87RA/NAGE £gSeM fNT BEGINNING FOUND NUMBER 45, `•� '\ FOUR REBAR WITH stopE UT N 160 \ `�\ CAP LS 14823 CURVE TABLE CURVE DELTA RADIUS BEARING CHORD LENGTH CAI 86'41'09" 1100 N 03'1 E 15.10 16.64 CA2 30'43'14" 576.60 N 31-2641" E 305.15 308.84 CA3 2674528" 644.00 N 29-27'48" E 298.03 300.76 CA4 56'58'57" 866.00 N 14'21'03" E 82621 861.27 CA5 14'49'13" 64400 N 06-43'49" W 16612 166.58 CA6 14'49'13" 57600 S 06'43'49" E 148.58 148.99 CA7 56'58'57" 934.00 S 14'21'03" W 891.08 928.90 CA8 26'45'28" 576.00 S 29'27'48" W 266.56 26900 CA9 30'43'14" 1 644.00 1 S 31'26'41" W 1 341.18 345.30 LINE TABLE LINE LENGTH BEARING Lt 68.00 N 43'07'52" W 1_2 73.11 N 00'40'48" E 1_3 54.50 S 89'19'12" E 1_4 13.97 N 75'45'57" E 1_5 7671 S 00'40'48" W l<lTy ACCESS AN175,81, D ORAINAOf EASEMENT \, 45' EASEMENT BY SEPARATE DOCUMENT P��Q��LS`L 2F'G�OG 1 �0 n THE SEAR BROWN GROUP FULL -SERVICE DESIGN PROFESSIONALS 209 SOUTH MELDRUM FORT COLLINS, CO 80521-2603 (970) 482-5922 SHEET 1 0!F 1 12-23-1998 C-3 ARTHUR CULVERT PLAN 1 "=10'-0" City of Fort Collins, Colorado UTI P N Pft0VAL �s APPROVED: �v� Z! Director tof Engineering Date CHECKED BY: Not 1-431. Water & Wastewater Utility Date CHECKED BY: &' A /—::9 �9 Stormwater Utility Date CHECKED BY: Af Z 15 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 oR 534-6700 0� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIO, GRADE, OR EXCAVATE FOR THE MARKM OF UNDERGROUND MEMBER UTILITIES. APPROVED BY ARTHUR IRRIGATION COMPANY THIS Z5yTh QF�1�(�c, 1998 BY (PRESIDpify a C, >Zw w F m4 Q~ V U� W O w Ow WN C7 mW�o�� Omo U F 3?0SLm �g oza 4a Qi N UVIZO ��UImosW x � a -.W-go OWw�`m O_NJW 3Wm,UW d ~� w1.x v_i n¢0Zoz oaJWNOz ~iazo w�Wzml U S O 4 O W a-mj o ¢> JJX_QOU N W WQ K p J Z O w O x�W F taoaaa�ao�zo W 00 W m W 00 z 0 Q m Q� t Q 700) 0'.:'DU' � C� � N Q Zo O U N W W O W Q Lu N N z N Q O> Q IW- Z � �N 2 � Ck� U W r � J W W W 2 q 2 W J H N �+- m W O W W 1 J Z X o¢ of 3M uj ao m m n d� D_n NU'- Zro 1, CM W O OCQ O PG I CQ z c3izx' Fi+ v,zao 1—1 W=W"'Ujw. Wd0N wa�om v3 W O c ,�w/Myl E"�VJ�wc�w°' z O O U o z ¢ W o� ►— O X J W O U W z z C6 w z > J Q J O W U F H W W O 0 U LL. o: a PROJECT NO. 120-030 DRAWING NO. 7A C— 18" REF. SHEET 30 18" FOR RAIL DETAILS 3/4" CHAMFER 4 3/4" ALTERNATE #6 BAR LEGS 3/4" CHAMFER 43/4" / (TYP.) (TYP.) (TYP.) (TYP.) / \_ EXPOSED CONCRETE SURFACES, ON ALL T.O. WALL 1 SIDES OF WALLS, SHALL RECEIVE A CDOT T.O. WALL CLASS 5 MASONRY COATING. THE COATING EL. 5040.00 COLOR SHALL BE APPROVED BY THE ENGINEER. EL. 5007.15 ° BRICK VENEER * ° 8 1/2" ° i SUPPORTED BY DOVETAIL 8 1/2" ANCHORS ® 18" O.C. HORIZ. ADD 2—#4 (CONT.) -�� I / ADD 2 — #4 (CONT.) I I #6 06" I * NOTE: #6 ® 6" I 7—#5 EQ. SPCS. °i SEE SITE PLANS TYPE, COLOR, AND SIZE OF 7—#5 EQ. SPCS. °I BRICK N R VENEER SHALL BE ¢ OPTIONAL 10 T.O. INT. LEDGE I b I APPROVED BY THE ENGINEER OPTIONAL oT.O. EXT. LEDGE CONSTR. JT. I i SEE SITE PLAN AND CITY OF FORT COLLINS OQT•O. EXT. LEDGE CONSTR. JT. I DEL. 5037.00 SIDEWALK ° I EXP. JT. MAT'L PRIOR TO CONSTRUCTION. EL. 5004.00 8—#4 CONT. 3' INTO I 8—#4 CONT. 3' INTO RETAINING WALL SECTIONS ° IV ° ° ° ¢ ° ° ° ° ° RETAINING WALL SECTIONS I V (BOTH SIDES OF BOX) Ia° ° (BOTH SIDES OF BOX) ° I v 3" v IV #3 x vI• °� #3 STIRRUPS ®12" O.C. #3 x °19 ® 12" p ° ®12" p ° I° CAST —IN —PLACE I° T.O. EXT. LEDGE vi ( BOX CULVERT T.O. EXT. LEDGEOQ EL. 5033.78 (EAST) _ p ° EL. 4998.73 WEST ° EL. 5033.84 (WEST) w ° ° ° ° ° ° ° ° EL. 4998.66 EAST o ¢ ° STD 90' HK ° ° ONDING AGENT & STD 90' HK TOP & BOT JOINT SEALANT TOP & BOT ° (TYP. 4 SIDES) L18" 2—#4s CONT. THROUGH °THROUGH LO CONTROL JT. 10"3— 4,s CONTROL JT.10 # 2'-6' 2 —6. . n12 FORMED JOINT12" INV. INV. EL. VARIES —� ° EL. VARIES — SEE PROFILE SEE PROFILE n , ° 1'-6" #4 x I ® 18" I a N ° 4—( #4 (CONT)(PLACE AS SHOWN) J(2 TOTAL) LARIMER NO. 2 SECTIO A NTS 26 0 0 C6 N J U 9„ REF. SHEET 30 `FOR RAIL DETAILS ALTERNATE #6 BAR LEGS EXPOSED CONCRETE SURFACES, ON ALL SIDES OF WALLS, SHALL RECEIVE A CDOT CLASS 5 MASONRY COATING. THE COATING COLOR SHALL BE APPROVED BY THE ENGINEER. BRICK VENEER * SUPPORTED BY DOVETAIL / ANCHORS ® 18" O.C. HORIZ. * NOTE: SEE SITE PLANS TYPE, COLOR, AND SIZE OF BRICK VENEER SHALL BE T.O. INT. LEDGE APPROVED BY THE ENGINEER VSEE SITE PLAN AND CITY OF FORT COLLINS EXP. JT. MAT'L SIDEWALK PRIOR TO CONSTRUCTION. ® 6" O.C. 10 1/2" CAST-IN-PLA E 10 1/2" BOX CULVERT o ° ¢ , y a ° v �—BONDING AGENT & JOINT SEALANT \ (TYP. 4 SIDES) — #4,s FORMED JOINT 4 ° v ° ° a C ° ° ¢ 1'-6" #4xN1® 18" I N #4 (CONT) (PLACE AS SHOWN) (2 TOTAL) ARTHUR SECTION B NTS 27 City of Fort Collins, Colorado UT t P N PPROVAL ''--� Zretli APPROVED: irector of Engineering Date CHECKED BY: Kib131.94 Water & Wastewater Utility CHECKED BY: 17.4. ,Date /_cZ-- Stormwater Utility Date CHECKED BY: NA Z 2- 19 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 oR 534=6700 CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 18" REF. SHEET 30 3/4" CHAMFER 4 3/4" FOR RAIL DETAILS (TYP,) ° (T;) ALTERNATE #6 BAR LEGS N EXPOSED CONCRETE SURFACES, ON ALL T.O. WALL SIDES OF WALLS, SHALL RECEIVE A CDOT CLASS 5 MASONRY COATING. THE COATING EL. 5006.45 ° COLOR SHALL BE APPROVED BY THE ENGINEER. 8 1 ADD 2 — #4 (CONT.) #6 ® 6" O.C.- 7—#5 EQ. SPCS. --� OPTIONAL-- T.O. EXT. LEDGE CONSTR. JT. EL. 5003.50 8—#4 CONT. 3' INTO RETAINING WALL SECTIONS (BOTH SIDES OF BOX)—/ #3 x C ® 12" T.O. EXT. LEDGE EL. 4995.28 WEST) EL. 4995.18 ((EAST) o N Q BRICK VENEER ° SUPPORTED BY DOVETAIL I I ANCHORS ® 18" O.C. HORIZ. * NOTE: / SEE SITE PLANS TYPE, COLOR, AND SIZE OF BRICK VENEER SHALL BE T.O. INT. LEDGE APPROVED BY THE ENGINEER SEE SITE PLAN AND CITY OF FORT COLLINS ° EXP. JT. MAT'L SIDEWALK PRIOR TO CONSTRUCTION. ° I • 3" #5 ® 6" O.C. _ 10 1/2" I� I p vl° ° 0 In CAST-IN-PLA E V 10 1/2" BOX CULVERT ¢ STD 90' HK TOP & BOT 2—#4's CONT. THROUGH ° CONTROL JT. O ° n ° v ° av INV. ° EL. VARIES s - SEE PROFILE Z ° v ° v ----BONDING AGENT & JOINT SEALANT \ (TYP. 4 SIDES) 3—#4's FORMED JOINT ° 1'-6" #4 x C'4 18„ 1 #4 (CONT) (PLACE AS SHOWN) (2 TOTAL) SHERWOOD SECTION c NTS 26 EB 141999 Structural Only APPROVED BY LARIMER NO.2 CANAL COMPANY THIS 4- OF .) ? v, 199A� BY (PRESIDENT) APPROVED BY SHERWOOD IRRIGATION COMPANY THIS OF i! _ 1998 By af1 (PRESWT) APPROVED BY ARTHUR IRRIGATION COMPANY THIS �9 -f- Tr OF 1998 BY - L ' (PRESIDEW) m N C3 Q) z o (n z Z O o � Ld 1.4! X m m a U r Oil 2�UV FOw Ow�W WN �CW7 rcw n66� i3--0can0 Vz 0 3�pfr� tt�zd iiaw OO g=wwin= �w YW FPi o<zz0~ arcymD za �GFO Oi wwwIF Ch i OW DW m 3rcxw�w <HW yy, W NO 0zo A 5;UI�w= oNG i Nw O Jw=p O a 2 X Q U ii F �z wOc>r UC0 Caoad�?<oazH- io L w m a0' w co tR w co ate' z 3rn in `'nrn oC-D¢ o¢ o¢ �? 1) CD LJ U \ a w o: z \ z Za < z U = 2 F J U W W—a N U m J m W Z x M 0 m W m Z m ( a -am' 0- o J in OWZZ l� z Z o � M o O o a � ti a. � 1 v' W A a o U W � �gzkn wdl/or�' coo, E0m 0E o 0zm z O O W cc 11- O X J W O U W Z co W 9 J Q J CC U H I — cc W W O U U. IL PROJECT NO. 120-030 DRAWING NO. 28 C -3 1738 18" 434" F. WALL VARIES SEE WALL ELEVATIONS d T.O. EXT. LEDGE iI L. 5037.00 C. v � d 4 ° d 8 1 T.O. INT. LEDGE SEE SITE PLAN SIDEWALK a a ° - (3) #5x CONT HORIZONTAL EQ. SPACING - #5 ® 16' O.C. 45 DOWELS 016" O.C. EACH SIDE (3) #5x CONT HORIZONTAL E.F. EQ. SPACING 14 1 /2" ° I 4 ° TOF= 5031 ° (2) #5 x CONT. o d I ° L ° 33"" CLR T 2'-0" LARIMER NO. 2 PARAPET NTS T.O. WALL 'EL. 5033.61 (EAST) EL. 5033.67 (WEST) d 2 x 6 BEVELED KEYWAY <J MATCH BOX N I io 1'-6" rn #4 X I ®18" �i N #4's #4 ® 18" J 3" CL -#4 ® 12" E.F. #4 ® 12" VERTICAL 0 __�#4 DOWELS @ 12"1.( E.F. N 12" E.F. 2" PVC PIPE WEEP HOLESS ® 4'-0" O.C. #4 ® 18" 2" CLR- 4 a 3 CL #4 ® 12" 4'-6" 18" 4 3/4 (TYP.) J.O. WALL EL. VARIES SEE WALL ELEVATIONS 0 T.O. EXT. LEDGE L. 5004.00 4 • (3) #5x CONT HORIZONTAL EQ. SPACING - #5 ® 16' O.C. T.O. INT. LEDGE SIDEWALK SEE SITE PLAN a ° __.—#5 DOWELS @16" O.C. EACH SIDE (3) #5x CONT HORIZONTAL E.F. EQ. SPACING /-(2) #5 x CONT. 33"" CLR T ARTHUR PARAPET SECTION B NTS 27 LARIMER NO. 2 WINGWALL SECTION D ARTHUR WINGWALL SECTION NTS 26 NTS 2 TOF= 4995.00 18" 434" T.O. WALL (TYP.) L. VARIES SEE WALL ELEVATIONS 8 1 /2" • (3) #5x CONT HORIZONTAL • EQ. SPACING • #5 ®16O.C. d ° T.O. EXT. LEDGE •° T.O. INT. LEDGE SIDEWALK L. 5003.50 SEE SITE PLAN a o ° 4 da • #5 DOWELS 016" O.C. • EACH SIDE /\\�%\\ �^ EQ. SPACING HORIZONTAL E.F. 2" CLR OC.O. EXT. LEDGE `DEL. 4995.28 (WEST) 14 1/2" EL. 4995.18 (EAST) ° d •O TOF= 4999.00 o ° ° (2) #5 x CONT. 33"" CLR* 2'-0" I T SHERWOOD PARAPET SECTION NTS 1'-0" T.O. WALL EL. 5000.00 4 \ #4 ® 12" E.F. • Q #4 ® 6" VERTICAL 2" CLR 0 •< #4 DOWELS @ 6" I E.F. N Q 2 x 6 BEVELED 12" KEYWAY • E.F. 2" PVC PIPE 1'-3" WEEP HOLESS -�_ ® 4'-0" O.C. 4 • / // #4 ® 2 „ CLR EL. MATCH BOX INV. o I \ 4 4 a CLJ 1�-6" 2-#4's #4 X �I ®18„ #4 CAA 12 N 3" CL 9„ I� SHER NTS W City of Fort Collins, Colorado U APPROVAL APPROVED: r� Z hector f Engineering Date CHECKED BY: & Water Wastewater Utility DDaatee CHECKED BY: .U• �� /-.z4-99 Stormwater Utility Date CHECKED BY: Np Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR 534=6700 NMETRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE_ OR EXCAVATEN FOR THE MARKG OF UNDERGROUND MEMBER UTILITIES. APPROVED BY LARIMER NO.2 CANAL COMPANY THIS +h OF 19941 BY RESIDENT) APPROVED BY SHERWOOD IRRIGATION COMPANY THIS -9N�Tti OF .�04 1998 BY 2,LL1=� (PRE NT) APPROVED BY ARTHUR IRRIGATIN COMPANY THIS 2 � x�QP f�, . 1998 BYLam- (PRESIDFKIT) Structural Only FEB 191999 a w0 w aQWaQ 6 m 4 W�y < "'m OWw Us U ¢W�p�V Ng�0 2 lzuz O F pJpa @g 0 3; ag10 amaOzdw O gzpwv0ii Eww8• pW W FWi r arc w W a O,ZFzz oopw F_ ti 3 �w�W¢w 3urrcn 0 nozo >m-oaaz Om p az3NFaczWiio pn U� N�woUwzQ T��Fo F. w��rc� o oNa tapaaa?G�'pazxp .100 wrn wrn wrn Z w� BCD ocD ocD w emu, < �� < a w w < W UN N C7 C�V Q� Q� H z p N p V a � � a W 4 W Qz_ 0 z = J x L� 9� mW Q W U z W Om p= am Qm ('Q�� Z O J 0 1 /) Z Z O O 1 w cc w p U W ZLU U) Z > d J O W 0 Cr F- H W LLLI o U LL. a 2 O U W U, J Cr I-- v U) F-- Cc W z r 3 Z) U x 0 O J Im PROJECT NO. 120-030 DRAWING NO. BOND BREAKER SEE w w x 1/2" 1r E I JOINT SEALANT (USE NON -SAG FOR VERTICAL OR OVERHEAD) a U) � JE4XFANSION Z w JOINT FILLER EJ-2 5'-3" 0 I 3" 3"O i ti NOTE: THIS DETAIL IS F( PERPENDICULAR 1 � OF THE BOX 01 2X6CONT, BEVELED KEYWAY. LZ 90 U _Z a �' (n CONT. 6" PVC WATERSTOP CAST IN PLACE CONSTRUCTION JOINT DETAIL #6 ® 10" O.C. #4 ® 18" O.C. #5 ® 12 O.C. 04 N r —• --T-----•—•-----1------T--_--Y------f— ----T----- f -------------- -----•7------•�---— I yI 0 1 i� #4 x CONT. �� I 9 ! I. .1 #5 ® 12" O.C. 12" O.C. ! 1 1 3/4" CLR. I I o l• #5 O 12" O.C. �• •� ! 2x4 BEVELED 11 1 11 #5 O 12" O.C. I 1 I li KEYWAY o- I' oil (q� #5 TYP. it I O CORNERS v #6 ® 12" O.C. #4 x CONT. II• •i iv ® 12" O.C. I• rII (V I --.-------r------r-- -.-- r-1-- ---..f------r-----�.------ ------r------�--- 0 \\\--#6 U L M #5 ®12 O.C. F 3'-0" ®6" O.C. 20'-0" 1'-0" t LARIMER NO. 2 CANAL BOX CULVERT SECTION e NTS 9 3" i� 4 TYP '-0" #4 ® 12" O.C. M1 EACH SIDE I EACH #4 ® 12" O.C. #4 018" G.G. # SIDE N�U 5 ® 6 O.C. O O F N I N EE VARIES SEE PROFILE 0 #4 ! I o TYP. FI #5 ® 12" O.C. ` �. � 12" O.C. #4 @ II i 10" I EACH I #5 ® - 12" O.C. II SIDE 4 # ®� I 1 12" O.C. 0 0 I 12" 0. C. #5 ® I 1 3/4„ 4'-0 #5 ® 12 O.C. #5 ® 1 11 6„ PVC c 12" O.C. ', C RL #5 ® 6" O.C. N 12" O.C. I WATER STOP 1 . �) ,I TYP. c l TYP. 2"x4 BEVELED (r-- , - - - - KEYWAY (4) #5 TYP. ® CORNERS 10" 1 #4 ® 12" 0. C. J lo'-o" L . �� #4 ®12" O.C. "� BEND BAR TO MISS WATERSTOP TYP. - ----- - --- - -- — 10" ARTHUR & SHERWOOD BOX CULVERT SECTIOI NTS SIDEWALK SIDE STONE CONTINUE HORZ. REINF. FACINGS THROUGH PILASTER \ 8„ 8" a \ < a" a °P ;� STONE `� 10- #6's FACING 3/4" CHAMFER CONT. #3 TIES ® 8" 3/4" DEEP FORMED NOTCH (TYP.) PILASTER SECTION A NTS 6" PVC WATER STOP BEND BAR TO MISS WATERSTOP TYP. 1'-0" NOTE: CONTRACTOR CAN SUBMIT SHOP DRAWINGS BASED ON CDOT M STANDARD M-601-1 AS ALTERNATIVE TO STRUCTURAL DESIGNS SHOWN ON THIS SHEET. bs PILASTER __� SEE SEC. A/29 PILASTER I I I a MAIN a REINFORCING 2'-0" L LT 3'-O" (10) #6 DOWELS, SPACING TO MATCH PILASTER MAIN REINFORCING. GENERAL NOTES: 1. CONCRETE SHALL CONFORM TO CDOT CLASS D SPECIFICATIONS. A. CEMENT TYPES 1. TYPE II LOW ALKALI PER ASTM C - 150 2. REINFORCING STEEL SHALL MEET ASTM A - 615 GRADE 60. EPDXY COATED. 3. THE USE OF CHEMICALS OR ADDITIVES TO PREVENT FREEZING SHALL NOT BE PERMITTED. REFER TO COOT SPECIFICATIONS AND TO DIRECTIVES BY THE ENGINEER FOR ADDITIONAL COLD WEATHER REQUIREMENTS 4. ALL CONCRETE SHALL BE PROPERLY VIBRATED IN PLACE USING INTERNAL VIBRATING RODS ( MECHANICAL OR ELECTRICAL) IN ACCORDANCE WITH CDOT SPECIFICATIONS. A. CONTRACTOR SHALL HAVE SPARE VIBRATOR ON SITE. 5. CONCRETE TESTS WILL BE MADE ON ALL POURS OR AS DIRECTED BY THE ENGINEER. EACH TEST SHALL CONSIST OF A MINIMUM OF THREE (3) CYLINDERS OF WHICH ONE SHALL BE TESTED AT SEVEN DAYS, ONE TESTED AT TWENTY EIGHT DAYS, AND ONE RETAINED IN RESERVE FOR LATER TESTS IF REQUIRED. SPECIMENS SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C - 31 AND C - 39 STANDARDS. SLUMP AND AIR ENTRAINMENT TEST SHALL ALSO BE MADE WITH EACH SET OF CYLINDERS TAKEN. 6. BEFORE CONCRETE IS PLACED, CHECK WITH ALL TRADES TO ENSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC., RELATED TO THE WORK. 7. MEMBERS SHALL NOT BE STRIPPED OF FORMS UNTIL CONCRETE HAS REACHED IT'S DESIGN STRENGTH. 8. ALL EXPOSED CONCRETE SHALL HAVE A "RUBBED" CLASS 5 FINISH. 9. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 10. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/41NCH. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 12. ALL CONSTRUCTION SHALL COMPLY WITH COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. NOTE: SOME REINFORCING NOT SHOWN FOR CLARITY TOP OF C.I.P. CULVERT -\ 2" CLR-I SECTION D NTS 29 APPROVED BY SHERWOOD RRIGATION COMPANY THIS r`�— 0"011 _ 1998 BY /h tr (r 4�y .w (PRESIDEWT) 1r, City of Fort Collins, Colorado t PROVAL APPROVED: / 'V'�' Z!B Director t Engineering Date CHECKED BY: NA 1-.3).919 Water & Wastewater Utility Date CHECKED BY: AJ6, 0 I l-lL. Stormwater Utility Date CHECKED BY: mZ Z 7 � Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 OR 534=6700 '"DEmNEVTERRO CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU M GRADE. OR EXCAVATE FOR THE MARKNG OF UNDERGROUND MEMBER UTILITIES. Structural Only TYPICAL CHAMFER E N TS 29 APPROVED Y LARIMER 0.2 CANAL COMPANY THIS �i OF2.w— 199ikg BY (PRESTO NT APPROVED BY ARTHUR IRRIGATION COMPANY THIS �` F ,lc * 1998 BY _al,� E T) in N N Q Q J Q m Ij a � R W of a Lr--- CD mu)-j- ro 04 6. r i�ra w w F mU ,-ilYi < wV¢�� w�iWin U' ¢w_40V < OAF z O2U<}W �JC�JJO< Z ¢ zww N� �wa!mz4 E"Ga'i < ♦�� wo¢iiz O wb o w<_ U' [j fAVWJ �Wl�il� W .JVI WNCia�0 pY', V1 o Swz6�z wiur�iF W < FNW�yr<r Owl: o o w� ¢ Uxi '"tt0 actin<rc"0,ouVi H �aSaaa?aoe;iio kl- F-te' mm FQm F� 3 WC,a p? ¢ p� 4C pM C-D am m MCI) Drn ¢ (nC-5 L) Q. - a � J z a 0 z Q z U w ¢ 2 y �jr y } U m C)\< mZ X O m O F- a a m ¢ w d� a� o-' o (nz z ro 00 m M O w o � M go CO CO 0 1 mzao �a�z n wdNoN�w�zo1 �awa�O E-4 wwc=ww 0 O O 55 W O W O U Lu Z Lu Z a J O c U w W O o' 0 LL. Of a C0 J Q LLI in ets W _O F 0 Lu cc U cc I-- 00 IF cc Lu z 9 z J Of p o X w 0 � m F PROJECT NO. 120-030 DRAWING NO. 29 WELD AND - GRIND FLUSH 5/16" x 5" — FLANGE PLATES 3/16 5/16" WEB R POSTS —� (A36) 3/16 3/16 1/4 BASE TO BE FLAT & TRUE 2 1/2" 3 1/4- 1 3/4" 1 3/4" 1 3/4" 1 7" STEEL POST DETAILS rH1 NTS 30 3 1/2" DIA. STD. PIPE (ASTM A53) 3/16 V GS 4" DIA. EXTRA STONG PIPE (ASTM A53 GRADE 8) 3/16 GS RAO. 3'-10" RAIL ELEVATION NTS \,3J �— END PLATE --1/2" x 7 3/4" x 2'-10" O O a Q 3 3/8 FRONT FACE OF RAIL PARAPET Q O 0O O a PLAN DETAIL OF RAIL BEND AT ABUNTMENTS /-r� O U0 NTS 30 c 07 O Co O d " v a D 00 L U7 3/4" DIA. BARS "' ' TO ANCHOR BOLI 7 1/2" LONG TOP OF PARAPE 'OS CHAMFER BEFORE THREADING 3" THR'D M N 6 1/2 " 31/ ° ANCHOR BOLTS 9 3/4 9 3/4" LONG. ANCHOR BOLT SETTING DETAIL E NTS 30 TOP RAIL SLEEVES SHALL 1/8 BE WELDED TO "n UPPER RAIL- 3 1/2" DIA. DOWNGRADED SIDE 3/16 STANDARD PIPE BOT. RAIL OF JOINT 1/4 41„ LOWER RAIL- 4" DIA. 3/16 1/8" 3/8" 1/6 PANEL LENGTH ± 4" G EXTRA STRONG PIPE TO NEAREST POST — — — — — — NOTE: GALVANIZE ENTIRE RAILING 16" AFTER FABRICATION INCLUDING SHIMS THE LOCATION OF THE SHOP SPLICE SHALL BE UPPER RAIL 3 7/16" O.D. x .25" SEAMLESS SHOWN ON THE SHOP MACHANICAL TUBING. DIA. DRILLED HOLES DRAWINGS. LOWER RAIL 3 23/32" O.D. x .34375 SEAMLESS MACHANICAL TUBING. TUBING MIN. ELONG. 10%, MIN f ULT 60,000 PSI. SHOP RAIL SPLICE DETAIL FIELD ERECTION JOINT DETAIL NTS 30 NTS 30 2" DIA. HOLE IN STEEL RAIL 3" DIA. HOLE END PLATE ONLY IN STEEL 5 3 4 / -4 RAIL END CC)1' 3/8 PLATE ONLY. p N M - �, 1?" DIA. DRILLED 2'-7" HOLES FOR PRESET 2'-10" ANCHOR BOLTS END PLATE e NTS 30 SHIM 1/8" x 3 5/8" x 2'-9 3/4" 5/8" R " 2 PER END PLATE M M 0 N \ 1 3/8 2'-7" 1 3/8 N 2'-9 3/4 ro END PLATE SHIM DETAILS o M NTS 30 SHIM 1/16" x 3 1/4" x 0'-6 3/4" 2 PER POST 6 5/8 " 00 `" 1 9/16 �k-3"1/2 1 9/16 " SHIM 1/8" x 3 1/4" x 0'-6 5/8" 2 PER POST POST SHIM DETAILS F NTS 30 SHIM 1 /16" x 7 1/2" x 1'-4 5/8" 2 PER END PLATE •IYAM 1' - 3 1/4 1 3/8 1'- 45/8" EQ EQ ANCHOR BOLTS 3" TH I I 0'-9 3/4" LONG. CL OF ANCHOR CHAMFER BOFORE BOLTS THREADING � 2 1/4" 6 1/2 3 1/4 " f 3 1/4 " PROD. 9 3/4 3 1/2 3 1/2 " 3/4 " DIA. BAR x 6" WASHERS LONG - WELD TO ANCHOR BOLTS ANCHOR BOLTS AT POSTS c NTS 30 If STOP OF PARAPET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 oR 534=6700 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ez�'T FEB 191999 Structural Only APPROVT BY LARIMER 0.2 CANAL COMPANY THIS S— OF 19gkg BY PRESIDENT) APPROVED BY SHERWOOD IRRIGATION COMPANY THIS--g OF, 7 1998 BY " (PRESIDE j APPROVED BY ARTHUR IRRIGATION COMPANY THIS .q �-7 �; OF E yC- Y — 1998 /s BY � �sT (PRESIDENT)-- mo a Q�1VJJU�� nOWWz V' KW~pOU w¢ W�NF op iZyY�O '�OJ �CyCz O JRJ>p IAYZO2K rcNm¢f�.Ql< Q R' JZpW41� JW¢>WQ a � WFww ¢rcwm¢ pa Wvazp po'a Pia V I O 'woz J3 wwK2 `Y QZLLOQO-) WUIO;Q'z a V] o S�zOFZ3 wz p ON1J ¢ UWI d W QO(FJw~KZ W3 Cgw E. �aoaaa?aoazYo or C) ¢Orn Qorn afrn V)i � o N O O O W U F- O W Q o o F a ' a J w w LLI z Q Z a z U 0 z= 0 J � (r) U{� � ¢/ J m W m Ti zzx 3 m J W F Z ro 0 m � o O w o c Co Co 0 °1Zao U N F-1 W RT ,W' Z W Wd(O wa:D0m inWoUV Joao � ) 'JOOp� Z O O � o Z w or_ O w O U LU U) w Z > J O I U 0 w W o U w0 Q. 0 U Q H w Z J a Q o Cc w 0 o Z W 0 m F PROJECT NO. 120-030 DRAWING NO. 0 e-3 I 0 0 w In m m fn IL w x x DLJ Q W Q < rn _ p O U T STA: 42+28.65 v z OFFSET: 34.50 L p _Z 0) U7 X LC W I C STA: 43+84.61 OFFSET: 67.28 L STA: +85.98 OFFSET. 8 37 L PROPOSED B KI E PATH By 0 STA: 43+00.10 OFFSET: ,34,77 L STA: 42+44.57 OFFSET: 36.34 L STA: 44+2 5 STA: 44+46.59 STA: 44+39.16 BEGIN OFFS T. 83.0 \ OFFSET-. 61.49 L OFFSET: 54.04 IIKEPATH CONSTRUCTION/- o \ STA: 44+17,05 \ \ OFFSET: 64.49' \ goo \ �r \ \ _ 0�- r -• I \-t \ \ »\ SCALE 1'=30' 0 x 60 90 li III mm"mmmmmomnq \\ Cl- Ij 41+00 set c �- 50, , IH WAI-L N / / 10' R \ 60R o 24" P \ STA: 44+70.89 .� STA: 4STA: 44+66.56 OFFSET: 83.33 R �� OFFSET: 7.15 4.50 R �o� OFFSET: 72.12 R \ I I \ / 4 • % v +99.89 STA: 43+14.12 43.42 R / �� END 1 \ \ �\ OFFSET , OFFSET. 34.23 R �I Q� BIKEPATH -�,po\ \ a STA: 42+58.65 / / CONSTRUCTION w \ Q �� STA: 44+60.47 > \ \ \ OFFSET: 35.78 R / OFFSET: 109.14 R STA: 44+88.72 OFFSET: 43.51 R STA: 44+73.55 SITEPLAN OFFSET: 101.80 R STA: 41 9. 88 OFFSET: 09.68 R STA: 43+64 STA: 43+88 FSFT• 5R' I ncrcrT. az i Q LLJ I- I- Z Q v 0 -0 0 Z Z i X LJ. i W i � I i 9 2 91 9� U a 925'91 -� go / MA) SLOPE �1 STA: 43+62 / OFFSET. 54' R QSTA. 44+30 CA J I i I \\ \,\ , \ CP 9U ��- g� EL 92.75 / Q OFFSET: 69' R / �� EL 90.00 GRADE SWALE 1 STA: 43+18 0\ TO AVOID 91 BIKE RAMP OFFSET: 44' R / ,� TREES. - RE: 7 EL 95.00 �C STA 43+86 91 e / QO OFFSET: 59' R 0 EL 92.25 cn GRADING PLAN City of Fort Collins, Colorado UT PROVAL aQ arm Z.W&iq APPROVED: Director bf Engineering Date CHECKED BY: NA � Water & Wastewater Wit Date CHECKED BY: Stormwater Util Date CHECKED BY: f - Z_- z- y 5 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 � °° CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIE& 1111111 00" ar-m-- t.7 Fo 0ZQlrIYYo o �20Of>0 N}z0 OD i' QQ J20WN� = r WF�j < na F J OU Z0 � aW kx �SZO>: �zo� Zawzwzn 0oNL <Wp1no=z2mc�yOW<r Fa .00 < < am 0 U� O� 0O, < Q, m cm� D N� U w 4 oZ Q rnZ U Q Q � J w z 0 <iz W U yy H �w� 6 mppa W Z W r �p� \ U Y Om d m < m< Ii a� ate' a o>p(n Z � M o m O o "2 aa !, C12 v co e�co o' C4 o p-� 1 C4 pCa,Q � :s Z ,°'n a W w o , aCo E-4��..J 02Go� Z O O XOJ W O W U Z &6 Lu Z 9 J 4 c U W W 0O 0 U U. a L x a a W hL to C3 Z Q F-- cc W a J U x O 0o z a a ]e W Z CC Z U o Z W d 0 U F PROJECT NO. 120-030 DRAWNG NO. 31 C- 19'—f1" 8" 11 —9" 11'_9" 11'_9" 11'_9" 8" 19'_r1" 1\ V I L• J L L J I I L L I V T 1 V I\ V V/\ V V l V L l\ 1 V L V I I V I\ J SPRING CREEK BRIDGE ELEVATION N. T. S. Structural "LIAR Clty of Fort COUIns, Colorado LTFI TY PLAN A PRONWL APPROVED: r V"".• Director Engineering CHECKED BY: _ I,ld Water it atttewater tiLty CHECKED HY: 5tormwater Utwty CHECKED BY: _�� Parka Recr; tton CHECKED BY: CHECKED BY: ?.-8w I I Date D13 n /` Due Z-z-» I Date Due . m w �Q N Q V) z �o W Cf) w Qtf W C7 Z F O O W r w w m QJO Z��QOZ OU .-I Q/i 6 UU~Z In LJ�WN m ok"^mJ 3F�onzo .yyc7 �iJJ'^F 3Piz 1. a J� ai F�Wm� <rcwmma H oc�22o2 Ina�w rx� a awiao UO�ewa� r3-1 PIS = �fiN�wJ� F3 ww�� ad aJWQ�F WN(C; 4 �, W �Z02 }} N-O• rcZ J Or a2f WO Z_UZ3 W21�22F H w�nSJ �<<zW nonaa3 oxo p ool oo' <rn V) F- F- 181 p (n 8 8 V up) LO Z Q Q < p p w k' J LU LLI W C9 G Z QZZ \Z 3 Q U W < Z } U w U } \ V X 0m o� a� <�¢ a� y ^" a �O a z dE- � 11CH V p�C VHS � d � Wd0 z a. m m NN as i w.a� i�d� [+1 V] �r 0 0 w 0 w 0 U w z z a3 LLI z Q J or U z or w w 0 o U LL. a z 0 a > w J w t- m w J U x 0 m w LU c> cc `= U ec ci Z ME U1 r? U F PROJECTNO. 120-030 DRAWING NO. JF8 2/25/99 32 5000 4995 M1.10011 4975 4970 I SPRING CREEK 1 "=20'-0" CULVERT PLAN HGL EL. 4995.60 SPRING CREEK CENTRE AVENUE EL 4994.60 EL. 4994.20 EL 4993.80 (SPRING CREEK CELL) SOUTH CELL INVERT EL. 4986.05 EL. 4985.65 (BIKE PATH) EL. 4984.20 EL. 4983.80 (SPRING CREEK CHANNEL) NORTH CELL INVERT N 00 00 O 00 00 LO Kj 0 't 9+00 10+00 11 +00 SPRING CREEK CULVERT CROSS-SECTION (FOR DRAINAGE INFORMATION ONLY) HORIZONTAL SCALE: 1"=20'—O" VERTICAL SCALE: 1"=5'—O" VERTICAL EXAGGERATION: 4:1 5000 FO 4990 4985 4980 4975 4970 City of Fort Collins, Colorado UTILITY N APPROVAL�� APPROVED: hector bf Engineering Date CHECKED BY: NA 1•31-14 Water & Wastewater Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: CA d' r q"_ 2' L_ ? y Date Parts &'Recreation CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR METRO 534=6700 "DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Llama a w M �W G aim z c 22 OwwWN ~V o`w8�ioo' 'g Oo ��S zoo a sFNW"�mp� Ey � J 4 Z x Q oawzo rcw w �✓�O ♦Yi 3 O Ot wh o#wz zWo p• W o Sza wrz'z xs W ao`^r "'lw �¢i ��KOptt xwa `a u f' taoa pd �? ��diio W W W Z W O� Obi Obi 21� tn� � 0) Z Z C W Z Z W Z H Q U W CE W Z W \ z ZQZ ¢ ZQUZQ m� mZZ X O m W m=0 Z °a m 0 w o R. o � x I a � am ii ao �UN U .Ez�0 c rA m oU-t jcn F O ., F� OF z O O W � O x J W O V W Z c6 Z Q J Cr U H H CC z W W O o' U W wo PROJECT NO. 120-030 DRAWING NO. 32A C- 18" 3/4" CHAMFER 4 3/4" (TYP•) (TYP.) ALTERNATE #6 BAR LEGS N EXPOSED CONCRETE SURFACES, ON ALL T.O. WALL SIDES OF WALLS, SHALL RECEIVE A CDOT CLASS 5 MASONRY COATING. THE COATING L. 5001.13 COLOR SHALL BE APPROVED BY THE ENGINEER. 11/2' BRICK VENEER * SUPPORTED BY DOVETAIL ADD 2 - #4 (CONT.) / ANCHORS 0 18" O.C. HORIZ. #6 0 6" * NOTE: 7-#5 EQ. SPCS. a SEE SITE PLANS TYPE, COLOR, AND SIZE OF BRICK VENEER SHALL BE OPTIONAL APPROVED BY THE ENGINEER T.O. INT. LEDGE CONSTR. JT, EXP. JT. MAT'L AND CITY OF FORT COLLINS L. 4998.12 ° ° SIDEWALK PRIOR TO CONSTRUCTION, 8-#4 CONT. 3' INTO RETAINING WALL SECTIONS (BOTH SIDES OF BOX) ® 6" O.C. #3x- [� 0 12' ° PRECAST T.O. EXT. LEDGE °L 8 1/2" BOX CULVERT ARIES. REF. a ° SHEET 34 ° ° 9 4 3/4-_ Q.T.O. WALL (TYP. ) EL. VARIES SEE WALL ELEVATIONS 0. INT. LEDGE .. 4998.12 .0. EXT. LEDGE L. 4996.00 18"1�f 4 � /2_ �J m m SIDEWALK ° �fl\- (3) #5x CONT HORIZONTAL EQ. SPACING e #5 0 16' O.C. DOWELS 016" O.C. EACH SIDE r#5 (3) #5x CONT HORIZONTAL E.F. EQ. SPACING STD 90' HK / --BONDING AGENT & TOP & BOT_/ JOINT SEALANT NOTE TO PRECASTER: 14 1/2" 2-#4's CONT. ELIMINATE SHIPLAP THIS END OF ° a THROUGH CULVERT, EXTEND REINFORCEMENT ° TOF= 4994.4� CONTROL JT. 3-#4's 18" PAST END ON TOP AND BOTTOM Q SLABS AND EXTERIOR WALLS TO (2) #5 x CONT. PREPARE BOX FOR CAST IN PLACE O ° ITEMS. PROVIDE ADDITIONAL I ° ° REINFORCING 0 PILASTER LOCATION 3° CUR REF. DETAIL A/29 & D/29 2'-0" SPRING CREEK SECTION A N TS 32 SPRING CREEK PARAPET SE( N TS City of Fort Collins, Colorado UTI A PROVAL APPROVED: �� Z- Director ct Engineering CHECKED BY: �Date Water & Wastewater Utility Date CHECKED BY: & A- Stormwater Utility Date CHECKED BY: C� --, % L Z-'" 5 Parks e R creation Date CHECKED BY: Date CHECKED BY: Date SPRING CREEK WINDWALL N TS CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 OR 534-6700 0 METRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Structural C' 3 FEB 231999 O I #4 0 16" m w Q z O w MEE O)� ¢~UUpw OwwwV� z C7 ttW�0�0 23�OvdiO oozz�o �-ga Joy V F 3�as�m ttrma�� rc gzow�i tim w� w w�im F0.• xm a V¢wU�� OQ�o�F z OW_¢J¢ d'W 3� WINO a4 OJoZ O~}L0 0;a W_p_ a� 0 j OVIw Q3 ULlyZ F ¢Q pON¢woc�iw�Q" YVGQV✓Vi �aoa` az `�doa F zia w no Qo' w ao aa' w ao a-m z 3rn p �rn p (1 p CD a U' in M ¢ ¢ ¢ pU V) U' U N N V' N Q Q CN N Z p N p N S L)it w ¢ a i w w � J z z m z cD w¢ zC 9= Tr m �m w� F X 3 1w m OP\`,��ouuunurgrdii S�O REG/''1o,� O4 ,'� 180609� 'so ° 1 z O O U) in z w Ir I- O X J W O U W z z U) W z > J Q J O W U c~i z w W O 00 LL m C0 z O V J cc v H U) H Cc W z 3 J o U O In PROJECT NO. r, 120-030 DRAWING NO. 42 - ° C.I.P. FOOTING i \ \ d 2" CAR. i\ \ 4 #5 0 12" 0 C N VERT E.F #5 0 16" 0 C. HORIZ E.F. Q d \ r 4 d _ a a,_g. "AMCOR" PRECAST 3-SIDED BRIDGE ° ° d 4 a ° 4994.20 U/S ° d 4993.80 D/S ° 22' Eli 4984.20 U/S 4983.80 D/S 2.4 City of Fort ColllxL% Colorado UrlLn PLAN APPROVAL APPROVED: r r-m- Q Z�S� Director & Englaeerin6 Date CHECKED BY: ks& Water k Wastewater testy Date CHECKED UY: /_ -? f-Y9 Stormwater UU&y Date CHECKED BY: Z-z- 7 7 Parks & Recreation Date CHECKED BY: Date CHECKED BY: a d 3'X2' PORTAL OPENINGS TO BE FABRICATED INTO EVERY d° 3' OTHER 5' BOX SECTION 10' ° 1.5' a d it 2' ° I d #5 x 6'-5" 0 10" O.0 CROSSWISE (6) #5 x CONT, 4" — ° ° f ° ° 6' 8' S' V�----- a --------�I d ° ------ -------— PLACE CLASS 12 RIPRAP, 2' DEEP, OVER THE C.I.P. FOOTING ENTIRE WIDTH OF THE CHANNEL FORM 5C D/S OF THE SPRING CREEK CULVERT, THOUGHOUT THE CULVERT FLOOR (22' WIDE) TO 50' U/S OF THE SPRING CREEK CULVERT. PLACE RIPRAP ON V OTHICK CDOT CLASS A BEDDING MATERIAL. 1 SPRING CREEK BRIDGE SECTION NTS (3) SIDED BRIDGE LEG El 1• GAP FILL W/ DRY SAND GROUT BY CONTRACTOR 51 / \2" CUR. d d p #5 0 12" O_C. d VERT E F. j j4 #5 0 16" 0 C. % HORIZ E.F x / / j4 j\\/\� j\ Q Q d 4 /i / /i./, /, / /, 2 ClR /� /' 2 CUR 6_g• CENTEF6 C.I.P. • FOOTING SECTION NTS ° a 9 ° 44 d o 4994.53 U/S 4994.13 D/S 20' 0 4986.21 U/S 4985.81 D/S 4986.05 U/S 4985.65 D/S C.I.P. 16' C 4986.53 U/S 4986.13 D/S Rm Il O 4995.37 U/S 4994.97 D/S ° d ° d C.I.P. FOOTING 1 TOF= 4979.20 U/S f 4T9�78.80 D S L L 9.1 GENERAL NOTES: 1 CONCRETE SHALL CONFORM TO CDOT CLASS D SPECIFICATIONS. A. CEMENT TYPES 1 TYPE II LOW ALKALI PER ASTM C - 150 2. REINFORCING STEEL SHALL MEET ASTM A - 615 GRADE 60. EPDXY COATED. 3. THE USE OF CHEMICALS OR ADDITIVES TO PREVENT FREEZING SHALL NOT BE PERMITTED. REFER TO CDOT SPECIFICATIONS AND TO DIRECTIVES BY THE ENGINEER FOR ADDITIONAL COLD WEATHER REQUIREMENTS 4. ALL CONCRETE SHALL BE PROPERLY VIBRATED IN PLACE USING INTERNAL VIBRATING RODS ( MECHANICAL OR ELECTRICAL) IN ACCORDANCE WITH CDOT SPECIFICATIONS. A. CONTRACTOR SHALL HAVE SPARE VIBRATOR ON SITE. 5. CONCRETE TESTS WILL BE MADE ON ALL POURS OR AS DIRECTED BY THE ENGINEER. EACH TEST SHALL CONSIST OF THREE (3) CYLINDERS OF WHICH ON SHALL BE TESTED AT SEVEN DAYS, ONE TESTED AT TWENTY EIGHT DAYS, AND ON RETAINED IN RESERVE FOR LATER TESTS IF REQUIRED. SPECIMENS SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C - 31 AND C - 39 STANDARDS. SLUMP AND AIR ENTRAINMENT TEST SHALL ALSO BE MADE WITH EACH SET OF CYLINDERS TAKEN. 6. BEFORE CONCRETE IS PLACED, CHECK WITH ALL TRADES TO ENSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC., RELATED TO THE WORK- 7 MEMBERS SHALL NOT BE STRIPPED OF FORMS UNTIL CONCRETE HAS REACHED IT'S DESIGN STRENGTH. 8. ALL EXPOSED CONCRETE SHALL HAVE A "RUBBED" CLASS 5 FINISH. 9. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 10 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 12. ALL CONSTRUCTION SHALL COMPLY WITH CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 13, C.I.P. SLAB SHALL BE REINFORCED WITH #4 x CONT. BARS ® 24" O.C. EACH WAY. PLACED MID -DEPTH IN SLAB. 14, REINFORCING SHALL BE SUPPORTED UPON PLAIN CONCRETE BLOCKS WHICH COMPLY WITH CRSI MSP-1 OR APPROVED EQUIVALENT. NOTE: REINFORCING NOT SHOWN FOR CLARITY ° d d ° a a I d ° ~TYPICAL CHAMFER N TS 4 atr. r 00 w M N Q N Q In z O 5 w s it a N a - Y rn0 ZZW W F mu W6�UU0,Z NO WOWN �ao`a^� y d c� VF ;jQJKO ttm4 ZLL' Op rc SFpwN"-' aw�mwza 'F,rl� aia w�z� pi3rcwa �z z z� 1W J�F W o zp�r r ,z a0, �awczi a p s =_Wz z=F O .00Wa uWio a apUW FF- r73 Ftt.- U y, W 2°-'Z �tt WOU�a F to w!WL zZOWONW oaa aoazxp Q Q Q O p�j ;T M Q 03 �Co D C) v�irn U W) O LO O Z �iJ 0rN Q u l Q N W Q a Of a w w Lu u z 0 a Q \z w Cnn U7d-�5 r UW Uy Cr LJ mZX �m �m \a a 3Cm ww a� aN o_j oCS NZ Z O � M O o m o � 1 Go iul a a a �002 w 02 �zo 01 Wd0 co C)u 1�1 E- p w mo OF O O ¢ w x w O U ul Z LLI z Q J O W U H - cc w W Q o' U 1L w a PROJECT NO. 120-030 DRAWING NO. 34 JFB 2/26/99 c? W Cn m In m w fy x SCALE 1 "=50' o so ton Iso soo O x \O 8r f/ F- II /1 O m I l - - - - - - - - - - - /\ \ I _ s 0.23a NA w INSTALL 219t LF SILT FENCING RE: 1 48 , \, \ 0 l \ Il '-_-___- ______OECI6!ICA��REe Tx7F .... \ \`\\ \\_10l ---- 10 0,17o. � , 1 \ { SEE SHEET 16 FOR GRADING OF ' ACCESS DRIVES I I \ t 1 \ I \ i \ 1 \F 8 111\ kkkkI\ ` ♦ \ \ 36, ;�,�-s� ffi \ ,Af r (0 \ \ NOTE: \ \ \ ALL TREES DIRECTLY AFFECTING CONSTRUCTION 45a I ,�\ \\`\ � �+ ` SHALL BE REMOVED BY THE CONTRACTOR d °\ `\ � INSTALL 397t LF SILT FENCING \ \ RE:48 1 1 `----- - - - - -/ I � Y CA 01 ML If \ y' ----- - - - - -' ` -- - -- •\ ,'--- 8 --- ------------ -----------------_------_-- = __/ --- JL !f 10A w 1,61aC 4 ,1 ------------------ it r 0 /I I 'II I I kbvk�l III Z. \\ wim ABANDONED DITCH SECTION TO BE REGRADED AND RESEEDED. GRADE DITCH AREA TO DRAIN TO THE NORTHWEST 'x s \.\ '14 r \ \\ 12 0,71a \ I l 7711 V 1\t 1 MI 1 \ 1 I " SEE' SHEET 22 I' ul 1 If FOR TYPICAL SECTION \ ', 'I \I IIII II III' �'1 t i + I IIIII III. i [fill) ill'I Crl x III; n U+I i 1� \ 1\\ I \ 1 (11 I tll l lIl l 11�` , _ pill, Ilk 1, \ I I 1 I I ; 1 , 11 I, 1 \ n \ IIIII\ I 11 �{ \ +\\ \ \ a l\ lily { I k,I1 \ III I I i ill ilt I '10 \- 1'1 \ 1 1+ till ', I l I Ill 1 ', 1' 1++� ,// IIIII J\, I ,> III , \ �, Nrs 4 •� HORTICULTURE GREENHOUSE �CENTER AVE r a„ MAY KEYMAP INN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 oR 534=6700 DE'N° CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE- OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER uTLITES. APPROVED IB--Y�� LARIMER NO.2\\ CANAL COMPANY THIS �r — OF pVsc"�____ 199C BY — -- � ---- ----------- City of Fort Collins, Colorado UT PROVAL Q APPROVED: Director bf Engineering Date CHECKED BY: MA 1•3/.44 Water & Ww eater tility Date CHECKED BY: / 19 stormwater tility Date CHECKED BY: Np G-z-?? Parks & Recreation Date CHECKED BY: Date CHECKED BY: NONE � a r �„J�<J vi rrw o�SV �tQ Fo�o Opy2Z}O Z-Jp� yp O F 30aJ�� Jm<a `F O a giowN� k-o Qiwa <wx� (y,�t F lJ �1J 'd Zti_ •F 6L� JOF WN JInZ a� S�zOoi2wiNzio p <i'0w, c�wxo a Uxi AwOd Ow<}UC�gy F.1 wLrwwJ :'Ow Oyw Cdp2«2 QO<Z=n Z O O zo- G X JO w O W U Z N ZIULI Z Q J Lu U Cr WW o o Ci 1L a Z Q J a J H Z U Z O 0) O Ix LL In W V Q Z Q cr o Z < Z 00 o Cr LLI PROJECT NO. 120-030 DRAWING NO. 4 C-3 0 w M m w x x W Q Z U 0 c� 0 Q Ld 0 W fy X c� O r .1 1738 0 w In Q m vi w w x x 3 0 ,9 N 0 111 O 0 N W Q z 0 4991, 3 6 00 u; x II �OQ fill nll I 9s ni 6 95 —. 41 I 9A 3 9394 70x III I I I g2 93 0 III I .y� 92 9� CLASS 18 RAP STA 13+05 �" ' RIPV. BEGIN SWALE A i l', ` = STA 0+00 111 , FES OF 30" PIPE I" 1 (SEE SHEET 36) Ih, I ki I ' N 5443.04 k` E 10704.11 ii „ `it OVER AREA SHOWN, PLACE ,l , , RIPRAP & BEDDING OVER "I 'I'"`` II INSTALL 24" DEEP LAYER EROSION CONTROL FABRIC CDOT CLASS 12 RIPRAP ON 1" THICK AT END OF CHANNEL CDOT CLASS A BEDDING MAT'L INSTALL 18" DEEP LAYER COOT FOR LENGTH 40' DOWN STREAM CLASS 9 RIPRAP ON CDOT "' I AND 5' OUTSIDE EDGE OF FLUME CLASS A BEDDING MATERIAL 1' THI K I ,kIlI l jkl`I I � `i1 II I ` ' I 1,J 1 11p ti I II 1 h'I ,, it 11,1 'UI HORZ. 0u,50 VERT. 0 11 2.55 5 SCALE IN FEET 5010 5000 1 77 9%00 �v rn I � ' SCALE 1 "=50' o w ,00 so zac ,n rISTA 1+49 z a CURB INLE B2 TYPE R N IN N=6153.32 \ E=10902.18 ? RE: K 49 CP--28 69' STORM DRAIN B d1oo= 2.38' d too x 1.33 = 2.69' S = 0.55% Q100 = 120.52 cfs Q100 x 1.33 = 160.29 cfs *NOTE: SWALE IS LOCATED IN 100 YR FLOOD PLAIN. 100 YR WSEL=4994.6 PER LIDSTONE AND ANDERSON, INC. MODEL. 1' ,r * t Q 9� d 1-1 100 O 9f `* � ----INSTALL EROSION CONTROL FABRIC (TYP) SWALE SECTION q RE: NTS 37 48 City of Fort Collins, Colorado UT=%,W� OVAL ZZ�m APPROVED: Director df Engineering Date CHECKED BY: WatVr & WasteIkaterkX tility Da Date CHECKED BY: IYiP Stormwater tility Date CHECKED BY: tiA Z Z 59 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date / 95 (%� 5=1.1% CALL UTILITY NOTIFICATION 40+00 v 41+C' } w d d,00x 1.33=1.34' CENTER OF COLORADO L... N 40:1 o0 10:1 Q,00x 1.33=80 cfs 1 800 922 1987 N e+oo z SWALE SECTION B OR 534-6700DENYS \, 9 J SWALE B1 NTS 37 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIM GRADE. OR EXCAVATE �\ +00 3 FOR THE �� NUNDSERROROLM U 92 91 5+ 0 ~ 21 d 100 2' 1 S=1.1% d ,00x 1.33=1.83' 4\lt��J�4:1 S=0.49% d ,00=1.19' ... A 90 R Q,00x 1.33=80 cfs I 15' I _ Qioo 39.541CFS 91 SWALE SECTION c SWALE SECTION Bt Qmox 1.33=52.59 cfs STA 0+97 3 CURB INLET B1 N STA 0+ 1 NTS 37 NTS 37 156154.TYPE R v FES 00 STA. 4+25 E=10952.21 N= BEGIN SWALE B A N RE: k.,\RIPRAP E 09818162 . CLASS 18 = STA 0+00 SWALE B1 ® SWALE A PROFILE 5010 00 C0 I— w w 0 5000 V' w z J 2 4990 1SJ 5010 .m PROPOSED HORZ. 0 VERT. 0 1 SCALE IN FEET N N Q d Dr 4 J m ,T a m -t a m c3i) J ~ 5010 z 3E �� LF 27" RCP C III ® 2.22% o (I CLUDES FES) o W N In Oi of W 00 52 LF 27 z w RCP CL III ® 0.96% I 5000 100 YR. H EXISTING 18" MIN, CLEARANCE GROUND BETWEEN STORM DRAIN a & WATERLINE 4990 20 LF CONCRETE JOINT ENCASEMENT RE: _ 50 a 3' THICK CLASS 18 000 roi to RIPRAP ON 1' THICK 6 N o CDOT CLASS A rn BEDDING MATERIAL > 041 ++j? o�> co > 0 23' LONG x 7' WIDE +? +? + RE 1+00 0+00 4s STORM DRAIN B & SWALE 61 PROFILE, �w a. < F< W VN C7 rcw�o�� g�o�F > o I'o '.. � O JFww�� aw<ms< 6 � < < yU] 5 �gc�a3 cwiwi��a Ow F taoaa<3 ao<iio Z z 0 O W01 o o ko co co onFQ x o is A Cj W0^r',In 'So-0 rI^ 1 7:1 E+ Ilk Sx� L z O O z Q � o WO w V z z w �( J I U I— H w W 0 0 U LL. L w J LL O cc 0. G z a z a J a or: w o W Z C#5 0 O L a= PROJECT NO. 120-030 DRAWING NO. 37 C .3 1738 0 0 w m cii W W x 0 0 N 0 r7 O 0 N w z 0 L POSED BIKE PATH BY OTHER w 4980 ti M W A2 co 1 W N _ W Z -9 J i-g4_ HORZ. 0~45-5,0 VERT. 0 11 2.5 SCALE IN FEET 5010 W W 5000 X W W co Q F- CO 4990 W _-43�pCENTFtE A 8a� STA 0+00 FES N 6675.09 E 10731.89 STA 0+97 CLASS 6 - INLET C2 RIPRAP 15' TYPE R RE: N 6660.85 49 E 10799.93 RE: 49 Zb $ STORM ` DRAIN C w�►A NVM'73� TURF CULVERT D O \ 4 \��C + \\ 24" \2c \\ 8 `\O� \ �� \ • ,ewe m -1300 N 6569.81 E 10954.70 0 Q�oe CULVERT E STA. 0+33 FES N 6612.98 E 10954.67 STA 0+90 FES CLASS 6 N 6761. AP E 10710. 3 RF: --STA 0+00 TIE-IN TO CULVERT STA. 0+00 N 6624.61 SWALE B OUTLET E 10861.98 INTO SPRING CREEK GRADE SWALE TO AVOID TREES. CLASS 12 RIPRAP RE: 49 PLAN 4+00 3+00 2+00 1+00 0+00 SWALE B & CULVERT E PROFILE STA 0+45 INLET C1 15' TYPE R N 6673.07 E 10848.42 CONSTRUCT 36" RCP FLARED PLACE CLASS 6 RIPRAP 16' LONG END SECTION BY 11' WIDE BY V DEEP ON ~� ITV. OUT = 4988.3 12" THICK CDOT CLASS A BEDDING MATERIAL. COVER '�o = WITH 6" TOPSOIL. RE: ^ SCALE 1"=50' r„ i W I 0 so ro so v i I H I REMOVE ±90 LF EXISTING 36" RCP I } AND HEADWALL I I I ml I i I - --1 I ------------------------ ---------------- J EXISTIN i6'�R O 29 3 CENTER AV. r-=� - ---- ��, ---- -----,-- - I ---- 4 � 1 { HOLIDAY INN I d 1.96' * *\ x d 100 = 2.10' too= S = 0.81% S = 0.60% Q100= 57 cfs Qtoo= 57 cfs * NOTE: SWALE IS LOCATED IN *NOTE: SWALE IS LOCATED IN 100 YR FLOOD PLAIN. 100 YR FLOOD PLAIN. 100 YR WSE= 4995.6, 100 YR WSE= 4995.6, PER LIDSTONE AND ANDERSON, PER LIDSTONE AND ANDERSON, INC. MODEL. INC. MODEL. z_ z_ �9f d 4' INSTALL EROSION 4' INSTALL EROSION (- I CONTROL FABRIC CONTROL FABRIC (TYP) (TYP) SWALE SECTION p RE: SWALE SECTION RE: N TS 38 N TS 38 HORZ. 0�, 25 50 VERT. 0 1�_b SCALE IN FEET N U U H H H 0 J J > z z 5010Ld Y of N N U o-a) a U 0) z 5010 Cl) to5010 45 LF 52 LF CL IIC CL III 15" RCP 15" RCP 1.00% 0.50% ( 5000 HGL I 4990 PLACE CLASS 12 RIPRAP 6' WIDE BY 2' DEEP ON 12" THICK CDOT CLASS A BEDDING MATERIAL RE: 4990 ' 49 SEE SHEET 32A - FOR BOX CULVERT PROFILE AND 4980 TIE-IN DETAILS PRQPOSED GR DE 100 YR - EXISTING GROUND a� rn r- z 0O> d;� 0)'> +z +zz +z 0+00 1+00 5000 STORM DRAIN C PROFILE d 100 = 2.26' d too x 1.33 = 2.58' S = 0.80% Q100= 160.06 cfs Q10ox 1.33 = 212.88 cfs `NOTE: SWALE IS LOCATED IN 100 YR FLOOD PLAIN. 100 YR WSE= 4994.6, PER LIDSTONE AND ANDERSON, INC. MODEL. } 77 d z Do 6 INSTALL EROSION CONTROL FABRIC (TYP) SWALE SECTION g RE: ae N TS 38 HORZ. 0��0 VERT. r-1 b SCALE IN FEET CHECKED CHECKED CHECKED City of Fort Collins, Colorado UT APPROVAL PPROVED: Director Engineering Date :HECKED BY: NA Water & Wastewater Utility Date :HECKED BY: lQ 3tormwater tility Date BY: ti/o Parks & Recreation Date BY: Date BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR 534=6700 DENVERMETRO CALL 2 BUSMESS DAYS N ADVANCE BEFORE YOU On GRADE, OR EXCAVATE FOR TM MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED BY ARTHUR IRRIGATION COMPANY THIS---- OF^�%+ 1998 LL 01 5000 W 90 LF CLIIE 42" RCP (INCLUDING FES) PROPOSED EXISTING GRADE GROUND 4990 --`- PLACE CLASS 6 RIPRAP 11' WIDE BY 1' DEEP ON 12" THICK CDOT CLASS A BEDDING MATERIAL COVER WITH 6" TOPSOIL RE: 4 4980 100 YR o> m + z + 0+00 1+00 CULVERT D PROFILE r � IN 11 1 s: zyZ. Y-Q�W �VVj 41 �QKJ08U =<�10 W2 OO a �LLi�w`3'� aw: mrca � wa P. s�=�z3�z�;aM�F W o OV1Va w9-� rc O a£Fv�� > n1 'Frc- UE'.. FW� � az�'�'o'_^W aonaab am azxm wo O m aza aid o� o� x U WU' W z a w�'J� r 6 yp mZT W0O Z W� W Y QQa7 \ U 3< W O Y O s` ~ Q m Q r<.. it_. a.. o.° r z � � o OCQ W o w fO o a ' � F �co I= °0 Cx� o W h�•z2 W d 0^ U3 C> wa0, 000, O O w Cr W O U W z LLI z J Q L U cc W W O o 0 LL. m a PROJECT N0. 120-030 DRAWING NO, 38 0 3 0 Lei V) Q m vi LI. w O_ X c� 0 r; N 0 r� 0 0 w Q z 0 0 STA. 13+65 REMOVE T.B. & PLUG CONNECT TO EXIST. / 12" WATER MAIN M / / N 3949.33 E 9505.17 i PLAN R=620.Oi L=332.4' T(3n=170.31' Delta=30*41X14' \ V �x�. l/ \ d Fk7s \ CA/�/ EXIST. 18" SANITARY AT CROSSING INV. 21.84t ENCASEMENT NOT NECESSARY EXIST. 36" STORM AT CROSSING INV. 25.05t ENCASEMENT NOT NECESSARY / __ a 10' I (TYP. 50 LF 8" DIP w/ PLUG & T.B. WATER LINE LOWERING NOT NECESSARY STA. 20+17.53 AIR RELIEF VALVE IN MANHOLE N 4508.19 E 9813.18 xrSTIN� a STA. 17+65.05 / 12% 12"x 6" SWIVEL TEE _ w/ T.B. & 6" G.V. EAST 42 LF OF " 12" G.V. NORTH STANDARD FIRE STEEL CAS G N 4266.29 HYDRANT ASSEMBLY 30 LF 8 DIP, '' -..SOUND WATE w/ PLUG & T.B. E 9740.91 RE:® STA. 18+ 00 RE: 12% 8" CROSS & ORT 'ESTEAST WATER LINE LOWERING N . RE: e E 9752752.89 504 it -H 1 L0 n u M O 0 n 0 U it o rrcOPOSE- GRADE 5040 - - EXISTING GROUNr - - -,- - - - - --- iO 5030 5020 5010 13+00 +10 1 14+00 15+00 16+00 CONCRETE — CUT-OFF WALL 50 Vn j FOR WATER LINE Q LOWERING DETAIL c� RE: N N 5D 3 (w/1 WJ > z U) N O 0 x Ln x (ON ON'' +� +� 17+00 18+00 PROFILE 19+00 1 SCALE 1 "=50' 0 50 100 130 100 O W W C0 W W O O N _ Q t— ELEV. 5029. W z J H Co Co N m U F- J 1- \ 3 \ U 3 O Z \ 3 0 0 OX F Of ww n w w m2� w m m 0EEZ N m J 0 J 0 xin J J u J U H H in uj W X H � Of a0Q4,�rn +v+� (D +a.. d Z'2 Cr . CO 0+�+ 20+00 _ � 42 LF 24" STEEL 3 Z CASING — 3/8" WALL nTHICKNESS a > RE: it 50 City of Fort Collins, Colorado UTI= PLAPT. AfPROVAL APPROVED:zV& 2tl Director cl Engineering Date CHECKED BY: Wat & Wastewater ' ' ty Date CHECKED BY: A10• A • / Stormwater Utility Date CHECKED BY: A14 ?-' 95 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 VR CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU D14 GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED BY LARIMER NO.\2 CANAL COMPANY - THIS S—---Q--- OF SLeic,19987 BY per-, HORZ. 0 25 50 "06mm"mmM VERT. 0 1 2.5 5 SCALE IN FEET NOTES 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1 /2' COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL SHALL BE REMOVED BY THE CONTRACTOR 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA. 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. ■ a <��w ypFrn¢ � wgrs-�d� ury' OOZio �< �NF 8 W=rcn rn Y2$2¢ 2<W IQO OW¢� Ud i zo Y a�ag w2zwp < UW O¢ W ¢�Fw� Y�2 Fo0 F taa z<zm'ZA -10 o0, aZm 0'm �cr m Nm QLJ ¢ Q 7a z Q w1-N ~Mma0: ;0 m Tm}QppW Z W \U a 59am0 OQ. Q II Cn O O z Q W cc W Q W U O z z w Q c U w W 0 L_ a W J Ic cc FW ►I Q z Q J a_ �z Z J W0 0a F PROJECT NO. 120-030 DRAWING NO. 39 II/ 1 It \ EXIST. 42" STORM .\ AT CROSSING INV. 21.19t ENCASEMENT NOT NECESSARY ` EXIST. 18" SANITARY AT CROSSING INV. 19.50t ENCASEMENT NOT NECESSARY ` 50 LF 8" DIP \. w/ PLUG & T.B. `WATER LINE LOWERING STA. 21+07.77 :c\\ `\NNNN`QT NECESSARY 12"x 8" CROSS w/ \ ` \ 8" G.V. WEST & EAST 12" G.V. NORTH \� N 4590.34 \� E 9850.31 ON IN IN u R=600.00' N L=280.21' `, a IN ` 9 w o Tan=142.71 N, \ \ 1 0l N Delta=26'45'28" \\ \ \ \\\ \\\ \ \ I \ 1 \ \ m o 1 a\\ \ N\\, 11 11 \\ .• X it 11 I I' I I I '\`. 1 1 I I I I I I I I ' 01 I`v I I I I II I T1' •Y yIp \30 LF 8" DIP U� w/ PLUG & T.B. 1 ti ` i 11 x v IN\v fC v I I 1 I . �' I , I I\`�,\ 1 \ , I IIIIII \r \ _ Q` sl FXI 1, 2""NITA�Y � \ � � \ \\ \ 11 II I I � \. 1 I ` y\\ \ w \ IIII It 5040 1 v H 5030 w x N w w CO) O O O N 5020 -� co w J 5010 21+00 „n 0 iV STA. 23+42.12 /1-2"x- +2"x -6i"SWIVEL TEE 41h 1 \ - w/ T.B. & 6"G.V> EAST 1 1 lit 1 N 4773.55 it I, V I E 9995.16 1 1 IIIII T\ I I I,. I 1 ' It �I \II I I STANDARD FIRE - I II J HYDRANT ASSEMBLY ��III'I I411 a 21 ^ II I III I "I 1 I 11 �xH. RE: IIIIII IIIIII \I O 5 III II II I� 1 I I I, I •} I I I I 0 111II 1� 1 1 1 11 1 1`\ I I \ 11'lll I� 1 \ 1 I\ I \ I I I I IIIIII I I 1 1 1' I I \ \`\' III III 11 I I \ I \ 1 I IIIIII II I I 11 \ It I \ IIIIIII 1' 1�II \I, 1 \I \ I 1 yl.\ L; IIIII I tI�1 \ \III \ 1 1 IIIIIII IIII ` II \ 1\ 1 1 ` 1 ^`\1 11 IIIIIII i III / IIIIII I 11 ' 11 1 11 \v\\ IIIIII IIIII ,'� It IIII ' 1 1 , 1 1 1 \Iil 11 1 \\ \ I I 1 11 1 1 1 I 1 I 1 U III V! V 1 I I I I I A I I 1 1 1 1 ,I \ V 1 1 1 I (I 1 I III \ ` \ ' , 1 I \ III `�\ IIIII 1 .: II\ \I 11 11I 111 1\ IIII I \\ ` \I 1 11 I III / / 1 �t'11 1 1 /v`j\ 1 \\ \ \ I ' I J 1\ \ 1 \ 1 11 1 1 I \� 1 I i I 1 `y 1�11\I 1 1 \I 1 I I I I 1 1 I \I 1 1 l\ 1`\ " 1 1 PLAN \I I\\\ 1 \III 11 1 1 1 \ 1 1 I I\ I `, \\\ I 1 h' 1 1 IIIIIII\ \ \III IIII I \ \ 1 ' 1 '�� \ \III 1 `\`\ 1 I 1 I 22+00 1 rn u i . I �\ 1 1 I , I . FXjS�NG N 23+00 24+00 PROFILE 25+00 SCALE 1 "=50' 0 50 100 150 200 EXISTING SANITARY SEWER TO BE RELOCATED FOR NEW SANITARY SEWER DESIGN REFERENCE SHEET 46 i' EXISTING STORM SEWER MANHOLE AND ALIGNMENT TO BE RELOCATED FOR NEW STORM SEWER DESIGN REFERENCE SHEET 35 I ` I / I I I � 1 1 I ' 1 I I � I 1� l I I I I I I I I I y I t 1 I I I I I ' I I I I I I r I 1 I I 26+00 5040 I— w = 5030 w w O O + m N Q co 5020 w z J 5010 City of Fort Collins, Colorado U PROVAL APPROVED: Director df Engineering Date CHECKED BY: �oeuc�" 6 t}/MalPo+v i:�/9 WateV & Wastewater Utility Date CHECKED BY: /r/'• k 1-9 99 Stormwater Utility Date CHECKED BY: A119 Z-l.- 3s Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922-1987 OR 534=6700 N METRO DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HORZ. 0 25 5 VERT. 0 1�■9 SCALE IN FEET NOTES 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES TO BE REMOVED WITHIN THE CONSTRUCTION LIMITS. 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA. 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. WIN MR W� Q�UVUwp� yI;W3d2 oo Hao� F rzoz� QLL OFm D LL' S,F,F�W41� QWWm�a E"'(sj Q `"QZW. ZQ O�NWa�W W < gzoz >1n-65arc� ('�'� � 5Z�Zz66io a3 cWi ui��ia L) aOFNwI!��rc> �iiFF5 U W .7. �_^irw5tii kwa Ro vow E" �aoa<a3 aoaz4o a a a co 21 0 0 0 M 10�y =) In J z O In O i a a ¢ w z 0 a -� w z x— rZ N <� mp¢ O O U mck� a Z > (5Y O� d a m Q II (IL 0- o � o � In - r Z O O O m o C11 x I a � co 0 PA a co�a QzS�02 curia z n wa��m �+ WWWW i` wniw°' L z O O 0 z Q Lu o w p U Lu z Z W Z J Q J 0 W Ir H H CC w W O O U LL a W J O cc EL 0 z Q z Q J a w Z z J cc o W F- o Q J h= PROJECT NO. 120-030 DRAWING NO. 40 CD 3 0 w In < m Gi ry Li w x x 5010 5000 w w W O LO + CD 4990 Q H w J E=U-10 I \ STA. 28+43 y8 12"x 8" CROS W / 8" G.V. \ EAST & WEST \ 12" G.V. NORTK j 5141.23 10336.1 4 X 64 8 P \ T/ YI RE: 0D PROP. 18" SANITARY AT CROSSING INV. 93.40 ENCASEMENT NOT NECESSARY lik! .12x 63 "x 12�L;TEE w T.B. ` G. AST N 18 E 03 C\_> ,1 ADe Fk/SANG GROU pROppSep 12 WA ENE CD I- 00 00 < +cn' 27+00 A 2 F C TEE C AROU D INS N 8 w < > 0 N X /�- 67 LF 8" DIP w/ PLUG & T.B. WATER LINE LOWERING REQUIRED SEE WATER LINE LOWERING THIS SHEET PROP. 36" STORM AT CROSSING INV. 98.00 CONCRETE ENCASE JOINTS / 10' EITHER SIDE OF WATER LINE RE: 10' (TYP.) N / 2� / 31N / VAT R <1v ' WATER LI* LOWERING RE: Q 8� 3 +00. 0 R F ALVE 5402. 7 104 0 0 T F, 1 I� 1 28+00 29+00 30+00 PROFILE p O / tF 0 Cd / re CONCRETE CUT—OFF WALL RE: /01 =LEV. 49 32 LF 24" STEEL CASING 3/8" WALL THICKNESS ' ®V �w 0 V ,- a >- `2 < W I" Lf) (0 �_0 M Q> M (0 +un_ + gm@111 CONCRETE JOINT 5010 ENCASE 27" STORM DRAIN 10' EITHER SIDE OF 12" WATER LINE RE: 50 4-8" 45' BENDS ELEV. 99.59 (TYP.) ELEV. 95.83 GRAVITY ANCHOR w 5000 w SEE WATER LINE _ LOWERING DETAIL C* RE:� W + QM EL V. 4992.93 CO d 4990 I` N w J I'- Q m m Of I— - 0 m 4980 j UOUZ \ 3 \ 3 M w 0 w Z _ m3z z z w w W m m J O Cn fait Q Q- > N ' x M D_ U W F U P W O 0) V) <01 fir" paW, W��pm X U W ML(i Nm � (0 p H � >>�#CN 0_ a00;OT , O tn0 04 w +o +�+ a +_, 32+00 4' (TYP.) INV. 93.40 18 PVC SANITARY 2 SCALE 1"=50' 0 50 ]00 150 200 12' 8' 4' THRUST BLOCK MUST EXTEND INTO UNDISTURBED SOIL MINIMIZE TRENCH WIDTH FOR 18" SANITARY SEWER. CONCRETE ENCASE JOINTS 10' 6„ EITHER SIDE OF WATERLINE INSTALL MEGALUG RETAINER GLANDS (TYP.) 34% 53" HERCP 8• WATERLINE LOWERING DETAIL N.T.S. FOR NOTES SEE TYPICAL LOWERING DETAIL SHEET 50 PROPOSED 8" WATERLINE THRUST BLOCK (TYP.) City of Fort Collins, Colorado UT 4PPROVAL APPROVED: • Z Director bf Engineering Date CHECKED BY: 1 3!• 94 Wat & Wastewater Wty Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks &Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 OR DENVER 534=6700 CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, APPROVED BY SHERWOOD IRRIGATION COMPANY THIS --- OF 1998 BY NOTES HORZ. 0 25 50 VERT. 0 1 SCALE IN FEET 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER AND A MAXIMUM OF 5 1 /2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES DIRECTLY AFFECTING CONSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR. 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA. 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. 1 4 �wyjUN z y 68!9,80 245 CCCi 0wQ z z �¢ >0 0r "Z� Uz rck' I�Fowv��ir aoWiwa IIJJ w QIK [� �<w3a� /yI U ZICVw�II��IIw WW_ay'ST Z FW=J�F Wryry' .I � ) Z$OZoaOTY NO0'2 z pr <WD PJM 5 o�3 conz. �:'i rcia O W <zOUmk'1¢Ji �g C+ NKWOUF<T' ' F wrcptt1 zo�0"-'W �aoa<a3 aoazxo as as as 0 U) o� o�, �� Ir o� N� < a7d o� o� U w zZ 00 < ¢ < U yy W En Q �m4 mpp< W Z W \V 'Q wIApp J0. O0 Y O' a < m < II z O O 55 W cc O w O w U O co z z J O I U Ir w W O o 0LL a < J a z Z J o W 0a F PROJECT NO. 120-030 DRAWING NO. 41 C- 5000 W W x 0) 1 34+00 X2- T +,� N 35+00 LO -H W 00 II 00 EL OO II a- OO Z U) 00 F N PROPOSED GRADE w cot 11 SEV ` EXISTING GROUND MIN 12" ----- --------------------------- .. _ z In N (n 'm X +w 36+00 37+00 38+00 39+00 40+00 PROFILE o: 14 w w N � w 0 N U) LO N '.}' x 00N �� L jqt x +Z0 N SCALE 1"=50' 100 150 200 5000 E ENCASE 27" STORM 0' EITHER SIDE OF ER LINE RE: 5 4990 CONCRETE ENCASE 18" SANITARY SEWER JOINTS 10' EITHER SIDE OF 12" WATER LINE RE: I SEE SPECIAL WATER LINE LOWERING & CONNECTION DETAIL RE: � 50 4980 0) TAPPING VALVE ~ w WITHIN 5' 3 z G.B. AT 45' BEND NOT CHOWN FOR (•.I ARITY W il I] iZil mZ m - Za - H F 0 (n YttQQ >4yJ�NC0 �M NW Maa �F-U 41+00 42+00 City of Fort Collins, Colorado JAL UTIg&xdw � z & APPROVED: I Director bf Engineering Date CHECKED BY: ety at &Wastewater ty Date CHECKED BY: lit. ) • /-a f-?q Stormwater Utility Date CHECKED BY: NA Z-z-�FF Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922=1987 OR 534-6700DENVER CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DIM GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. "06mommmm"! HORZ. 0 25 50 VERT. 0 •� 5 SCALE IN FEET NOTES 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL BE ROMOVED BY THE CONTRACTOR. 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA. 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. m1w W W W F mU .ti YI a UN S N W3W z i�ori �u Y p � 0 LLZUgWO NY Z�ZIKJ Oa Q Q'Q >�N Ip�m a�QF 0 LL' J20WN� jWI:J(L WQ a � �UNZOZ apl/Im�W i Gi Q £rQwc5Q0 I U NUWJ jWIJZ{ a. dQio Zay wN_le Qlnz %" W M1' OJ pf Y6 Zr Oe WO a�� s �Z3WZ��2=F o Q=�N�Qr�W2 ¢a �..)� yVj UIWi2�Z 7'KQOV E'" taeaa �i a�li zZoJ W H W 5 w o� o oCn rn rn orn Nrn m -rn odLH o U �d a ZI w 0 z a z Q w U � H F- WNW mIt m QQQ WZ W T \U 34 W -CD o'Y oa az am aK5 a '= as �i o o vvi'�' z O O Q Z W Q W Q U W z zLLI z QJ W U W W p 00 U tL m a W J O IIr a C z AC z J a z Z z J Cr a 0a �3 F= PROJECT NO. 120-030 DRAWING NO. 42 - N 00'43'47" E STA. 45+72.42 STA. 46+67.22 74.75- STA. 43+48.13 16" 45' BEND 16" 45' BEND - --� 16" 45' BEND w/ THRUST BLOCK w/ THRUST BLOCK = I I� w/ THRUST BLOCK N 6617.74 N 6701.18 SCALE 1"-50' E 10801.12 �' }�� 1� 1 W N 6439.23 E 10756.11 _ G so W sD zoo E 10867.11 RE: 4994 !ems l/ � I CC' v RE: RE' ® ORTICULTU E j� STANDARD FIRE / I F 0 ® STA. 44+29.82 V HYDRANT ASSEMBLY - ,� I (nl I (( 16" 45' BEND RE: ° I I WATER LINE � w/ THRUST BLOCK REENHOUS /r LOWERING + OVERHEAD ELECTRIC N 6481.13 -- - I - - ff----- l m l RE: �, TO BE RELOCATED E 10796.98 "�� • . BY OTHERS RE: 50 1 "R - '"- / i EXISTING 16" BFV 4089 T IP WA m EXISTIN 16" iER 80 N 8q 1 � 16 +00 28 I..r. o CENTER AV�. PROPOSED BIKE PATH BY 0 ER ' `' � _ ya STA. 41+34.43 a 4i �§ .,..----------------- -- w w a `'fir Oro ---- 30"x 16" TAPPING a 11 s - -- - - ----- � -- -------- N i SADDLE WITH z h1�00 ; 1 - THRUST BLOCK N AND 16" GATE ;. VALVE n �, z R=886. 0 o xo _ R= A 0 \� XX _ __.t`an-6 5 ,1 � __ -- ---- - - ---- - - --- - -- TA 50+03. 2 EXISTING WATER L 16 65 \\ g 0 -_" _ _ � `\ Ton 8 8 \ REMOVE T.B. &PLUG E Delta= 8' 3 28 1 1 \� 4 - D ta"=i4 035 yF f \ CONNECT TO EXIST. HOLIDAY SERES T - a \ HOLIDAY INN OD W m \ 16" WATER MAIN a Zy 1 1 rn + , \ 16" BFV (SEE DETAILS THIS SHEET) 1 N ►8• K) 32 LF OF 24'• STEEL CASING AROUND WATER ' + 0 UR LINE APPROVED BY ARTII 42 \ R ® HOLIDAY INN \\\?b ` \ E: 50 THIS 2d24" BY 5005 5000 4990 3I 4980 V)I LJ_ w x x wl a z NOTES 9 m ` �� 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER STA. 49+19.99 -pO AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. y _---- 0 O ,, AIR RELIEF VALVE 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. --- --- f.-� w w STA. 47+29.61 N 6949.38 3. ALL TREES DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE 16"X 6" SWIVEL TEE E 10757.93 REMOVED BY THE CONTRACTOR. o w 4 T.B. & 6" G.V. WEST RE: 1 TROADWAY PLAN AND PROFILE SHEETS FOR QO'F N 6761.68 ® STREET DIMENSIONING AND CURVE DATA. It Ue�`p E 10785.87 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR 4. ALL STORM SEWER INFORMATION. oO + � .� 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH CALL UTILITY NOTIFICATION POLYWRAP. LACENTER OF COLORADO 7- WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE, NOTE: THE CONTRACTOR MUST 1=800=922=1987 SUMBIT A CONSTRUCTION 8. FOR RESTRAINED JOINT PIPE USE: SEQUENCE FOR THE D 534-6700 " METRO 1. U.S. PIPE, A FLEX WATERLINE CROSSING OF °'"ER PLAN 2. PACIFIC STATES PIPE, SUPER -LOCK SPRING CREEK TO THE CITY CALL 2 BUSINESS DAYS ADVANCE 3. MEGALUA JOINTS N BEFORE YOUIG, DGRADE. OR EXCAVATE 4. OR EQUAL N TO EXISTING GEOMETRY 01 I z 0 N w 11 KEYMAP HKINN r Lo Ln � r) N City of Fort Collins, Colorado P PROVAL APPROVED: Z- Director of Engineering Date CHECKED BY: 1.31 99 at & Wastewater Ytihty Date CHECKED BY: & • / Stormwater Utility Date CHECKED BY: n /y Z:i. Y Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date -- -- EDGE OF PIPE I U ILL W1Z Z Q F Ld a Q 2 N U y m m 2• RIGID INSULATION o W Y (W L�Ly� WT R (/i \U -M L, ~ Z 3 ¢ Q M 'n WO Q W 6 FT. SEPARATION MANHOLE STEPS. 12 IN O.0 DISTANCE I � Q M.H. -- / I � r a\,e�getitiiiiliMYr'ry ph CENTERLINE VALVE AND MH ' ' ` _� / 2!' MANHOLE RING &COVER (FROST PROOF) �Q\O�� D 8 9 IN. - cL OF FORT COLLINS FOR FOR THE MARKING OF UNDERGROUND 9. RESTORE FLOW LAI REVIEW & APPROVAL PRIOR MEMBER TIE$' NOTE. COORDINATE INSTALLATION II I I TO CONSTRUCTION. �-J Vz EXPAMSM O MATERIAL FOR OF BUTTERFLY VALVE FULL COMPLETELY OF WALL AND VAULT WITH CITY OF FORT (`TYPP BOTHYPENETRA ND ONS) COLLINS UTILITIES. DETAIL CEN ERUNE PIPE TO BE MODIFIED PRIOR TO PLAN Do PLACE TOP OF VALVE RETE COLLAR (a BELOW TOP OF CONC LID 6 IN VALVE BOX CENTERING RING W/DIRECnON ARROW rn �-�TI II II CONCRETE 5005 FINISHED GRADE 6 IN, CIRCULAR CONCRETE COLLAR (SEE NOTE 1 ) CUT WALL - '^ 2-IH3 BARS CL O O RE: TO !-/! BARS USE RESTRAINED JOINT PIPE r " 0 FIELD DRILL PRE-FORI.IEO LLASTIC JOIN SEE NOTE 8 FLAT MANHOLE COVER HOLE OUT GASKETS (TYP ALL JOINTS) ASTM• C-478 0 4 FT 0 IN BARS GROUT L0 0 N + (MIN) BARS INTO LID ED 2" RIGID + d SHAFT WD/NUT SEE INSULATION Qi NOTE 2 1d- 0 NE gZU , 0 5000 NOTES / I 1. PLACE CONCRETE COLLAR & M H RING Y PROP ED �,RAD EX15�N� 16� PCOVER AVEME T4 2"BBE OW GRADE INOW GRADE IN �GRAVEL PHALT PRE CASE RE�OR FORMED Uj PAVEMENT, 24• BELOW GRADE IN FARMED 6 IN. ' W I I FIELDS OR AT GRADE IN ALL OTHER AREAS I\.L. ADJUSTABLE PIPE INSTALL 18• DIA GRAVEL SUMP l I VALVE SUPPORT IN 96• DIA. M.H. ONLY Cc 2 60' M H FOR 16- VALVE C) 72' M H FOR 70• & 2C VALVE - MAXIMUM M.H. DIA = 8 FT 8 IN E� 1-•PROVIDE 24' CLEARENCE MINIMUM Z Dlr n ER }+YL 16 ELEV. 4995.68` JI ELEV�L• • 4997.05 BETWEEN VALVE AND WALLS ON BOTH ROCK I. MI. WASHED E /: .�. 8°.,�% ROCK MATERIAL -\ "r y4 0 1z SECTION c ' ELEV. 4990. 7 SEE WATER LINE 1 LOWERING DETAIL 4990 iev DIAMETER & LARGER BUTTERFLY VALVE VAULT ------- --, ----I R ----------'--------------� �' ` -�'� XISTING GRID ND,__ __,' E: --- i- ---"--- - - - - -- 32 LF 24" 50 ` I - - - STEEL CASING STEEL YOKE 0.5" WALL `I THICKNESS z PIPELINE I RE:® � PROPOSED 16" DIP WATER LINE z (n m 3 W ai ai ai iu � W w n w U = Lj H �t U °? 57 M] 4980 a _ PS 38 ADJUSTABLE a - \ \ o a _ PIPE SADDLE SUPPORT J N Z 3 3 )� 3 ; O m Z U _ X - 0 O W' W Q Fj J w Z Z m j Z O N 3"0 STD. WT. STL. Q m m F_ Z M a Z W PIPE (GALV) W M .� I > E Q <Z Q E- X0 07 0 < W U U O W U U W w DEFLECT PROPOSED' 16' WATER LINE FLANGE W/ 4-3/4" x 7" x � H w r= UNDER SPRING CREEK (a > o �o � No o z > ExP BOLTS BOLTED TO FLOOR N x a1 W'��M 117 K1 Ww�IApJ rr,,,, O WO . �F1.Ipn +LID +a+�+It +Wa+*+To & + 3 V1 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 HORZ. 0 25 50 ADJUSTABLE PIPE VALVE SUPPORT VERT. 0 1 2.5 5 SCALE IN FEET Z O CO W -1 LL• O Z o W a I-- W a in Z O r O W U Q Z Q M z Z Q J a LLI Z Z W U cc 1- F- cc < cc 0:W W W O o0 LL a �3 F PROJECT NO. 120-030 DRAWING NO. 43 0 PROFILE C-3 1738 n ofINN NOTES HOLIDAY TIE INTO EXISTING 27" SANITARY SEWER 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER AND A MAXIMUM OF 5 1 /2' COVER UNLESS CENTER R AVE w n--------------------------------- j------__ OTHERWISE NOTED. '-- --- -- I --'- ---__ `----__ '-----_ HORZ. 0 25 50 HORTICULTURE GREENHOUSE '�'l•� _ 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. >`r 4 m 3. ALL TREES TO BE REMOVED WITHIN THE CONSTRUCTION LIMITS. VERT. 0+ -1 2.5 5 - SCALE IN FEET '• '-- 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA.k 0 12" 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR° -I- — 00+1t, N 00+0� I--- DIP AT W ER ALL STORM SEWER INFORMATION. 1 6 MAINS TO BE DUCTILE IRON PIPE WITH 2+p PALL OLYWRAPR 1 1 1 ` 7. WATER LINE TO BE FROM SANITARY SEWER LOCATED A MINIMUM OF 10' LINE. ------ x 1 - - --- -- " •• �/ 8. ALL NEW SANITARY 1 AT CL OF STREET SEWER MANHOLES TO BE LOCATED (UNLESS OTHERWISE NOTED). NTS YMAP p n � I _ pp o MHC8e --' -,, Z a-' D STA. 0+00 REMOVE t5 LF OF o EXISTING 27" PVC \ \ N FOR MH INSTALLATION RE: - x I 49 h MHC8d x STA. 2+36.05 RE: \ h 61 y + \ A �� City of Fort Collins, Colorado r 9 P PROVAL Gj APPROVED: \ EXISTING MH44 of Engineering Date RIM 4990.33 10 4— INV. IN 4981.51 x CHECKED BY: ,Date I , INV. OUT49 1.41 o CALL UTILITY NOTIFICATION Wate & Wastewater U 'ty CENTER OF COLORADO CHECKED BY: / \ , Stormw�er Unlit D ate 1-800-922-1987 y STA. 5+, 9.2G RE: ` CHECKED BY: A//O ?r z S 5 OR N METRO Parks & Recreation Date 534 6700 49 ` DEN>,ER (� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DKi. GRADE, OR EXCAVATE CHECKED BY: FOR THE MARKING OF UNDERGROUND Date MEMBER UTILITIES. �P CHECKED BY: Date 5015 CD � LO o C14 CIO �°' ! ��m j i I j j 5014 � o+rn`r pO'r� j +CC �~ +rn`�� I j I j 00 �N�zzzo ( I In��zo I I 5010 i Y—i --� --�-- ------- , 5010 5005 -----�---------+ �II j I f I ! i --4-------- f----------!----------�-----------�---- 5005 -� I Iqe I 5000 I ! 'PROPOSED I �RADE W = ; I _ J ; I i I �_ 1 5000 W ♦W� 4995 — -, -- --- -- — - -- --- — j-- --- — - -- -- — — ------ ------ --- 0 o _ _ { - -- - — - -- - ---- - — + _ ---- -- ---- — --- 4995— - 1 EXITING GROUND ------- d I I I I 4990 I---- --- ------- ------- -------t- --- ------------------- -- �� i I � m I f 49 __- _ -- _- 49— 1 80.80 LF 0 0.41% 21" PVC 2 i ! i i I 4985 36. 5 LF ® 0.48% 21 PVC 283.1 LF ® 0.4 0 j " 21 PVC I ! U ~ I I � , I I i I I � I ? 4985 � ------- ---- ----- —-- ---- -- ---- ---- -- --- - t--------- -+- - ----- ;--------� - -- -----I rt----------- - —�_ I 4980 r --------------- ( i , 14980 4975 — --j— 4975 �-j--- 4970 1 I I I 4970 l _ I 4965 I 4965 F- i — -- -- j ----- - - -- + - - -- �-- ---�--- -----_�.-- -.-----�---_.---- ----------t-- ---_-- ----r ---�-- 0+00 1 2 3 4 5+00 6 7 J WO ZF�<Ow � yOj aUa IZpZA ~ U' OOZ��U �J�3ONF 42U O O�Oa mx� Fes• � 'go`nzo pil{ �w x W a awCa�o �orcwa� •` z Z ¢J Fv1 Ii Z Om�W'�Z KSJFUt� iGd <0-. 0Nz oz�a �r>a i�wo irl,rn 0 5 z mz3 wz��xF U W aNU424'Z J%QO�] xi - WDUW >b]µ UI E.�a oa dd 4? ao:?zIp mm OW 0 0 0 Of N 0 p = wU Q Q O N C' s � m a of z z Q d Q �z VZ = w f n WW Q 2 m Q Wz 0 'o� ai m w� a II IL CL �' � o � (h o O03 o m Cv O a I cc �m m a �aA �002 XUM wd�^or'• W o0'* 0 ooCb 0 W v 0 0 0 w 0 w 0 U W z z 0) ui Z > J 0 Lu z Ir W W 0 o 0 LL. a W J m 0 LV a 0 z z Q J IL cr W W z } z CC n � o z w Q u) F PROJECT NO. 120-030 DRAWING NO. C� r 0 0 Q m ,n Li w x x 3 0 N 0 0 0 0 N �.i a z 0 j1 . • , 1 \ It 11 '1 1 l 1 1 I 1 1 1 t 1 `d I XF t I 1 1 1 1 I I 1 1 I I III II 'I1 / 1 1 I I 1 ! III 1 I I 1 1 111t ' II 1 1 t, I 1 I I i t ` 1 I I / / I EXI$JTI 6 122" S-4 I�TARY 12" SSWR Nli \ V ° r '' I I r ' r l ' 1 Itl -14 I Jill INSTALL 7013t LF SiLT iFEN ING I I \, , 1 f III , . I♦I 1 I I I I 5B 1 `� IIII II II 114 \ 1 1 148 1RE 1 I i 1 ' .680 IIII 11 111111 II 1 1 1 I ' f IIII ,; II III 1 , \ I t' 1 0 x11 II II III I ,l I IIIII, II 1jj1 \11 1 1 1 1, 1 / 1 1 I I 1 I I 111111 It111 1 I� 1 \ 1\\ I1x111 IIII t1 11 1`1 , `I \\, \ \ �•\+ I , I� i s I i, 1 l \ 11411 I 11 Ii 11 t 111 11 \\ 1 `I t i 'I (, �( , � � , t• x ti I I (lilt i i ;11 \� '111 1 t t I l 1 1 Il,l f l \ l\, I �• 1 , 1 , \\ 1 111111 ,111 \\ 1 1, 1 t i;t ili W. 1I 1 1 I 1 C\1 11 IIII I it1 1 1 1 1 1 „ I I 1 1 I q 1\ 1 111 / i' 1 1 i \ 1 , 1 II , WI; , \III al 111 I1 I1,1 , I 1 1 \ 1 `I 1 1 \�\ I11I \\` \\ t I P' 1 t \ ' \� ! / .�• a 111 1 1 1 1 \ i \\ 1 1 \ \\ \\\\ \\ \ 1 Y 1 1 \ / \ U.7CQ 111 ll, I 1 1 I \\ \\\\ \ \ t \ ' tit IIII\`1 '11 'll 1 1� 1 1 \,\ \\'` \ l 1 1 \ 111 ill ' I,i, 111, it I 1 I \ 1 1\ , \ \\1i l\I ' I� li i 1 , IIII II 1 t I I 1 \t I111 \' \, \ \ I t IIII 1 1 1 '1 t , \ `\ /N Il Vill v 1 I It YC'. ' \ / N `t \1 tt \ \\\\ \�\ `\`, It/, '1 I 1 ,(/i ;'� \ •®\ 'I 9 96 ,/ r% r Ir111' 5A ' _\\�,\\\\ ` \ \ :i I\1\ t \\ I Igiil .45a \L';�, \\\�\\' \ \ I I ' 1 \ IA RAIN kj 1 rip/r ii \ \ 1 R ✓ \ � ♦ � 1 r 1 /drirri / � \ I \ \ \� 1�� \ 1\ ♦ I ♦ I I I `IIIII , i0 •, 1 \ I 1 11 ml, f , , IIIII 1 1 1\ \v1 / U. Q , 1 I 1 1 I 1,'1 �. 1' l ,�\\ I l 1 4 ■ I ' � 11�� 1, ' ' , ra, , I I $I, 1 r I \ 4!l i S r l M 1 it OTE— 'k , �—NRRC SITE GR lI/H Ip o^', I zL � � 1 � - TALL LF ~� / FU IRZ J FLUME DoiGNi BBY N REPORT 1998) T�/ SCALE 1 "=50' 0 50 100 iM lk _SEE HEET 24 FOR STYPICAL SECTION FT NOTE: ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR h t 01 INSTALL 1102t LF SILT FENCING j 4 K t • 'I 'k - ` L r n I ®3�LINE SWALE WITH NORTH AMERICAN GREEN x�0 ". _ C350 EROSION CONTROL FABRIC. EXTEND - `\IF FABRIC 3' UP SIDE OF SWALE OR 1' BEYOND CALL UTILITY NOTIFICATION y TOP OF SWALE. USE STAPLE PATTERN 'E' CENTER OF COLORADO 1 , RE: & 1=800=922=1987 ,11; 48 e i I ,. • �_ • . � iA • ... i. o. •, o v r • i4 ' r ✓d. a r w O W �z OWN O- YW OUzzOz <S 55 j� i 1 a-zK- -�-1 oo ew<� AWE w NV �, JWJ640- W¢2~L�� I�11� a zL�=O-y tWj,N (ialYz 0 5J�Ouz3 wi(0iF P, �W< O UWp'p.UISW , 7:EFOV F �wpttrc zoLOD,w Caoa<a3 <oazxo 0 O, 0 0O, 0O) ¢ (A��o�N� Z Z W Z Z a a WU w zZ aY z .< tn U O L)Z2m mL) p Y OY O � d� am +f11 FOR THE MARK• O OF UNDEROROILM J MEMBER UTILITIES. z rl 83a III II z Z �U 541 O O W C0 in cc Q O X W O C3 U Q W J,> -11 0 0 � > LLI -1 0 z cc City of Fort Collins, Colorado PROVAL 0 a Y— Z• Q w cc z APPROVED: ... Y Director f Engineering Date w � CHECKED BY: 1.31.9A 0 U u- cc Matterr & it afarUtility Date a CHECKED CHECKED 8Y: ^hZllrJr��C,�' t Stormwater Uty ��LL=LL Date PROJECT NO. rvp Z- 2-'7 120-030 CHECKE D BY: Parks & Recreation Date DRAWING NO. \� CHECKED BY: Date CHECKED BY: 0 NOTES 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 112' COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL BE ROMOVED BY THE CONTRACTOR. 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STREET DIMENSIONING AND CURVE DATA. 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WA IER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. 8. ALL NEW SANITARY SEWER MANHOLES TO BE LOCATED AT CL OF STREET (UNLESS OTHERWISE NOTED). APPROVED BY SHERWOOD IRRIGATION COMPANY THIS _ 1 __— OF _PAC%1998 BY ---- X 30 LF OF STEEL ENCASEMENT RE: tzv f _ �- MHC86 1 � STA. ,0+ 4-00 7Y , rt E 10532.66 RE: // \ I �� 1 �?/ 1 MHC8b STA. 9+18.31 RE: 7 4s = STA. 0+00 ! E f ^Lu ' I 5020 ' Nh�Q� mozz i � 1 + U Q , 5015 I I4 • ! I + r t OIW� IZ� MINIMUM TENCH WIDTH BETWEEN w ' �MH. C8b MH. CSD TO ALLOW FOR' 5010 .._ _. _�� RUST >� Oc G OF :" -- 7 . _ .... - - _.. - - - - - - . -. _. - WATERLINE ui Q PROPOSED GRADE Gox 5005 O_ J W+ wLLI I k I _ 5000 t-XISTING G NDuj ul W +' W 4995 0 - - + t + ti 2.80%' Cq - - - a 4990 tti- tLt- , ?11" PVC z Z 218.31 LF ®0.4% J 4985 ti L ,m 77�� I 1 �30 LF OF 24"; STEEL CASING � o ( WITH 3/8" WALL ICKNESS I w I In m 4980 ------ _ ; -- - -- - w + } � ; X I i i , ! Of i 4975 I i ; o < ; j p Q i i i ( M , CO N W i Ow i o ° ; o 0 1 4970 �� a aN d ; I } rn4- � ; O 1 Z OD 03 > R M d `• i +Z t +Z ! 4 + I � 7 - 8 9 10+00 11 12 HOLIDAY MN ~7 CENTER AVER HORZ. � 25 5 VFRT 0 11 2 SCALE IN FEET a4_` 4 —Q NTS HORTMILTM GREENHOUSE N KEYMAP City of Fort Collins, Colorado UT PROVAL�—�� APPROVED: Director f Engineering Date CHECKED BY: �+� CALL UTILITY NOTIFICATION a ac astexater U y Date CENTER OF COLORADO CHECKED BY: /V• A. / 2f- 1_g00_922_1987 Stormwater Utility Date ETRO OR 534-6700 M CHECKED BY: Z`Z'9t NVER pgry� Parks &Recreation Date s CALL 2 BUSMES8 DAYS M ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE CHEI;KED BY: FOR THE MARKING OF UNDERGROUND Date MEMBER UTLr EB. Ex1snNGROUND— G CHECKED BY:LO Date W ! M�U h � I N h �� 00 f aorn ' 5020 - 00 u)__0 a�010�=0 7-(n d'--- - - - 50155010 t '- PROPOSED GRADIt i 5005 i + " 1 { 5000 , I , 4995 I 74.00 L' 11111111 W J cc IL 0 z z Q J a cc W 3 W co cI } CC Q o � Cwi G ' PROJECT NO. 497-0 -- ; - 120-030 DRAWNG NO. ' 45 M M \ MHC801 \ \ STA. +0 \ � N 4984.114.11 E 10277.71 w RE: w \ _ \ w \ \ w Z REMOVE EXISTING �\ J � MHC7 \ _________________ _________________ ------- 0 ¢ U J 00 12" DIP WATER 1 +nn 14+00 1 15+00 REMOVE APPROXIMATELY 210' OF EXISTING 12" SANITARY SEWER =--- -------------\A-- `� ------------ ------------- EXISTING MHC6 PLUG LINE (SOUTH) ---- MHC8a STA. 12+93.24 RE: 49 i = STA. 0+00 5035 N NN%O) o 0 5035 rorioorn"t Ua) O� 000 d �� 2+O),f)�Y g-oZZ� F-- l00 ^MI— a- )--o a )o OfII--�»> _��> 5030 o1nEZ- Z3 M0FhZ 5030 5025 5020 5015 EXISTING GROUND 5010 5005 �4p06° Za\IC 5000 4995 1� w Z 4990 "1 _N 4985 0 0- 0 Of a_ - R O -_ + 0+00 1 5025 5020 GRADE 5015 5010 5005 5000 4995 4990 4985 \ l EXISTING MHC10 P ACE 40' CONCRETE \ STA 17+00 NCASEMENT AROUND 6' SAN. SEWER SERVICE SANITARY SEWER LINE 100 LF @ 2 0% RE: E ISTING MHC9 \ -x IM `'036 82 MHC10-1 STA. 0+75.56 N 4297.47 -- E 9817.57 -------' RE: ® ' 4 -- nD+9V' HORZ. 0 25 50 VERT. 0 1 2.5 5 ,�+1✓ SCALE IN FEET INV IN 5019.90 \ INV OUT 5019.70 \ RESET RIM AT 5034.49 --------- �--- `- REMOVE APPROXIMATELY 80' OF EXISTING 18" SANITARY SEWER b� 0 \ I * r OO+C a 1, v Vq-lAR1M� - ,- \\ ----------- ----- MHC8 STA. 16+90.01 RE: 49 DURING CONSTRUCTION OF MHC8, BYPASS PUMP EXISTING FLOWS. COORDINATE BYPASS OF EXISTING SEWER WITH THE CITY, NOTE- THE CONTRACTOR MUST SUBMIT A CONSTRUCTION SEQUENCE FOR BYPASS PUMPING OF WASTEWATER FLOW TO THE CITY OF FORT COLLINS FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. EXISTING MHC11 RIM 5040 35 INV IN 5027.18 INV OUT 5026.68 NOTES HOLIDAY INN CENTER AVE HORTICULTURE 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 112' COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS OTHERWISE NOTED. 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. 3. ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL BE ROMOVED BY THE CONTRACTOR. 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR STRFFT DIMFNSIONING AND CURVF DATA, 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR ALL STORM SEWER INFORMATION. 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH POLYWRAP 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' FROM SANITARY SEWER LINE. 8 ALL NEW SANITARY SEWER MANHOLES TO BE LOCATED AT CL OF STREET (UNLESS OTHERWISE NOTED). 171 cn x M �� 5040 0 5040 5055 o0r�i�Oo° 00b06- :2 f� 0 O)O`t 0C)OtnO Z+��F- L+�H�) +qH �_0 �CO0 z-0� a u,�o n. �0Z n0 0I- ry��» xI-I 5035 ou~�?? wl )Cr? 5035 5050 5030 EXISTING GROUND _, i i 5030 5045 I . II 5025 j II 5025 5040 LO � II w — II 5020 5035 5020 x -- -- --- — — ILI w 5015 10 �,/�' PROPOSED GRADE 5015 5030 + i 04 vG 5010 5010 5025 w 2 - F 5005 39� " 5005 5020 a - _ 24 �F J 5000 2 ao% f 5000 5015 18„ PVG I W 4995 13 14 15+00 lE 17 4995 1 5010 4990 1 5005 0 NTS O� PPp i KEYMAP� CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800=922=1987 534-6700 "DENVER CALL 2 BUSM88 DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARIONG OF UNDERGROUND MEMBER UnLITTES. City of Fort Collins, Colorado MSA PROVAL •�� Z- APPROVED: Director TshgMeffiineermg Date CHECKED BY: 1,31,Q9 Vat* do Twtewater Whty Date CHECKED BY: AA Stormwater Utility Date CHECKED BY: A14 Z-L-71 Parks h Recreation Date CHECKED BY: Date CHECKED BY: Date 0 N I- CO I= I'7(n0X e.l ®W�o 5055 U) C N M IY NNO O Ln �O O CIA LnU'), L000 +��^ � =0OZZO 0000 +M� 5050 L10 FZZZ :1;V)FZ 5045 OSED GRADE EXISTING GROUND 5040 5035 II I� II I� 5030 11 -15 569% ©g PVG 5025 I II 0+00 1 1, CORE DRILL INTO EXISTING MH GROUT WITH NON -SHRINK GROUT 5015 5010 5005 w N Q � 0 L (n w p w � w � w z a v� :o a I� CO _0 �t n Cv W4 pW -_mom WO w F nVwUi ~O �oii�� rc Sool7s� '6 w�&5y"n m�-z8'zrc w aw<mz� E., 4+ < �cFi r�zo le �i �w xCa < K 6,4 Z �O °ram s'6�0<z �-- O <ZZFmk"¢} a p�yyI�.�SSWZZJ;FxCo- F L'aaE az air z!0 < < w a a a < V) o T w �¢ Q << �.�Z �� a a J L'iw 0 < z < 3z z W N < J w'D w < O Y 00 M < ,n < II a CL ate' o � o (n Z r�l z 0 Cc, x h V �ro Qa OC.C, wd�oyr E'"IVl`.J I� c�v w O O a z CXt.' C Ci w z uj z > J ¢ J n U Q i--- I— cc Wz w o 0 v LL a w J LL_ O cc CL In z z J a. m w w z } CL o Q o Z �'¢^ J vJ F 1 eo PROJECT NO. 120—Os0 DRAWING NO. 4 �3 MHC8O-1 U7 d W N W 07 W Z J F- Q G N I N A. 4,1'1' 0 \ \ \ E 10277.277.71 RE: ® \ \ \ REMOVE EXISTING \� MHC7 x \---- ^ •------- ------\ ---------------- _-_-- --_ ------------- \ 12" DIP WATER REMOVE APPROXIMATELY 210' OF EXISTING 12" SANITARY SEWER �\ a / \ EXISTING MHC10 P ACE 40 CONCRETE \ NCASEMENT AROUND SANITARY SEWER LINE RE: 50 EX5019.ISTING MHC9 AIM 5036.82 / INV IN 5019.90 1 INV OUT 5019.70 �,� RESET RIM AT 5034.49 - REMOVE APPROXIMATELY 80' OF EXISTING 18 SANITARY SEWER fix` avit _ NdS'za N1SIX3 - A I NO IV \� MHC8 STA. 16+90.01 RE: %91 MHC10-1 STA. 0+75.56 N 4297.47 E 9817.57 RE: 49 00 O HORZ. 0� 2255 50 pmompmommm VERT. 0 1 2.5 5 SCALE IN FEET HOLIDAY WN CENTER AVE HORTICULTURE GREENHOUSE KEYMAP ' — EXISTING MHC11 RIM 5040.35 INV IN 5027.18 INV OUT 5026.68 CALL UTILITY NOTIFICATION CENTER OF COLORADO NOTES 1=800=922-1987 1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' OR 534=6700 TRO ER COVER AND A MAXIMUM OF 5 1/2' COVER UNLESS CALL 2 BUSINESS DAYS IN ADVANCE OTHERWISE NOTED. BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 2. ALL SANITARY SEWER MANHOLES TO BE 5' DIAMETER. MEMBER tnLTMS. 3 ALL TREES DIRECTLY AFFECTING CONSTRUCTION SHALL a� OJa w y, F mV w� <,�., 'WWUr�j .. Qi `8 Z v, SwZ P oz2�� g� > F 3�aJyN zmaw Q� < 5� O ¢ wFO'z0 wJW«m�Q EID a osiz� o�Pio�w x w� Z s'k,Z< z l�iF � < Uwj_ a g '< w oc, �rn < < orn Nrn �rn z U z �z < Q ZZ Q < Q U � a ¢ rr LLI 4t w z 0 < _ w > oY x 00� W �aa� W <m it < u U'r BE ROMOVED BY THE CONTRACTOR. City of Fort Collins, Colorado Lm PROVAL 4. REFER TO ROADWAY PLAN AND PROFILE SHEETS FOR •�� Z� wvv STREET DIMENSIONING AND CURVE DATA. APPROVED: Director Jf Engineering Date 5. SEE STORM SEWER PLAN AND PROFILE SHEETS FOR CHECKED BY: QviaC2,f•31�49 ALL STORM SEWER INFORMATION. Wat& & Wastewater Whty Date 6. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH CHECKED BY: IV A • /}L=C-1f rro POLYWRAP. Stormwater Utility Date EXISTING MHC6 DURING CONSTRUCTION OF MHC8, PLUG LINE (SOUTH) BYPASS PUMP EXISTING FLOWS. 7. WATER LINE TO BE LOCATED A MINIMUM OF 10' CHECKED BY: NiP l-L-?9 COORDINATE BYPASS OF EXISTING MHC8a NOTE: THE CONTRACTOR MUST SUBMIT A CONSTRUCTION FROM SANITARY SEWER LINE. Parks & Recreation Date SEWER WITH THE CITY. STA. 12+93.24 SEQUENCE FOR BYPASS PUMPING OF WASTEWATER CHECKED BY: RE: ®FLOW TO THE CITY OF FORT COLLINS FOR REVIEW & 8. ALL NEW SANITARY SEWER MANHOLES TO BE LOCATED 49 / APPROVAL PRIOR TO CONSTRUCTION. AT CL OF STREET (UNLESS OTHERWISE NOTED). Date 11 = STA. 0+00 r r v~i 1 ! I I I X i 4 n 4 LO . n i 1 n <D 5035 1 N "�'" o 5035 i 5040 Nrl ' Ci n °'" of 5040 Do r'i { i , =+WIN*H r-,6, 2 �LOI.— I _+ F-+n , O+d-F Ozzo 0000 O 0 ' �� OZ , Z�O0 a 'n -- ; ao u� a n a 0 5030 , o �??? I ��Z : 5030 5035. o ir?? ! ou) zz i -�_ - XM7K 5035 r 4..- 5025 - 50305025 .. - .-- � , i 5030 7 I II I 5020 5020 }5025 5025 LID II ROPO$ED GRADE w _ II 5015 f 5015 ; 5020 _ _._. _. _ r ..r- — - - _ 5020 `I w EXISTING': GROUND ; � ,t 5010 - - r 5.0.10_ _ 5015 - - r PRjoPOSED GRAPE- 5015 I + T , d 5005 5005 5010 _ - w ! - : 5010 ° J , 5000 ' 1 5000 5005 5005 � F ' i Q , i w F i N i 3 24 , m 4995 i 4995 5000 �a0�° i ' _ _ 5000 .. -. - - - - - -- -- ----- - -- ---. �.. -r ... - -- + - - 4 ui ' z X { J _ ... 49904990 4995 f _ 4995 _--_._ 3 e i 00 C6 N ; , t '! , Ow O j i { 4985 ! 4985 4990 f 4990 ._.._ ._ y_ v _-. jj a IE a Lij Ir Ir j 0)I a i I ; � i ! + o ; 0+00 1 13 14 15+00 16 17 CHECKED BY: Date ' 0 OMDU)aX I I ®XWw 5055 Ewa 1 5055 i X N��Z ED o0'• 5050 "+"w� rn iO o w I +"'�; 5050 . _ _ F Xa�»> . _..__ L0-- =ate>y _._ .. ___ { win�zzz ( � , �zf I i I 5045 { 5045 - f -- ROPO$ED GRADE 61STING GROUND 5040 ` 5040 5035 It II 6035 ' II 5030 I_ I _ - . - 5030 r I I ,5 5 cj 2 $" 5025 pv� ;.._. 5025 I_ 1 LJ 5020 5020 _ _ ._.....r_ CORL DRILL INTO; EXI NG MH GROJ1T WITH NON SHRINK I 5015 GRo�r 5015 T -- ...._.. - T - -i i z j I 1 5010 ��' - , . i ..... _5010 - N f 5005 a . _... - - - - - 5005-- I o o i t + 0+00 r z 0 m M O02 o m C a ti M a Cq F� QD QD o Q aUN wdov Z0 W oo0 'Col wcq xr 0 O O Lu x OJ W O W U Z Z Q J W U W W Cr o' U O it a W -i LL O ir a c Z Q Z Q J a W W C0 z >- Cr w Q CO F PROJECT NO. 120-030 DRAWING NO. 46 N NOTE: EXPANSION JOINT TO BE PROVIDED AT BACK OF WALK. LANDSCAPE ZONE 6'-0" TRANSITION 12' DRIVEWAY WIDTH (UNLESS OTHERWISE NOTED ON PLAN VIEW) SLOPE=1/4" PER FT. MIN. PERSPECTIVE VIEW X Q Y \ J � � N O Y ° U Q° MIN. SLOPE 1 4" PER FT. EXP. JOINT FLOWLINE SECTION A -A EXPANSION JOINT WARPED SECTION �N ,} (O NOTE: DRIVE APPROACHES SHALL MATCH EXISTING CONDITIONS. DRIVEWAY APPROACH DETAIL * N.T.S. *8-12,16 ROADWAY WIDTH EXPANSION JOINT I If CONTROL JOINTS pq� CONTROL JOINTS CONTROL JOINTS REQUIRED FOR P� PANS OVER 40' FLOWLINE EXPANSION JOINT 45' ACCESS, SLOPE & UTILITY EASEMENT 2' 5' 4' 7' CONC. PKWY. BIKE SW. LN. 2% 29; R * NOTE: WEST SECTION VARIES FROM STA 38+83 TO STA 42+21 TO MAINTAIN BACK OF WALK ® 96.00 TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES \- TOOL CONTROL TOOL JOINT ® 10' O.C. JOINT JOINTS DOWEL IF COLD JOINT (SEE PATCHING SPEC'S.—DETAIL N0. 4) PLAN VIEW 03 3' 6' WIDE PAN FOR RESIDENTIAL STREETS ALL INTERSECTIONS TO HAVE ACCESS RAMPS *8" MIN. ON RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN +1/2" FOR COLLECTOR & ARTERIALS. SECTION A -A STREET INTERSECTION GUTTER DETAIL VERTICAL CURB, GUTTER & SIDEWALK^ N.T.S. *8.10,12,16 NOTE: EXPANSION JOINT 12' BIKE RAMP WIDTH TO BE PROVIDED AT BACK OF WALK. SLOPE=1/4" UTTER FT. MIN. K rLANDSC!APE DESIGNED ITT ITI \� 1:1 SLOPE ASPHALTi— THICKNESS ASPHALT PAVING DETAIL AT CROSSPA N.T.S. EXPANSION JOINT TRANSITION PERSPECTIVE VIEW X Q J \ N FLOWLINE O1° ° U Q m SECTION 6'-0" TRANSITION MIN. SLOPE 1 4" PER FT. N ° (O . 1 EXP. JOINT NOTE: BIKE RAMP APPROACHES SHALL MATCH FXICTINr r.oNnITIONR 45' ACCESS, SLOPE & 68' R.O.W. UTILITY EASEMENT 50' FE — IL 12' 12' 1 12' 1 7' 4' 5' 2' TRAVEL LANE TURNING LANE TRAVEL LANE BIKE LANE PKWY. CONC. SW. 1 MPy,. 2% MIN._ _ 2% MIN. HOT BITUMINOUS PAVEMENT (*) VERTICAL 6" CURB & GUTTER BASE COURSE (INFLOW) (*) TO BE VERIFIED BY SOIL ENG. PAVEMENT DESIGN TYPICAL SECTION CENTRE AVE. N.T.S. * *8-12 WHERE WALK ADJOINS A CURB LANDSCAPE IT SHALL BE CONSTRUCTED 2'-6" ZONE 1/4 INCH ABOVE THE CURB 1 1 /2" 4 1 /2" 6" 1 1/2"R \ SLOPE TO CURB-1/4" TO 1/2"PER FT. x I VERTICAL 6• CURB GUTTER AND SIDEWALK N.T.S. *8-12,16 5tL; I JUN A -A BIKE RAMP DETAIL N.T.S. 31 City of Fort Collins, Colorado UT PROVAL APPROVED: tan Z Director lof Engineering Date CHECKED BY: AII6 �•31.9� Water & Wastewater Utilit Date CHECKED BY: Stormwater Utility Date CHECKED BY: / Z- z- y 9 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 'NDEmNEVTERRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, PC FL AX FL LIP 1/4 " 2' W W . W y W W W W W W W W W W W 4' MIN. W W W W W W W W .1: 24 PE �q GRADE BREAK 1/4" DEEP 6' MIN. TOOL JOINT 6" CENTERS s� COLORED CONCRETE 6' MIN. 4' MIN. 2' VARIES VARIES WITH 4 LBS/SACK WED EQUAL DAVIS )E APPLIED ON ,URED SEPARATELY i A MINIMUM OF FRS DRIVEN 8 AR TO TRAVEL TINTS 6 INCHES ' INCH WIDE CURB R THAN 6 INCHES CTION GUTTER RMINED BY THE 2 ENTIRE v, n v 1'7 rnVL wnU (rin ( uL r wnw n 1 (V G BACK OF THE PLAN VIEW RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. MIN. 4'® 1_ /4"/FT 1„ FT 1/4" MAX. FL LIP CbRNCRE 6^ �16"I— SECTION A -A PEDESTRIAN RAMP DETAIL s N.T.S. *8.10,12,16 NOTES 1. RAMP LANDING SHALL BE CONCRETE COLORED DAVIS NO. 1117 (TILE RED) PIGMENT OR APPRC CLEAR SEALANT OF APPROVED EQUAL SHALL I ALL COLORED CONCRETE SURFACES. 2, COLORED PORTION OF THE RAMP SHALL BE PC AND DOWELLED INTO ADJACENT CONCRETE WITI 8 EQUALLY SPACED, 18 INCH #4 DEFORMED BV INCHES MINIMUM. 3. TRANSITIONS ARE TO BE SCORED PERPENDICUL DIRECTION WITH SIX 1/4 INCH DEEP TOOLED A ON CENTER AS SHOWN. 4. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SD OR 'DUMMY JOINT" MAY BE TOOLED NO CLOSE FROM FLOWLINE AS SHOWN. 5. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 6. JOINT PATTERN TO BE ACCORDING TO 'INTERSE DETAIL' DETAIL D-16 AND D-17) OR AS DETE CITY EN INEER. 7. SWIRLED WOOD FLOAT FINISH IS REQUIRED OVEI SURFACE OF RAMP AND TRANSITIONS. O A c w., u"nr nr 1!11 a > 0 0 r w > m'a as a�v°dU�� w�wvi y >o o� U F 3?o�K(0/1 Nr 4pa 0 0 zo alC mew ,x Qi Q a WtSQO 0OU'rcwQ V I O ONOW$IJW KZ� eNy Z FI✓Z<JZttx�0 jJOQO y ywj (:0 �U1 '�y W o OJ F>a ZMWO Qn� 5 zUz3 wz(_^�xF o� a O azF(n� r owx m "x N�wo�tv.how S{{-o� _ F '_aoaaa?�d'na zxo .01 0 0 0 <`" Dm O Q U) � Q z Q N 0 Q N 0 Q Q J W W z Q \ Q f U = W aC ofm > U N U p WZ U� W ' o'Y o m IL ME Q L0 QF a� Mimi of Of Nz Z o co O/ W O w �a CQ I CQ xc� 6 co v'zao W�yappco %wOUd' C�VJ`J N CQ PN wwctwCb Z O p U) Z O W p W 0 z u6 W Z W > J Q —N W O F- I- w W pQ o U LL. a Z O F- U W C0 J Q U_ C/. L F- H 0 Z Q J Q W CD z Q C � 0 F cc PROJECT NO. 120-030 DRAWING NO. 47 k— 0 3 0 0 0 0 CD 0 0 N w a z CD 0 1 1/2" SQUARE x 48" LONG, KILN DRIED POSTS DETAIL I\/'� I I VG JVIL ELEVATION ATTACH SILT FENCE BETWEEN LATHE & POSTS w/1 1 /4" ROOFING NAILS SECTION A A 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 6" OF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE PLACED IN TOPSOIL PILE. NORTH AMERICAN GREEN EROSION CONTROL FABRIC TOP OF MAIN CHANNEL END FABRIC INSTALLATION - y � NOTE 3 BEGIN FABRIC INSTALLATION SEDIMENT CONTROL FENCE N. T. S. 4-7 Q�v NOTE 2 nrmi%mmm=��il EROSION CONTROL FABRIC KEY TRENCH N.T.S. BACKFILL CAVATED TRENCH F FLOW ATIVE SOIL NOTES: 1. CHANNEL HEIGHT DIMENIONS: SEE PLAN VIEW 2. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. TRENCH AND STAPLE FULL LENGTH ALONG EDGE OF BLANKET. 3. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. * 4-7, 35-38 1. EXCAVATE TRENCH, 4" MINIMUM DEPTH STAKE TWINE llll P FILTERED RUNOFF p u 2. PLACE AND STAKE STRAW BALES WEDGE LOOSE STRAW BETWEEN BALES ,�— STRAW BALE TCOMPACTED BACKFILL RUNOFF I I . CROSS-SECTION VIEW 0 0 J w PLAN VIEW COMPACTED BACKFILL PROFILE VIEW 3. BACKFILL AND COMPACT EXCAVATED SOIL L: e] GENERAL NOTES: 1. WHEN USED AS A CONTINUOUS PERIMETER FILTER BARRIER THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 ACRES PER 100 FEET OF BARRIER. 2. INSPECT, REPAIR, AND REPLACE (IF NECESSARY) THE FILTERS AFTER EACH STORM EVENT. 3. ALL BALES MUST BE REPLACED AFTER 12 MONTHS UNLESS APPROVAL IS GRANTED BY THE ENGINEERING DIVISION FOR LONGER USE. STRAW BALES STAKED WITH TWO STAKES PER BALE TWINE POINT A MUST BE HIGHER THAN POINT B SECTION A A F� FL GENERAL NOTES: �ir� 1. INSPECT, REPAIR, AND REPLACE, (IF NECESSARY) THE FILTERS AFTER EACH STORM EVENT. 2. ALL BALES MUST BE REPLACED AFTER 12 MONTHS UNLESS APPROVAL IS GRANTED BY THE ENGINEERING DIVISION FOR LONGER USE. EROSION BALE CHECK DAM N. T. S. 4- City of Fort Collins, Colorado UTI P PROVAL APPROVED: •�� Director of Engineering Date CHECKED BY: NA I.J1.99 Water & Wastewater Utility Date CHECKED BY: l- Stormwater Utility Date CHECKED BY: Z- e- 3f Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800-922=1987 OR 534=6700 DEN;ER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTLITES. I� _ROLL WIDTH= 80" -I *----------------- * HEAD 6%6" I I «2 TRENCH X X X i «2' X X X X X X I 1 <<2' X X X X X SIDESLOPE 6%6" X X X X X X TRENCH (CHANNEL INSTALLATION ONLY) X X X X X X X X X X X X X X X X STAPLECHECKSLOT- - XXXXXXXXXXXXX (CHANNEL INSTALLAION) (X X X X X X X X X X X XI (40' INTERVALS) X X X X X X TRENCH WIDTH= I Bc+ 24• X X X X X DENSELY COMPACTED X X X X X X BACKFILL TO 95% STANDARD PROCTOR X X 1INSTALL X X X NORTH AMERICAN GREEN C350 EROSION DENSITY W/=2% of I ( CONTROL "U" FABRIC USING 6-INCH, 11 GA. WIRE OPTIMUM MOISTURE X X X X STAPLES. 8-INCH STAPLES AND LONGER 12" i i MAY BE USED FOR LOOSE SOILS. 9 GA. MIN, CAREFULLY COMPACTED SELECT SOIL X X X X X STAPLES OR HEAVIER MAY BE NECESSARY IN HARD OR ROCKY SOILS. X X X X X X BC SPRING LINE (LIMIT OF CLASS B BEDDING X X X X X X X X X X X X X CONDInONS) ROLL ENDS OVERLAP ------ X X X X X X X X X X X X 1/B B C 4" MIN. COMPACTED GRANULAR 4" WITH STAPLE MATERIAL (CLASS B CHECK SLOT SEAM X X X X X BEDDING) I I x x x x x x CONCRETE STORM DRAIN BEDDIN N.T.S. * *35-38 ADJACENT ROLLS OVERLAP= 2" STAPLE PATTERN 'E' 3.8 STAPLES/SQ.YR. EROSION CONTROL FABRIC N.T.S. • *4-7, 35-38 a n4 Qn a UNKKZ _N I�iWy,2 � OoizoU ZF g�O`�F o c- Oi 4 QUa�j— mm a O m zm 0 Wz E'0.al a $a aF5 05vm�w z z o zN�w�ZK2 007li (Li si Q gJ�QO WVIaNO UT C0 LL�o S'o Ua3 WI, Z.F p az0lj' � JMx Fina M,w 0Oy E. �aoaaa? <u�azYo.00 ¢ < 0 rn rn rn < D U' ' � � o� a o� U � < J Ld L Z W �WN mma m V) kq Z W Y \ V Z W O - X a~ d a N w 0~ a O N U CD t n= Ap ; Z z 0 � (0(yy M O O O G4 O 9 N 1 N A �p � 5 zo wdNo 1 oaco nE"o COV Gp. W L O O G W � X OJ W O W U Zuj Z J a c U z CC W W O O ci LL. W a C0 a I— W in cc W W z X. OC O L, F- G PROJECT NO. 120-030 DRAWING NO. 48 C� V-11 ] e II SLOPE n TO GYM f� �1 I/. 1 ,jYR 4N J If 501/Y ac Y ImIrA[ wul - 407 — Y a4 402 — 11. 44 $ A r WATER IE/PORARY HUE FOR IWNAOE SHALL K RAGED AS SHOEM MESS oRERrsg OPIUM THE HOE ItETSAVL a P A000 VAIN EONF THEE eEFnRE ACCD'IANCE OF THE NET. 2,=-/ 3'CA YCA N4 4 BARS v IMET 1 1/Y HOLE 1,4MA1 SEC" AT HOIE GENERAL NOTES ALL NET WAHMIES ARE t&1FD FM N ATOM ONLY. Ill COXIEIE SHNL U CIA55 A IX E OM FACE WAS 91ALL SHALL BE GA VA CO FTEII AIB SIWL BE 8. 1111FAC CURE FM£ ASSEI E O M SH CAIVA,@D A T YA 11/2 1 LE E>0'� COXCRE>E COMERS �'� O "TO 1D A 1 I FACE CUB AND QITOR CHEERS TION RE i•Sm ro W1C11 flmlB CUB AND wirER REWORDING NISNM 411'BE T ALL REWUi(wIG S SHALL BE IEERD O S ALL ff OF 1110E RUfEL. EARS SHALL OF}URNED AIB SIU11 a 6 NIFAYfdAIE MAX sRn. MI SAIIN5 AND BE AW U 11NCAL YMAIaE RM,G AIN) CORER ARE Mf4w1AL AIL EARS SHALL BE A VwwE I Y nPAP SINCE PIPE EAWES Mro THE IOJ VARABIE, THE OIIEN$MMS SXOw! ARE SHALL . AAS W O•ED IN AND QIANRIS fUt CRNEIE ANE S OCM 3lQfr SHALL U STEEL SHALL B THE VAIN.) AND WARM MCWDE TO THE oFE" BY S S a SECTION SOIL SHALL BE CALVA1w1ED AND SHALL CONDRN ro INE RELLww)R115 OF SEGRON 50E. L=15' 2r I 24• ]a• 24•�21r' Vj—�—TII E, tY tFOUR Y E. o RIP 17-10• eB 502 4a1 4 C, 411 J l� I 412 J � ao I1PE II TYPE I 11PEft TYPE Y M IR M IR M w 4N D µ Y CIR 405 BAR BENDING DIAGRAMS (DIMENSIONS ARE OUT -TO -OUT OF BAR) SECTION A -A INLET WITH DROP BOX H > 5E 7 FOR CURB INLETS TYPE R TABLE TWO - BARS & QUANTITIES sw. $,,ay 4.4 # rv,d,m, iar m rrm m . Aws u• Ma ... fsr asn•,n"A aA+) � v s.. o.A Fm A+�wr a aA„ N anw t�l 0.m1. a Mr rrrt Y aG em NET sips TYR. OF SIFPS SHALL r RE APPWC) BY THE NHIRACIBD OFF OM 405 0, • a4 YCA �a SECTION B-B END VIEW 407 IF. eB 502 4a1 4 C, 411 J l� I 412 J � ao I1PE II TYPE I 11PEft TYPE Y M IR M IR M w 4N D µ Y CIR 405 BAR BENDING DIAGRAMS (DIMENSIONS ARE OUT -TO -OUT OF BAR) SECTION A -A INLET WITH DROP BOX H > 5E 7 FOR CURB INLETS TYPE R TABLE TWO - BARS & QUANTITIES sw. $,,ay 4.4 # rv,d,m, iar m rrm m . Aws u• Ma ... fsr asn•,n"A aA+) � v s.. o.A Fm A+�wr a aA„ N anw t�l 0.m1. a Mr rrrt Y aG em NET sips TYR. OF SIFPS SHALL r RE APPWC) BY THE NHIRACIBD OFF OM 405 0, • a4 YCA �a SECTION B-B END VIEW 407 IF. Kza= ©" a�aaa©saaoaaa oaNW a a aJaalFi©.afit�i KMMaa�aaaa aalaaz�.aa,i.a� Izw aa�a�aa�� aaa�aa� aaa�aa� awa�ww� aoa�v� a�c�i ©� a©ram C�YLi•E7��'drlaFa•aF�i1aF�aF�i �vila�a©aai�si ar�a� arMi•a� ar�saeaa©s>•[r+aritbcraaat Eva�ri•a©a��i a�� a�� r�a�a�s-a �� aaa�aa�'aaa�aa� aDaaa�ai�a©n�aaaa aaaaaaaaa a®aalaTii©�� aaa��.�aa� a�lYL�a©.aaa�� aaa�aa� aaa��. aa� aaa�aa—a minim ma Fgnm a M MIAaA aa� "I M9Uzia©a��au FxFxm:a Fjrm aa��aa�a�,aaa�aa� aaa�aa� waww-wa� ovrim�oa©tea©tea© ��aa�a� aa�� aaa�ra� aaa�a� cmever�l®s�sit� 101 11• ac. Y ALL AROMD t�iFmFaia�a�a�®o®o®® OG�im��<FitiiE.t>IE7ml7m� oeiEffi®a��oa�a�c�a�ma� FiCid�'ih��_<f'alf•®_0_[i7a��_a'rJ , 1 4• Na 4 RAR RUST VIiN ORB FACE Ir LONG (M 2 - SECIY B) P IES R 3n PLAN 4 41 zj _ CU AND 1 1/4• LDCN NUT TO 2 4Es K b 1 1/2' PPE SPACER c $ 1 1/4• NA. A 24• GALV. STEEL ROD 2-6"as Tr 4 YRYIII/E' RATE o CURB FACE ASSEMBLY, Place Entire Assembly Before Pouring Concrete. SECTION A -A TYPE R CURB INLET * *37,38 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP % OF TOTAL WEIGHT RIPRAP SMALLER THAN THE STONE SIZE d50t DESIGNATION GIVEN SIZE (IN POUNDS) (INCHES) CLASS 6t} 70-100 85 50-70 35 25-50 10 6 2-10 <1 CLASS 12 70-100 440 50-70 275 25-50 85 12 2-10 3 CLASS 18 100 1275 50-70 655 25-50 275 18 2-10 10 CLASS 24 100 3500 50-70 1700 25-50 655 24 2-10 35 td50 =MEAN PARTICLE SIZE. AT LEAST 50 PERCENT OF THE MASS SHALL BE STONES EQUAL TO OR LARGER THAN THIS DIMENSION. tt =BURY ON 4 TO 1 SIDE SLOPES OR GROUT ROCK IF SLOPES ARE STEEPER. GRADATION FOR BEDDING MATERIAL % BY WEIGHT PASSING SQUARE MESH SIEVES (CDOT CONCRETE TYPE AND SPECIFICATION ((CDOT CLASS A SIEVE SIZE (AASHTO M6) SECTION 703.01)) SECTION 703.06) 3" .... 90-100 1-1/2" .... .... 3/4" .... 20-90 3/8' 100 .... #4 95-100 0-20 #16 45-80 .... #50 10-30 .... #100 2-10 .... #200 0-2 0-3 RIPRAP DETAIL_ N.T.S. * *35-38 FINISHED GRADE 16' MAX. 28' MAX, L 1— 24- Z X xx oW M-T x ~ a w a r MANHOLE RUNGS z 12' O.C. r r Ld _j SEE NOTE — D > 6' r 12' , 18 SLOPE MAX. 1'/FT. 2' 8' MIN, h it• ac ( DOTTED BARS ARE IN SECTION d-d ) SECTIONS C-C & D-D CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE -FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS — GROUT BASE TO BARREL SECTION ON INSIDE —PRE-FORMED PLASTIC GASKET — CAST -IN -PLACE CONCRETE BASE NOTE, MINIMUM INSIDE DIAMETER OF PIPE MANHOLE SHALL BE AS FOLLOWS, MIN MANHOLE SLOPE 2' MIN. PIPE SIZE DIAMETER 1'/FT. 15' OR LESS 48' 18' TO 30' ' OVER 30' 72 72' 6' 8' MIN. POURED INVERT PRECAST MANHOLE BASE ALTERNATE BASE STANDARD MANHOLE * N.T.S. ■35-38,44-46 FINISHED GRADE 16' MAX. 28'MAAX. I— 24' �x 2 f 1 o pp M .� r x H a w " r MANHOLE RUNGS i 12' O,C, r f r- SEE NOTE ¢ r— > 6'— T4SLOPE 12' MAX' 1'/FT.+\ 8' MIN. CUT & REMOVE TOP HALF OF PIPE WHEN 3' BASE IS POURED. SLOPE 4MIN. MASTIC 1'/FT. GASKET i� I L 6 S' MIN. T 2 #4 BARS CONC. ENCASEMENT VARIES 1'-0" M, ATTACH GALV. CHAIN TO PLUG & UPPER MOST STEP. [n w a CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE EXTEND CONC. TO SPRINGLINE OF PIPE. ASTM C-478 ECCENTRIC CONE GROUT PRE -FORMED PLASTIC GASKET 18"x18"x18" TEE ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE 4:: PRE -FORMED MASTIC GASKET — PRE -CAST CONCRETE BASE NOTE, MINIMUM INSIDE DIAMETER OF PIPE MANHOLE SHALL BE AS FOLLOWS, MIN MANHOLE PIPE SIZE DIAMETER 15' OR LESS 48' 3' 18' TO 30' 60' OVER 30' 72' POURED INVERT L PRECAST MANHOLE BASE BASE DETAIL SPECIAL MANHOLE n N.T.S. 44 CONCRETE ENCASEMENT City of Fort Collins, Colorado UTI N APPROVAL APPROVED: E za Director bf En@neening Date / y CHECKED BY: 9z.j a! 99 Waflar & Wastew t9o, Utility Date CHECKED BY: �- Storrawater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922=1987 OR 534-6700 ° CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRECAST BASE PENETRATION GASKET - JOINT L- -12" TO 18" OPEN CHANNEL - BENCH - RING & COVER (SEE NOTE 3) SURFACE (SEE NOTE 3) �- PRECAST CONC. ADJUSTING RINGS _- MORTAR PRECAST CONC. ECCENTRIC CONE MANHOLE STEPS ® 12" O.C. PRE -FORMED PLASTIC GASKET (TYP. ALL JOINTS) (2PER JOINT) / MECHANICALLY EXPANDABLE o PLUG R NI G ° < ° GASKETS GROUT JOINTS INSIDE AND OUTSIDE ° (TYP. ALL JOINTS) ° o °a ° 9 ° o ° ° na° ASTM C-478 o MANHOLE SECTIONS ° PENETRATION GASKET a ° a BoENCH JOINT 4 a FLOW_ 2 #4 BARS a ° 18" - 90' BEND PLACE ON UNDISTURBED SOIL COMPACTED GRAVEL AS REQUIRED FOR FIRM SUPPORT UNDER BASE. SECTION DROP MANHOLE N.T.S. l i a > °ice >W aoz o mam ..I N. aw'� I_n3JoJao u' 2 2Z>VO �JO JNa u��o @p- a a�a rcN O a JFW WN� QWamar oVZUZ2. oa�waW z O10, W'413J p2 �€ (YiW-S QJ(i 4()~ yWj o;LL 'z a 0ZO Yy,-O. WZ a o� R'>a zz WO 0 F/] 0 52z ��Q3Ow' xF O W a�F W�KZ �2IFOK Ux '00w5.�a>Uxf ,j F �aoaaa? aoaixo 3� LOU O 0 O Q N Lj O C7 N i It w- � 7 w a z_ O Z a ¢ �z U w W N Ofm=1 m N U p U b O OY O� Q Q� aH'- 0. Ora. V' o o vI 1�A2 i I of Z 3� Om o a a 1 ^ �za0 wdo 1 04 WWE- eN wL�Aew°° O O Z Q w CL F- O X J w O U w z Z c6 W Z J Q O LU w W O o U 1L. [C a .J Q F W OC W W CO Cr Q F- Z Q u � z 06 a � 0 o O LLI w F F PROJECT NO. 120-030 DRAWING NO. 49 CONTINUOUS NO. 4 BARS D \ \ p NO. 3 BARS AT 3' CENTERS D CONTINUOUS NO. 4 BARS NO. 3 BARS AT 3' CENTERS D I� 1 D D I -10' MINIMUM D / STORM DRAIN LINE CONCRETE ENCASEMENT 10' MINIMUM WATERLINE NOTE: CONCRETE ENCASEMENT WILL BE REQUIRED ON STORM DRAIN WHEN CLEAR VERTICAL DISTANCE FROM WATER LINE IS LESS THAN V-6" OR HORIZONTAL DISTANCE IS LESS THAN 10' BETWEEN PARALLEL LINES. CONCRETE ENCASEMENT REQUIRED IN ALL CASES WHERE STORM DRAIN IS ABOVE WATER LINE OR IS UNDER A WATERWAY CROSSING. CONCRETE ENCASEMENT DETAIL^ N.T.S. * *42,43.45 TRENCH WID POLYETHYLENE BOND BREAKER CONCRETE B" „P UNDISTURBED SOIL TYPICAL BEND 1 U/ I 3" MIN. BEARING POLYETHYLENE SURFACE BOND BREAKER UNDISTURBED SOIL POLYETHYLENE - BOND BREAKER MINIMUM BEARING SURFACE AREA (SQ. FT.) PIPE BENDS T� DR DEAD S ZE 11 1/4' 22 1/2' 45' 90' 04D 6' t.0 1.5W156' 1.5 1512' 3.0 C516" 5.0 &00W 27.6 54.00 t ° °°° 3m°°°8 N ° PROPOSED GRADE I " 4" VALVE BOX WATERLINE TEE VALVE WITH VALVE BOXY GENERAL 1. NOTES: BEARING SURFACE AREAS SHOWN IN CHART ARE MINIMUM. N.T.S. * *39-43 POLYETHYLENE BOND BREAKER 2. ALL FITTINGS TO BE WRAPPED WITH POLYETHYLENE. 3. PIPE INSTALLED UNDER CONDITIONS DIFFERENT FROM NOTE: THOSE NORMALLY ENCOUNTERED SHALL REQUIRE PLACE TOP OF VALVE BOX 1/4" BELOW THRUST BLOCKS DESIGNED FOR THOSE PARTICULAR GRADE IN ASPHALT PAVEMENT, 2" CONDITIONS. BELOW GRADE IN GRAVEL PAVEMENT, 4. THRUST BLOCKS ON PIPE LARGER THAN 12" SHALL OR 6" ABOVE GRADE IN ALL OTHER AREAS. POLYETHYLENE BE DESIGNED FOR CONDITIONS EXISTING AT THE UNDISTURBED INSTALLATION SITE. SOIL 5. REFER TO SECTION 03300 CITY OF FORT COLLINS STD. SPECIFICATION FOR CONCRETE REQUIREMENTS. KEY INTO UNDISTURBED 6 . SOIL. HAND MIN DIG KEYWAY. DEAD END STREET GRADE PROPOSED PIPE THRUST BLOCK DETAIL/1'llIi, all * INSTALL MEGALUG RETAINER GLANDS N.T.S. * *39-43 4-12" 45'- (TYP.) 24' DENSELY COMPACTED BACKFILL j j� 12" CAREFULLY COMPACTED THRUST BLOCK MIN. SELECT SOIL PER SPECIFICATIONS 8 MIL '�\r SHEET OF z c BC POLYETHYLENE / / o COMPACTED GRANULAR UNDISTURBED ,\ CO 1/4 MATERIAL GROUND 4" MIN CRUSHED STONE 24" MI PER DEPTH E SPECIFICATIONS WIDTH WATERLINE BEDDING N.T.S. * *39-43 w x x 3 0 0 0 0 0 N Li a z 0 3 0 PLACE CONCRETE JOINT ENCASEMENTS ON ALL STORM DRAIN JOINTS 10 FT. EITHER SIDE OF WATERMAN STORM LINE �Y t i i I 1.5 FT. MIN. I WATERLINE 10 FT. -{- 10 FT - 20 FT. 3 IN MIN. (TYP.) 12 IN. MIN. -I f �-12 IN. MIN. MINIMUM 3000 PSI -� VIBRATED IN PLACE ' • 6 IN. • PIPE O.D. - - 7.1 PIPE I.D.- -- - - -- • 6 IN. 1. 3 IN. MIN. -I - �3 IN. MIN. DETAIL 3 IN. MIN. SEE BAR SIZING AND LOCATION TABLE PIPE LD. NO. OF LONGITUDINAL BARS AND LOCATION 15 IN. 8 - N0. 4 BARS 3 EACH SIDE 18 IN. 8 - NO. 4 BARS 3 EACH SIDE 21 IN. 12 - NO. 4 BARS 4 EACH SIDE 24 IN. 12 - NO. 4 BARS 4 EACH SIDE 27 IN. 12 - NO. 4 BARS 4 EACH SIDE 30 IN. 12 - NO. 4 BARS 4 EACH SIDE 33 IN. 12- NO. 4 BARS 4 EACH SIDE 36 IN. 16 - NO. 4 BARS 5 EACH SIDE JOINT ENCASEMENT DETAIL n N.T.S. * *35-38, 44-46 MUELLER HYDRANT NO. A-423 (OR APPROVED EQUAL) 0.1' TO 0.2' VALVE BOX PER SPECIFICATIONS SWIVEL TEE MAIN N VALVE �\ 0 oD a 6" PIPE o" o 0 8 6 0 0 0 0 0 HYDRANT DRAIN OPENINGS \� bo \j MUST REMAIN CLEAR OF THRUST BLOCK OBSTRUCTIONS PER N. SPECIFICATIONS ND DRAINAGE PER 8 MIL SPECIFICATIONS SHEET OF POLYETHYLENE FIRE HYDRANT DETAIL( N.T.S. * *39-43 1/4" MIN-1 0.015 STAINLESS STEEL STRAPS - (TO BE USED WITH REDWOOD SKIDS) STEEL CASING 54" MIN. 66" MAX. APPROVED RESILIENT SEAT GATE 00 7 ..........�. long .............. n000nu.......uu-u■uu■...■......._...�nuool.........uuun* CASING SEAL CARRIER PIPE TRANSMISSION LINE SUPPORTED BY CASING SPACERS. NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. STANDARD PIPE CASING DETAIL^ N.T.S. * *39-43 N.T.S. ** ELEV. BENDS *ELEV. 19 v �z (SEE NOTE 4.) *•- * ELEV. *SEE SHEET 39-43 FOR GRAVITY DIMENSIONS AND ANCHOR ELEVATIONS. (TYP.) PROPOSED THRUST * * WATERLINE BLOCK (TYP.) NOTES: 1. THRUST BLOCKS FOR 12" DIP SHALL HAVE AN AREA OF 9.0 SF AGAINST UNDISTURBED SOIL. THRUST BLOCKS FOR 16" DIP SHALL HAVE AN AREA OF CF 15.5 SF AGAINST UNDISTURBED SOIL. 2. VOLUME OF GRAVITY ANCHORS FOR 12" DIP SHALL BE 4.5 CY. VOLUME OF GRAVITY ANCHORS FOR 16" DIP SHALL BE 8.5 CUBIC YARDS. 3. ALL PIPE AND FITTINGS ARE TO BE WRAPPED W/ POLYETHYLENE WRAP. 4. MEGALUG JOINT RESTRAINT ON ALL JOINTS AND FITTINGS: A. RATED PRESSURE 150 psi B. SAFETY FACTOR 2:1 C. JOINTS SHALL REMAIN FLEXIBLE D. FLANGE JOINTS SHALL NOT BE USED BELOW GRADE E. MANUFACTURE EBAA IRON, INC. - MEGALUG OR APPROVED EQUAL 5. ALL REBAR IN GRAVITY AND THRUST BLOCK DETAIL SHALL BE NO. 5 MINIMUM. SEE GRAVITY ANCHOR DETAIL THIS SHEET. WATERLINE LOWERING DETAIL(q N.T.S. * *39-43 UNDISTURBED SOIL 6„ MIN. FLOWLINE OF DITCH DEPTH AS NOTED j ON SHEET 1. zz WATER LINE w #4 REBAR ® 12" SPACING CONCRETE CUT-OFF WALL ON DOWN SLOPE SIDE ELEVATION CONCRETE CUT_ -OFF WALL N.T.S. 43 o Z I � WATER LINE EXISTING 30" SANITARY SEWER STREET GRADE 4-12" Aj" '; * ELEV. BEND1; �* ELEV. GRAVITY ANCHOR (TYP.) PROPOSED WATERLINE THRTHRUST *SEE SHEET 42 FOR DIMENSIONS AND (TYR•) ELEVATIONS. SPECIAL WATER LINE LOWERING & #4 REBAR 12" SPACING t KEY INTO oUNDISTURBED SOIL (TYPICAL BOTH SIDES OF TRENCH). 3" CLR. (TYP.) HAND DIG KEYWAY. SECTION 2 DB N.T.S. FOR NOTES SEE TYPICAL LOWERING DETAIL REINFORCING BAR ANCHOR TRENCH BOTTOM 1 FT. 1 FT. 2 IN. THD. AIR VALES -- - -�_ WATER LINE 5-5" 4'-0'$ ---- --- - - --- ----- -- NOTE: MEGA -LUG ON ALL FITTINGS AND JOINTS. 1 PRECAST CONCRETE VOLUMES SHOWN IN TABLE ARE BASED - MANHOLE SECTION ON 150 P.S.I. INTERNAL STATIC PRESSURE. ASTM C-913 VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED 1'-0" 7. VALUES BY A CORRECTION FACTOR "F". ACTUAL PRESSURE "F"= 150 BUZZARD PLAN VIEW 1 FT. SCREEN (REQUIRED FOR VERTICAL BEND GRAVITY MIN. (TYP.) ANCHORS FOR 150 P.S.I. PRESSURE) STAINLESS STEEL BAND STEEL CASING CARRIER PIPE BELL OF PIPE PROVIDE CASING SPACERS EACH INDEPENDENTLY BANDED TO PIPE BARREL MANHOLE RING & COVER R-1758-E NEENAH OR 6 IN. THREADED APPROVED EQUAL BREAK -OFF couauNc GRAVITY ANCHOR DETAIL 121 FINISHED GRADE MORTAR * *39-43 5't EXISTING 30" WATER LINE 30"02" TAPPING SLEEVE WITH -- THRUST BLOCK I TAPPING VALVE `2 PIECES OF REBAR BENT OVER PIPE & EMBEDDED INTO GRAVITY BLOCKS SEE NOTE 5 OF DETAIL 7 FOR SIZING INSTALL MEGALUG RETAINER GLANDS (TYP.) OPTION DETAIL 11 BAR SIZES FOR 150 P.S.I. LESS THAN NO. OF BARS & SIZE 60CF 2 1/2" 90CF 2 5/8" 133 CF 2 3/4" 200 CF 2 i" 400 CF 2 1" 600 CF 3 1" CONCRETE GRAVITY BLOCK VOLUME SIZE (INCHES) BENDS 90, (1t3) 45' (ft3) 22 1/2 (ft3) 11 1/4' (ft3) 4 22.5 15.9 8.6 4.4 6 49.9 35.3 19.1 9.7 8 88.3 62.4 33.8 17.2 10 134.9 95.4 51.6 26.3 12 192.9 136.4 73.8 37.6 14 261.2 184.7 100.0 51.0 16 340.7 240.9 1 130.4 1 66.5 PRE -CAST CONCRETE 24" FROST UO GRADE RINGS MORTAR "'. •. 28 IN. POLY WRAP PREFORMED PLASTIC GASKET VENT PIPE MANHOLE STEPS 4 FT. SQ. PRECAST RECTANGULAR BOX 0 12 O.C. 90' MJ BEND CONFORMING TO ASTM C-913 6 IN. PVC (C900) DESIGN REQUIREMENTS 2" THREADED City of Fort Collins, Colorado 2" BRASS GATE VALVE WITH AIR RELEASE AND VACUUM VALVE un ROVAL WHEEL TYPE OPERATOR a&� 2 IN. BRASS THREADED NIPPLE APPROVED: s If'g'• SADDLE 2" DIRECT TAP OR Director f Engineering Date GROUT BASE TO BARREL 1 TAPPING SADDLE w/tP THD. OUTLET SECTION ON INSIDE CHECKED BY:'313'� ' 2 IN. DOW STYROFOAM HI-40 INSULATION a &Wastewater ty Date CONCRETE FOOTING + OR APPROVED EQUAL. INSTALL 48 IN. o DEEP FROM TOP OF PRECAST BOX CALL UTILITY NOTIFICATION CHECKED BY: �• /~ o COMPACTED CENTER OF COLORADO a el� Stormwater Utility Date MINIMUM 3" GRANULAR 1 800 922 1987 SECTION MATERIAL CHECKED BY: tir G-L-yy Parks &Recreation Date 534=6700 NDBERRO CHECKED BY: AIR RELIEF VALVE CALL 2 BUSINESS DAYS IN ADVANCE Date BEFORE YOU D106 GRADE. OR EXCAVATE * *39-43 FOR THE MMARK 1OFF U1 gEROROUND CHECKED BY:IMEnn+o a r w mU l% < 06-�w1O Yl w$goo KmN7OU w6 ojoxzC�F W�JO NY OZ� O F 3 a rcrn pWm.[W a� O JZW W'n� Jw Wm�a OU-z�z a=RNo Pw W� ZNVZ Oa, JILIXZ� V' DS z rnJw a]-FW C>W �W Oa�ZOw�a F�ottaZW�,3 Q9,..zJi5o0"pwFUKI¢Ottaw¢w�O lwu ?oaw a0, OZF io w orn om corn w rn rn rn m nrn w 0rn -M w U Z<Z Q Q Q Q 0 O v °d a J �ZZ Of z 6 < U Q 1n �J r m m IU Np U \V 0 a o CL_ aN o- wl' wz z O o o � 0 a ko co z no�W aw go G q U �z� �4 1 tom m oc>d• I �Fo E�-•tJ» coves°' O Z W W U W C Q � W /� U •S w CLL. O LL w D- PROJECT NO. 120- 030 DRAWING NO. 50 0 0 w m vi LJ w x I ...I J, T_ I D CP-28 W ,o z 15' TYFSE R STORM INJ_ET 82 DRAIN 8� w � u INSTALL 30t LF STRAW BALE DIKE IN CHANNEL RE: e48 15' TYPE R INLET 61 95 CLASS 1! RIPRAP RE: 4 INSTALL 30t LF STRAW - BALE DIKE IN CHANNEL RE: e 41+00 -kE STA 38+57.09 TO CL STA 42+43.40 TAPER SLOPE FROM 2% TO 4:1 ((� STA 40+50) BACK TO 2% TO MAINTAIN TOP OF SIDEWALK ® 4996.0 0' PROPOSED BIKKEE _P A H BY fLL 15 o 1.76oL A 8 I I a 7 0 � 9 ' INSTALL 30t LF/'STRAW BALE DIKE IN CHANNEL 14 RE:e , 48 LINE SWALES WITH NORTH AMERICAN GREEN C350 EROSION CONTROL FABRIC. EXTEND FABRIC 3' UP SIDE OF SWALE OR 1' BEYOND TOP OF SWALE. USE STAPLE PATTERN 'E' RE: & 48 4$ LINE SWALES WITH NORTH AMERICAN GREEN C350 EROSION CONTROL FABRIC. EXTEND FABRIC 3' UP SIDE OF SWALE OR 1' BEYOND TOP OF SWALE. USE STAPLE PATTERN 'E' v 0 SCALE 1"=50' 0 50 tw 150 2 REMOVE 90 LF OF EXIST. 36" STORM SEWER & HEADWALL TO ALLOW PLACEMENT OF NEW FES SEE SHEET 38 1� RIPRAP CLASS 6 L-M-10�� 0 �' +Y�, �� too ��•, ire 10 w. It 4" 2 \ \ r saw Feu ° LASS 6 o� IPRAP ' ` � J ul 1 p \\ e E: Al- ` 90 nP� (p I1, \ \ ?•o , e low `v 8 0.48 1 RCP S ORM DRAIN C c° 49 \-15' TYPE R 6 INLET C1 1� ,15ac —LINE SWALES WITH NORTH AMERICAN GREEN CULVERT E C350 EROSION CONTROL FABRIC. EXTEND GRADE SWALE FABRIC 3' UP SIDE OF SWALE OR 1' BEYOND TO AVOID TOP OF SWALE. USE STAPLE PATTERN 'E' EXISTING TREES AT CULVERT E, EXTEND FABRIC TO EDGE OF BIKE PATH AS SHOWN NOTE: RE: �"OJ �J ALL TREES DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR - 0100 = 57cfs (FROM CSU) INFLOW HYDROGRAPH #299 CLASS 6 RIPRAP RE: 49 11 1 ', Lu I 11 II11 � ! H I ` 11'll ,I Ilk.TO I }7 ' It t i 11 I 1 1j11 11j i uiviilF i W — 'I 1 1 1 dog Ale v%SRa 4 I WNW k- _ — — — — — — L — T EXISTIN 16 WA�R \ \ CENTER k�v. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 oR 534-6700 CALL Y BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER JUT11JTIES. HOLIDAY INN APPROVED BY ARTHUR IRRIGATION COMPANY THIS 26T11T _ OF �r!� _ 1998 BY _a��rP City of Fort Collins, Colorado PROV' APPROVED:Do Engineern^Date CHECKED BY: M A Water k W tewater Utility Date CHECKED BY: Stormwater Utility Date CHECKED BY: r ur<'6 / 0-z' 7 F Parks & Recreation Date CHECKED BY: Date CHECKED BY: a J �� Q~UUO� O1J�yVjN U• �.WFD�J QFFOyd10 F 3�Q.�po rcm Q�ZK O o!-�zowui€ �w am�� k F few tP wx 20 o�Z Ly I 60 Z!5 Jwwrcwtz 1--I SG Z NJ wow-0 K 02O ZnQ^0 },-6;amFZ000- 5,z0 6,Z .2SO a_ a i>Fut:pr 73 F6 _ w U(ti NMmw 20E00� taoaaa3 ao azx'b' � Q , w as a� as a t �rn �rn �rn �cn to � O cn N rn w << <2- �a<z a< 0 0� a a � J Ld �lyy w 0 a z a W�¢ m 0Y 0� am Q0� 0&w+ o � M o ga o02 co d � co r QaL� ON ra �Zkm wdo� E0Q0 1 con I aa� 02w� Z Q J a 1— Z 0 Z C* O Cr 0 0 LLJ Z Q Z w OCO Q w 0 0 a to Z V) LLI Z cc In Q _j c5 Lu (Oj Z Er ci a z cc < cr d F- PROJECT N0, 120-030 DRAWNG NO. 6 C-3 1 \- SCALE',1 "=50' ✓ \ t 50 , 1 50 200 \ Olt �. w_\ 4 1 `v vv`vvv � I NOTE: \ ALL TREES DIRECTLY AFFECTED BY CONSTRUCTION SHALt.BE \\ REMOVED BY THE CONTRACTOR , 4 \ i J I : > y c. 4 •" u APPROVED BY LARIMER NO.2\ CANAL COMPANY THIS �1p0 _�`-- OF BY _I-o�-� ------ IL Mill _L. re, I i I I4 1 M35 SEEDING CHART (TABLE 11.4) for Temporary Vegetation and/or Cover Crops. Species Season 1 Drilled Pounds/Acre Annual Ryegross Cool 20 Oats Cool 70 Cereal Rye Cool 40 Wheat - Winter Cool 40 Wheat - Spring Cool 60 Barley Cool 60 Millet Warm 30 Hybrid Sudan Worm 15 Sorghum Warm 10 Cool season grasses make their major growth in the spring. Warm season grasses make their major growth in late spring and summer. Table 11.4 identifies planting dates for perennial and temporary/cover crop grasses. Table 11.4 Planting Dates for Perennial and Temporary/Cover Crop Grasses. PERENNIAL TEMPORARY/COVER DATE GRASSES CROP GRASSES Warm Cool Warm Cool Jon 01 - Feb 28 Yes Yes No No Mar 01 - May 15 Yes Yes No Yes May 16 - May 31 Yes No Yes No Jun 01 - Jul 31 No No Yes No Aug 01 - Aug 31 No Yes No Yes Sep 01 - Sep 30 No No No Yes Oct 01 - Dec 31 Yes Yes No No Mulching shall be used to assist in establishment of vagetation One or more of the following mulches shall be used with a perennial dryfand grass seed mixture, or a temporary vegetation or cover crop Acceptable Mulch P Application Rote Dates of use Straw or Hay Jan Ot - Dec 31 2 tons/acre Hydraulic (wood or paper) Mar 15 - May 15 2 tons/acre Erosion control (mats or blankets) Jan 01 - Dec 31 Not applicable Hoy or straw mulch shall be free of noxious weeds and at least 50% of the fiber shall be 10 inches or more in length When seeding with native grasses hay from a native gross is a suggested mulching material, if available If Irrigation is used, hydraulic mulches may be applied from March 15 through September 30 Hay or Straw Mulch 1 Hay or straw mulch will be anchored to the soil by one of the following methods: (a) A crimper which will crimp the fiber four inches or more into the soil At least 50% of the fiber shall be 10 inches or more in length. (b) Manufactured mulch netting installed over the hay or straw according to manufacturers' Instructions (c) Tockifiers sprayed on the mulch to the manufacturer's recommendation 2 All straw or hay must be free of noxious weeds. STANDARD EROSION CONTROL CONSTRUCTION PLAN NOTES The City of Fort Collins Stormwater Utility erosion control inspector must be notified at least 24 hours prior to any construction on this site All required perimeter silt fencing shall be installed jarior to any land distrurbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report Pre -disturbance vegetation shall be protected and retained wherever possible Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest parctical period of time. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or discing along land contours until mulch, vegetation, or other permanent erosion control is installed No soils in areas outside project street rights of way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g seed/mulch, landscaping, etc ) is installed, unless otherwise approved by the Stormwater Utility. The property shall be maintained when necessary during construction activities so as to prevent wind -caused erosion. All land disturbing activities shall be immediately discontinued when fugitive dust impacts adjacent properties, as determined by the City of Fort Collins Engineering Department. All temporary (structural) erosion control measures shall be inspected and repaired or reconstructed as necessary after each runoff event in order to assure continued perfor mance of their intended function All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainageway No soil stockpile shall exceed ten (10) feet in height All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing Any soil stockpile remaining after 30 days shall be seeded and mulched. City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto City streets by or from any vehicle. Any inadvertent deposited material shall be cleaned immediately by the contractor. CONSTRUCTION SEQUENCE MONTH 1 1 2 1 3 1 4 1 5 1 6( 7 9( 101 11 1 121 13 )VERLOT GRADING NIND EROSION CONTROL Soil Roughening Perimeter Barrier Additional Barriers Vegetative Methods Soil Sealant Other RAINFALL EROSION CONTROL STRUCTURAL Sediment Trap/Basin Inlet Filters Straw Barriers IN Silt Fence Barriers Sand Bags Bare Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving Other -Gravel Mulch VEGETATIVE Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettings/Mats/Blankets Other STRUCTURES INSTALLED BY-- Y MAINTAINED BY VEGETATION/MULCHING CONTRACTOR__ DATE SUBMITTED_ -APPROVED BY CITY OF FORT COLLINS ON NPDES PERMIT NOTES - Nra a" KEYMAP City of Fort Collins, Colorado UTI P PROVAL �� APPROVED: Director lof Engineering Date CHECKED BY: tAk 1•.31.019 Water & Wastes to tilit Date �'L CHECKED BY: Stormwater Utility Date CHECKED BY: A` A Z z.- 1' 9 Parks & Recreation Date CHECKED BY: Date CHECKED BY; Date 1 SITE DESCRIPTION 3 BMP'S FOR STORMWATER POLLUTION PREVENTION. a Commercial building construction including parking lot, a. Erosion and Sediment Controls. See Erosion Control Notes and Sequence Table (this building water, sewer, and storm sewer utility construction is planned on the site sheet') b The major activities are planned in the following e r Spill ti,n i n II Prev_n t I a d _ Materials s Handling b 0 P sequence: Overlot grading, utility instollation, pavement Measures should be undertaken to control building installation, and budding construction materials and waste, and disposal of excess asphalt and The site contains 6 4 acres of which 6 4 acres are to concrete to ensure these materials do not leave the site c undergo clearing, excavation or grading. and enter Spring Creek. Asphalt, concrete, building "C" 'C' materials, waste, and cleanup by-products should of Rational = 0 25 before construction, Rational = not be discharged into the on -site curb inlets and 0.B7 after construction The site Iles within the High storm sewer systems nor should they enter Spring Creek Rainfall Erodibility Zone and Moderate Wind Eradibility on -site the event of a spill from the site into site Zone per the City of Fort Collins zone maps With the is curb inlet or storm sewer system, appropriate measures c existing site slopes of approximately 0.5%-15%, the new should be undertaken immediately to remove the spilled improvements will be subjected to both wind and rainfall materials and prevent future spills from occurring. erosion. 4 FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT - e The site consists of open land bordered by commercial and u. See Erosion Control Notes this sheet for final stabilization residential development Before construction, the site consisted measures to control pollutants in stormwater discharges of bare land, and some native grosses. 5 OTHER CONTROLS f. No other potential pollution sources are located near the a Measures should be undertaken to remove excess waste site. products from the site and dispose of these waste g the subject Three irrigation ditches and Spring Creek cross s 1 to manner In materials off -site in an appropriate site. addition, measures should be undertaken to limit off --site h The downstream receiving water is Spring Creek soil tracking of mud and debris spillage from vehicles and eventually the Cache Lo Poudre River leaving the site Mud and debris should not be tracked Storm water runoff from the developed portion of the site along roadways and allowed to enter non -protected will be transported to Spring Creek by curb & gutter, drainageways which discharge eventually into the Cache Lo pipes, channels, and overland sheet flow Poudre River 2 SITE MAP- 6 INSPECTION AND MAINTENANCE a See Drainage & Erosion Control Pion (Sheets 4-7) a Inspection and maintenonce should be undertaken un a regular basis as outlined in Section 6 of the Terms and Conditions of the CDPS General Permit. RECOMMENDED SPECIES & APPLICATION RATES OF PERENNIAL DRY LAND GRASS SEED FOR FORT COLLINS, COLORADO (TABLE 11.1) Din I(Ied`E' Mature Pounds of Height Snaries VarletyrD PLS/Acre Secmon <In) Form Type SANDY AND SANDY LOAM SOILS (1/2 inch to 1 inch)'4' 19.8 Warr, 48 Sod Native Sand bluestem El co, Woodward 10.9 Warn 15 Bunch Not ive S deoots gramo Vaughn, Butte 5.6 Warr: 30 Sod Native Sw'itchgrass Grenville 8 0 Worm 48 Sod Native Proirie sondreed Goshen 8,4 Warm 24 Bunch Notive Little bll.iestem Pastura 3,0 Warm 12 Bunch Notive Blue groma Lovington 21.8 Cool 30 Sod In roduced Pubescent wheatgross Luna LOAM, SILT LOAM, SANDY CLAY LOAM, CLAY LOAM OR SILTY CLAY LOAM SOILS (1/4 to 3/4 ine'Res) 12 Bunch Itroduced n Fairway wheatgrass 7,2 1L 5 Cool Cool 12 Bunch Llitr oduced Crested wheatgrass Nordan 19.8 Cool 12 Sod Not ive Western wheatgrass Arriba, Barton Cool 30 Sod Introduced Pubescent wheatgross Luna 21,8 10. 9 Worm 15 Bunch Not ive Sideoats gramo Vaughn or Butte 3 0 Worm 12 Bunch Native Blue grama Lovington 5.6 Warm 30 Sod Nat'i ve Smohgrass Grenville 16 1 Cool 24 Sod Introduced Smooth biome Manchar or Lincoln 6,4 Warm 24 Bunch Native Little bluestem Pastura or Camper 12,1 Cool 25 Bunch Native Green needtegrass Lodorm CLAY, SILTY CLAY OR SANDY CLAY SOILS (1/4 inch to 1/2 inch)14) Cool 12 Bunch Introduced Fairwoy wheotgross 7.2 11.5 Coal 12 Bunch Introduced Crested wheatgrass Nordan 24,8 Coot 30 Sod Introduced Intermediate wheatgrass Amur, Oahe 19.8 Coot 12 Sod Notive Western wheatgrass Arriba, Barton 3.0 Worn 12 Bunch Notive Blue groma Lovington lb.l Cool 24 Sod Introduced Smooth brome Manchar or Lincoln 1 root 25 Bunch Native, needlegrass Lodorm 12. �1) For most species, other suitable varieties are available. 2) PLS = Pure Live Seed. Drilled rates are for slopes 4:1 or less and favorable topsoil. Broadcast rates of seed on 4:1 or smaller slopes will be doubled the drilled rates. For slopes greater than 4:1, Broadcast rates will be four times the drilled rates. (3) See Table 11.4 for planting dotes. (4) Values within parenthesis represent depths seed is to be drilled Into the soil. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1=800=922=1987 OR 534=6700 " METRO DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EXISTING SITE HYDROLOGY Total Runoff Area - 6.40 acres Rational "C" - 0.25 `DEVELOPED SITE HYDROLOGY DESIGN POINT BASIN (SWMM BASIN) AREA (ac) "C" O10 (cfs) Q100 (cfs) 5A 5A 1.45 - 5.3 10.3 5B 5B 1.68 - 5.7 11,0 6 6 1.15 - 4.3 8.3 7 7 1.15 - 4.3 8.4 8 8 0.48 - 2.2 4.5 9 9 0.48 - 2.2 4.5 ALL 0,87 OS1 OS1 4.58 0.25 3.4 7.1 EROSION CONTROL NOTES Before commencing grading, silt fence shall be installed along all downwind and downstream perimeters of the site, as well as surrounding the existing wetlands. Access roads, parking lots, and staging yards that are to be paved as part of this development must have a 1- inch layer of gravel mulch (1/4-1 1/2" gravel) applied at a rate of at least 135 tons/acre immediately after the utilities have been installed After installation of the storm drains, riprop protection shall be installed at the outlets. All swales and disturbed areas shall be reseeded (See Table 111 this sheet). After seeding, a hay mulch shall be applied over the seed at a minimum rate of 1 1/2 tons/acre, and a maximum rate of 2 tons/acre, and the mulch shall be adequately anchored, tacked, or crimped into the soil n "U wi rw mti a,0 z�ra�w �c�N a [3u 3 N wW;wz � o:w�o OU < OInF O z Z,i.Z UM pv,"28zo ip Milt a <c�a nl_n o:roaLL a� a. w Jzuavi E'i1l a oazw Z a�io a�Nwa� a� �iI.. Z �NJWJ1 'wr J=o=oN,n Boa az p, Ul o S�z-�z3 w'zm xF ovl a c3wirz5 n OU w aNULLZ�Z =JXaUU t a.oa aa3<naz xo 0 �rn rn pO rn� <rn rn K o a N V) < w < U -¢i < -ai < Q Q a a \ J z_ a Z Q Y ZU Q J m� ,o 'Z 0� �,a mz \U Z Q oY o� a� 3<m a uIL IL a o In Z O � M O o O a ' Co W C O �� U �ZuOs wdo 0i x 00 Z O O 0 W O W O U W Z C Z Q J UJ U cc I- H Z cc w W O U Ill o Z Q J a J O IX It U Z 0) tY W G Z Q W C'3 a Z a it O � z < Z o � �a U.1 cc F PROJECT NO. 120-030 DRAWING NO. 7 w vi a m v� w X x SCALE: HORIZ. 1"=50' VERT. 1 "=5' LEFT FLOWLINE RIGHT FLOWLINE 5050 5040 DATUM Nxy 5030.00 cc d C SCALE 1 "=50' 0 50 Im 150 200 H I EXIS NG CURB AND GUT R TO REMAI r (-)0.737 -- - - - -- EXISTING FL - WLINE - - - - - - - -H1.20� I ai ROPOSED LE T FLOWLINE -Hw -H v ------- -------- GROUND q L --------- ------- I tOn I, w w z ri U <t �t 00 o7 N N N ,j ' z Fa (n W H I cn 110 cn m m O O N N O O u7 O N� O1 �0 O1 ON 00 N� n �0 fD O� O 0100 In NN It N[D M NO I) O 4- O a7 d' o u7 to •�t M d' N �� rrj O �� [V a1 mod. D1 mod. MO V) 00 r7O a0 Mm of i.,1 m DO 17 11 ap nr r Mr � L0 O � O L0 O 1n O � 00 00 m �0 00 00 cl Lnm 0 no Op �0 O0 n� O0 u�m OD o O0 O0 ,n L0U) 10+00 5050 5040 DATUM AWV 5030.00 n C C LC 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NOTES: 1. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER. 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 3. SEE SHEETS 44-46 FOR SANITARY SEWER. 15050 0 D D 7 0 0 18+81.10 r I I I i- REST H BLVD I PAV MENT r------- ------- ----- 0- .759 - - I EXISTING FLOWLINE - - - _ I P OPOSED RIG T FLOWLINE -H -\��----- OUND - 0� I o Lr)--- - --- _ W - I z W d + I = r•) I i I H ' I � N O O n N 1n r- 07 N r) a) O O a' d. 'd- I` r, N In 0 tD in O O in ^ to O in N u7 cD O a) O rn O rn CD �t N • � N O It 00 t to r- � r OC MO M 00 M� M � � 00 M N ^ r7 cD 0't nO u� u) u7 u] n u7 �cl O O �m O O L0 ul 0n O � O ul � V) CD m O O �O n OO 0mn 10+00 11+00 12+00 13+00 14+00 15+00 PROFILE 16+00 17+00 18+00 5050 5040 7 O n 19+00 19+18.90 a NTS Ga �' 0PJ V F l\�^ `�a 96F HORTICULTURE �h GREENHOUSE ' °° "• �r ER AVE KEYMAP HOLIDAYINN City of Fort Collins, Colorado UTI 4WROVAL APPROVED: Director 4bf Engineering Date CHECKED BY: NIA 9 Water & Wastewat r Utility D1 Date CHECKED BY: �- Stormwater Utility Date CHECKED BY: ty A Z" iL S Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922=1987 OR 534-6700 IDE" VERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Current Point Coordinate Listing For Northing Easting Roadway Centerline Description 100 3733.1021, 9212.42 0 CL PC=10+01.1 101 3830.8886 9355. 99 4 CL STA 11+75 102 3912.270A 9451.08 6 CL PT=13+00.2 103 402'7.2541 9573.55 3 CL PC=14+68.1 104 4302.958 9742.13 6 CL PT=17+95.2 105 4471.889 9790.84 2 CL PC=19+71.0 106 4717.675% 9929.69A 2 CL PT=22+55.9 107 5534.393 10687.1 83 CL PC=33+69.8 108 6366.246 10899.9 30 CL PT=42+64.9 109 6800.980 10790.4 98 CL PC=47+13.2 110 6957.483 10771.9 28 CL PT=48+71.2 111 7136.229 10774.1 52 CL STA 50+50 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 200 3754.6221 9199.6961 LT FL PC=10+01.1 201 3850.6137 9340.6327 LT FL STA ll+71.8 202 3930.4961 9433.9725 LT FL PT=12+94.7 203 4045.4799 9556.4392 LT FL PC=14+62.6 204 4309.8850 9718.il62 LT FL PT=17+76.3 205 4478.8158 9766.6259 LT FL PC=19+52.1 206 9734.6755 9911.3685 LT FL PT=22+48.7 207 5551.3933 10668.77 6 LT FL PC=33+62.5 208 6360.1386 10875.6904 LT FL PT=42+32.8 209 6794.8726 10V66.16 3 LT FL PC=46+81.1 210 6957.7898 10746.9747 LT FL PT-48+45'6 211 7136.5362 10749.1670 LT FL STA 50+24.3 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 300 3711.5837 9225.1451 RT FL PC=10+01.1 301 3811.170 4 9371.361 RT FL STA 11+78.2 302 3894.0447 9468.1961 RT FL PT=13+05.7 303 4009.028 5 95 90. 663 RT FL PC=14+73.6 304 4296.0323 9766.158 RT FL PT=18+14.1 305 44 64. 9631 9814.868 RT FL PC=19+89.9 306 4700.6764 9948.029 RT FL PT=22+63.1 307 5517.394 1 10705.439 RT FL PC=33+77.0 308 6372.3537 10924.175 RT FL PT=42+96.9 309 680V.087 5 10814.652 RT FL PC=47+45.3 310 6957 .1765 10796.970 RT FL PT=48+96.8 311 7135.923D 10799.163 RT FL STA 50+75.6 CURVE RADIUS LENGTH T CHO BEARING DELTA EX-C 1360.00 299.03' 150.12 298.43 N53'06'14"E 12'35'53 C-1 610.00 327.07' 167.57 323.16' 7312641"E 30'43'14" C-2 610.0(Y 284.88' 145.09' 282.30' N29'27'48"E 26'45'28 C-3 900.00' 895.08' 488.48' 858.65' N14-21'03"E 56'58'57 C-4 610.00 158.03 79.46 157.59 N06'43 08'W 14' 00'35 FL-RT-E7 1385.00 304 553 152.88 -To 3 992 N53'06 14 E 12'35'53 FL-RT-Cl 635.00 340.47 174.43 336.41 N31'26 41"E 30'4314" FL-RT-C2 585.00� 273.20 139.14' 270.73 N29'27'48 E 26'45 228 FL-RT-C3 925.00 919.94 502.05' 882.50 N14'21'03 E 56'58 57" FL-RT-C4 585.00' 151.55' 76.20' 151.13' NO6'4S08 W 14'50'35" FL -LT -EX 1335.00 293.54' 147.36 292.95 N53'0614 E 1235'53 FL-LT-Cl 585.00' 313.66 160.70 -So 9 992 N3V26 41 E So 4314 FL-LT-C2 635.00' 296 555 151 003 293 887 N29'27 48 E 26145 28 FL 0' 870..22 474.91 N14'2103"E 56*58'57LT-C 4 N06'43'08 W 14'5035FL--370 ma Y �O a~UU�W �WODUI W W� 'N� LL'WFp�U VIQ€ON� 0 �oZa',1 a (Y+dW a�FZ^ xoQ ezzo wF-mwNNa ma�pp w imltl WajE iw5 a`J'44 e P,Cn �o S' ori<ir ZZwG O ZOOUWa3 UwiO�R U ,Ty' 01 16 FZ YUxNO� U y E ,aoaaa?zd o zso 500 0 0 0 0 It c.D In In it o - W LS Q a C ~ z Q N U W a w o a z C a z Q Wa Q NZ U = U O�� U MnS� JZZ� m< O�c a am CD Q�O I � zCID rn 1 O o m O m a v a � '00Co 1 ^ o' a; o cue W N Cm 1 rn IN F O W 00, 14S O 0 ZLU Q cc � O X J W 0 U UI z Z 66 W Z J Q J 0 W U c Z ti W W 'o U U. X a W J lL 0 cc CL 0 z Q z Q J z �- Q 0 0 O W 0 F' cc r= PROJECT NO. 120-030 DRAWING NO. 8 h/ Q y STA 19+71.07 CL CENTRE AVENUE STA 12+00 LARIMER NO.2 DITCH RELOCATION. FOR RELOCATION DESIGN REFERENCE SHEET 22, 23 SCALE: HORIZ. 1"=50' VERT. 1 "=5' 5040 5030 W J H 7iYzi: DATM ELE'V 5o. 0.00 LEFT FLOWLINE CL STA 19+19 0 i Z PROPOSED D I�/�°tl ENTRANCE o BOTH SID YP) �• Ci Co4 // RE: / \� IL of) /I exISrIN v n SEE SHEETS 35-38 ,S• /v oS 0 oo roR3'\ �S L-LT-C2 G e _ \ \FE 0 G\' x V j q M 7 Hryti �ryryx CL STA 20+16 PROPOSED DRIVEWAY ENTRANCE BOTH SIDES (TYP) RE: 47 C-2 L-RT-C: SEE SHEET 22 FOR DETAILED GRADING OF LARIMER NO.2 CROSSING PLAN AND 44-46 FOR EXISTING RIM ADJUSTMENTS (TYP) PROPOSED TYPICAL RE: SECTION � e -- -1.22Z , 11 I � 1 1 � � 1 � I 1 ` ` 1 � Rp 'OOSF , • _ , O FTFCo � F/ I STA = 2 +38.40 PI ELEV = 033.52 A.D.=-.65 K = 82.25 4 869 N o z ' , Ir z W W O M 04 z 00 + M M 0000 + Q� H Q W L�,I J LO N H J W H U) W N F 0z O U d � 0- > > a0 m > n U) ONt N (m 00 CA oqrM O �N M Nip O u7 �O O 00 t0 ON M �00 O M17 n O M �M O 1n 00 Uj � M O � M M MM 00 � � r) 0 M 1n 1) 0 O .0 � M MM O O r7 00 DD rn N N 00 1n LO 04 NN 00 N O O _ N O a0 p � LOL0 V)m Lc1� p T)� �� 0 u7� O u7m O u7V) Lnm 1nm `nu) O `nu, 18+81.10 19+00 20+00 21 +00 22+00 23+00 24+00 SCALE 1 "=50' 0 50 100 150 200 NOTES: 1. SEE SHEETS 35-38 FOR PROPOSED STORM SEWER. 2. SEE SHEETS 39-43 FOR PROPOSED WATER LINE. 3. SEE SHEETS 44-46 FOR SANITARY SEWER. EkISTllJG 12' SANITAF.'r 5040 5040 5030 5030 W z W 2 J Q IU- 5020 5020 O N O O ul 24+92.77 PROFILE DAnW EMV 5010.00 RIGHT FLOWLINE Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 100 3733.102 9212.42 0 CL PC=10+01.1 101 3830.888% 9355.99 4 CL STA 11+75 102 3912.270 9451.08 6 CL PT=13+00.2 103 4027.254 9573.55 3 CL PC=14+68.1 104 4302.958 9742.13 6 CL PT=17+95.2 105 4471.889 9790.84 2 CL PC=19+71.0 106 4717.675 9929.69 2 CL PT=22+55.9 107 5534.393 10687.1 83 CL PC=33+69.8 108 6366.246 10899.9 30 CL PT=42+64.9 109 6800.980 10790.4 98 CL PC=47+13.2 110 6957.483 10771.9 28 CL PT=48+71.2 ill 7136.229 10774.1 52 CL STA 50+50 Current Point Coordinate Listing For Northing Easting Roadway Centerline Description 200 3754.6221 9199.6961 LT FL PC=10+01.1 201 3850.6137 9340.6327 LT FL STA 11+71.8 202 3930.4961 9433.9725 LT FL PT=12+94.7 203 4045.4799 9556.4392 LT FL PC=14+62.6 204 4309.8850 9718.1162 LT FL PT=17+76.3 205 4478.8158 9766.8259 LT FL PC=19+52.1 206 4734.6755 9911.3685 LT FL PT=22+48.7 207 5551.3933 10668.7776 LT FL PC=33+62.5 208 6360.1368 10875.6904 LT FL PT=42+32.8 209 6794.8726 10766.1673 LT FL PC=46+81.1 210 6957.7898 10746.9747 LT FL PT=48+45.6 211 7136.5362 10749.1670 LT FL STA 50+24.3 Current Coordinate Listing For Point Northing Easting Roadway Centerline Description 300 3711.5837 9225.195 RT FL PC=10+01.1 301 3811. 1704 9371.361 RT FL STA 11+78.2 302 3894.0447 9468.196 RT FL PT=13+05.7 303 4009.0285 9590.663 RT FL PC=14+73.6 304 4296.0323 9766.158 RT FL PT=18+14.1 305 4464.9631 9814.868 RT FL PC=19+89.9 306 4700.6764 9948.029 RT FL PT=22+63.1 307 5517.3941 10705.439 RT FL PC=33+77.0 308 6372.353 10924.175 RT FL PT=42+96.9 309 6807.0875 10814.652 RT FL PC=47+45.3 310 6957.1765 10796.970 RT FL PT=48+96.8 311 7135.9230 10799.163 RT FL STA 50+75.6 CURVETH TACHORD BEARING DELTA EX-C 1360.00 299.03' 150.12' 298.43 N53'0614 E 12'35'53" C-1 610.00 327.07 1 77.5 -323.16 N31-2641"E 30'4314 C-2 610.00 284.88 145.09' 282.30' N29'27 48 E 26'45'28 C-3 -TOO. �O0 895.08' 488.48' 858.65 N14'21'03"E 56'58 57 C-4 6 00 000' 158.03' 79.46 157.59' NO6'43'08' W 14'50 35 FL-RT-EX 1385.00 304.53 152.88 303.92 N53'06'14 E 12'35 53 FL-RT-C1 635.00' 340.47 174.43 336.41' 1731'26'41 E -TO '4314 FL-RT-C2 585.00 273.20' 139.14 270.73 N29'27'48"E 26'45 28 FL-RT-C3 925.00 919.94 502.05 882.50 N14'21 03 E 56'5857 FL-RT-C4 585.00 151.55' 76.20' 151.13 N06'43 08'W 14'50 35 FL -LT -EX 1335.00 293.54' 147.36' 292.95 N53'004"E 72'35 53 FL-1-T-C1 585.00' 313.66' 160.70 309.92' N31'26'41 E 30'43'14" FL-1-T-C2 635.00 296.55 151.03' 293.87' N29'27'487 26'45 28 FL-1-T-C3 875.00 870.22 474.91 834.79' N14.21 03 E 56'5857" FL-LT-C4 635.00 164.50 82.71 164.04' 1 N06'43'08 W 14750'35" City of Fort Collins, Colorado UTI PROVAL APPROVED: Z Director 6f Engineering Date CHECKED BY: Ids 1 3/T94 Water & ftatewater Utility Date CHECKED BY: �(A1' �-1 Stormwater Utility Date CHECKED BY: 19 Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR .534-6700'NDEmNEVTERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED BY LARIMER NO.2 CANAL COMPANY THIS ----- OF ---- 199tO BY- _-------- -------------------- - - - - - , 1 1, 1 1 � 1 I \ ` 1 � F-I'iST VPI ST = 21+61.5 40AOS G G A.D. _ -3.74 K = 80.26 30 .00' VC , 11 d z� W W u7 M a LO N , z + Q H O O rM O Q IIC�JJ -- W of J < W Q i- J W O-j U U N f W Q O aN > > (L U m M 00 fA c0 u7 <t c0 N n r"] n t0 M fA r17 00 N cD O) 00 c0 N U) N LO O) r` 00 O N CN oc d t0 U) M M O (6 O M M 1l') O rM M n O M M rM c0 M M N u7 M O U) M 00 n N N c0 O N � N N _ _ N N 00 O1cc O 0 'n 0 O 10 O O V) O O 10 'n O 0 LO `n 0 0 10 'n 0 O 1n `n O O m � O O u7) 'n O O 10 n O 0 1n n 0 O LO n 10 m LO 19+18.90 20+00 21 +00 22+00 23+00 24+00 5040 5030 W z J 2 H 5020 25+00 25+07.23 a > Wj Z a� mV WO Q�-='r " OW�WN �= o=g� �aQOZQ a '' yWo WO] ZO�m O a aoa Sm F O 1�J -ZMWWF a W Oi J WFyZO aWWW mKW 'FJr'w a as 65ioo a8¢waiE a E i 0. 0 5�=2UZ3:Wz.ZMP PEIay a UW O C CJ r1ii ow owZ}Z'max oom E' 1acaa�?�oaiio a OW a 0 a 0 0 am D U) of W oc. - Z O N O w z r; ¢ �z O Z W a Q i O = F I fyTE LLJ '� m Q Z Ym o' Y 'o a QEL a "10, EL a o rn � O o in O � CQ a I �gko mm 1 ^ 0a Q PQ W U "� � wd/o� 04�;)0Co I Ul F CQ 01 z O O F o W o¢C X OJ W O W U C z Z J Q U O z Cr w W O C� LL fr a L W J O cc a 0 z Q z Q J n. a Q 1r3. 0 0 V_ Q o O LJ LJ cr F PROJECT NO. 120-030 DRAWING NO. 9 00 G -.5 1(ju