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HomeMy WebLinkAboutPLEASANT VALLEY AND LAKE CANAL OVERLAND TRAIL - Filed BC-BRIDGES & CULVERTS - 2009-01-20a C jig AMII Nyw4ILT 9 -A LEE A CHRIS A kLA FIELD I ° - 1 SOLDIER 'err CANYON W. LAPORTE AVE. DAM � E R.0 I I � I o \ 1 z \ 0 O W. MULBERRY ROAD V � �. COLLEG \ \ LAKE y (D ��� /PROJECT � � i SITE� 94F� cq ELIZABEIN ST. Cl O 1 W. PROSPECT ROAD n 1 )3. J o gl\ HUGHES o _r STADIUM �j/U J DI I r II COUNTY 0. 42C (n DIXON CANYON DAM \\ Q W. DRAKE ROAD DIXOM SER IR It LLI / i J O (n VICINITY MAP SCALE: 1 "=2000' �J� T 1E, Ni, D A i -!kq 4 AK City of Fort Collins mr A GENERAL NOTES INDEX TO DRAWINGS SHEET NO. DESCRIPTION 1. ALL STREET AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE S. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO SHALL GIVE THE CITY ENGINEERING DEPARTMENT (221-6605) AND THE DATE OF APPROVAL OF THESE PLANS. ANY CONSTRUCTION EROSION CONTROL INSPECTOR (221-6589) TWENTY-FOUR (24) HOURS 1 COVER SHEET OCCURRING THREE YEARS AFTER THE APPROVAL OF THESE PLANS SHALL ADVANCE NOTICE. REQUIRE RE-EXAMINATION OF THE PLANS BY THE DIRECTOR OF ENGINEERING, WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO 9. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT MALL 2 PLAN AND PROFILE STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. EFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS STREETS DIVISION, WHO WILL TEMPORARILY 2. ALL SANITARY SEWER AND WATERLINE SHALL CONFORM TO THE CITY OF REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; 3 SECTIONS AND DETAILS FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE TIME OF CONSTRUCTION. CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 4 SECTIONS AND DETAILS 3. STREET PAVING SHALL NOT START UNTIL THE SOILS REPORT AND PAVEMENT DESIGN ARE APPROVED BY THE DIRECTOR OF ENGINEERING 10. ALL EXISTING CONCRETE CURB, GUTTER & SIDEWALK DAMAGED DURING AND SUBGRADE COMPACTION TESTS ARE TAKEN AND APPROVED. CONSTRUCTION SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 4. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL 11. BENCHMARKS: BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF SOUTHEAST CORNER PROSPECT ROAD/OVERLAND TRAIL THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE NORTHEAST FIRE HYDRANT BONNET BOLT CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN ELEV. 5124.44 UNDERGROUND UTILITIES. BRASS CAP ON EAST HEADWALL OF THE 5. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR P.V. & L. CANAL BOX CULVERT LOCATED SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF NORTH OF LAKE STREET. FORT COLLINS AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ELEV. 5116.24 ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THE PLANS BY THE CITY OR THE DISTRICT ENGINEER SHALL NOT RELIEVE 12. IF DEWATERING IS USED TO INSTALL UTILITIES THEN A STATE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS RESPONSIBILITY. REQUIRED IF DISCHARGE INTO A STORMSEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 6. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. 13. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE CITY COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING ASSOCIATED NTH CONSTRUCTION ACTIVITIES". FOR INFORMATION, PLEASE SHALL BE DONE IN CONFORMANCE MATH THE CITY OF FORT COLLINS CONTACT COLORADO DEPT. OF HEALTH, WATER QUALITY CONTROL STREET REPAIR STANDARDS, THE FINISHED PATCH SHALL BLEND DIVISION, WQCD-PE-S2, ATTN: PERMITS & ENFORCEMENT SECTION, PHONE SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE (303)692-3590. PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, 14. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, OVERLAY SHALL BE MADE BY THE DIRECTOR OF ENGINEERING. WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE, OR OTHER DAMAGE SUSTAINED AS A RESULT OF THE CITYS FAILURE TO 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES, FACILITIES IN THE DEVELOPMENT. AND CONTACT THE CITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. LEGEND 1)_I3 EXISTING CONTOUR PROPOSED CONTOUR OHE— EXISTING OVERHEAD ELECTRIC 50•w EXISTING 60" WATERLINE —42'w— EXISTING 42" WATERLINE 20'w EXISTING 20" WATERLINE UGE — EXISTING UNDERGROUND ELECTRIC EXISTING EDGE OF ASPHALT EXISTING FENCE --x---X— -- EXISTING CURB & GUTTER FUTURE CURB & GUTTER SECTION LINE EXISTING TREE CL1 CENTERLINE DATA DETAIL OR SECTION 4 SEE SHEET 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. City of Fort Collins, Colorado UTILITY P N APPROVAL APPROVED: /Z"h-91 Director of Eng,m ng Date CHECKED BY: NA 11-41,97 Water & Wastewater Utility Date CHECKED BY: $,NA►tDlbn�� II z J� Stormwater Utility Date 1 02 9 J.S. CHECKED BY: Perks &Recreation Date CHECKED BY: Date 1 moons Mmmummom r a OJO Z� a�W N a U� i ,n 23wZ 0022�V QF-J�F o �m<Ezw a w �FwW"E apwm�a ,F,l,W a Oa Z-. Obrco�� w O z Wa O .Uwjf 3"Wz Z NW� WW K 2- 0 0 WNpQ � W 0 O�O0r� Z'o WO W 0 5 Z-OZ3 wzNzx� OW ¢oFoH�z--1 "IX U CCI v_�p wpU a>UIZ F �aoaaa?ao<zxn r Q Q Q a mOWIn In W V Z � < Q Q _WW d' F Q \ Q Jy d af W W ZQ\ C Q FDzT W Q U -- U } 3 W W m L O N d 3 m y (L a- N O J V) >_ z O � M w o ® w °D O 02 PO mzGo �0 1 Q ~ O N ma5'z0 whoW ucop 0co 000� coo J a Z a U Lu a-'W� ��cc7m le o1S Z 0 Z LLI H g� V J L) W & o�>� LLI > Oa CCr U X O Do OE O Li. a LLI PROJECT NO. 020-147 DRAWING NO. 1 of 4 CHECKED BY: r I I J = o ' I I .\ s r 04 M0, IwJ z '\ to W 6ti2ti Cu al o w I it 1p0 1 Ied ,. 01 1z r O i I Z Io �W N .\o q� I I c2�? .9� x o 0 APPROXIMATE ����F w O OF PV&L CANAL % � I ! �� I PV&L STA. 12+62.61� STA. 31+33.01 I 45' TYP STA. 12+26.23 \ I 3 \ a r 1 \ 64? `\879.. � I I FUTURE FLOWLINE I A CURB & GUTTER F (BY OTHERS) 3 I 25*1'14 I EXISTING I STRUCTURE I Ln REMOVE N I ! 'EXIST. PARAPET I & GUARDRAIL CENTERLINE CURVE DATA I o I I STA. 12+98.70 3 o I + CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA I Ia I PROPOSED CL1 100.00' 29.75' 14.98' 29.64' S 58'54'47" E 17'02'39" I I BOX CULVERT CL2 100.00' 24,58' 12.35' 24.51' S 57'25'53" E 14'04'51" I I EXISTING CL3 100.00' 14.31' 7.17' 14.29' S 6834'13" E 08"1'49" EDGE OF 52' TYP ASPHALT I I w 2' TYP. a b 35' TYP. I I I 35' iYP. I I I I c I I I EXISTING CURB & GUTTER EXISTING TYPE R INLET w ' ' LO EXISTING 7' CONCRETE WALK I I VERIFY LOCATION OF UNDERGROUND ELECTRIC PRIOR TO EXCAVATION LORY ANN ESTATES I FOR BOX EXTENSION. MATCH EXISTING WALK ELEV. 20.43 L3 I I FUTURE FLOWLINE 7 CURB &GUTTER THERS) HORZ. D 2 CONTRACTOR SHALL RESEED ALL REMOVE �29 LF DISTURBED AREAS AND INSTALL EXISTING CONCRETE EROSION CONTROL FABRIC VERT• 0 1 2.5 5 SIDEWALK (NORTH AMERICAN GREEN P-300) SCALE IN FEET ON ALL DISTURBED CHANNEL SLOPES - PER MANUFACTURERS RECOMMENDATIONS. (SEE SHEET 4) A CONSTRUCT —90 LF OF -5118 3 ' CONCRETE- SIDEWALK 7'x 6" THICK 5117 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 1�rel REMOVE EXISTING OR 534-6700 DENVER PEDESTRIAN BRIDGE CALL 2 BUSINESS DAYS IN ADVANCE (SALVAGE AND STOCKPILE BEFORE YOU DIG, GRADE, OR EXCAVATE ON SITE) FOR THE MARKING OF UNDERGROUND \ � MEMBER UTLJT�3. \ ov TOM DOUGHERTY 16 CONST. INC. t THESE PLANS HAVE BEEN REVIEWED AND ACCEPTED BY THE 5116 PLEASANT VALLEY & LAKE CANAL \ct3 DITCH COMPANY \ 7� l S11q HANDRAIL', BY CONCqMND Slip - - - RESPONSIBLE PARTY STONE WALL DATE 7 f City of Fort Collins, Colorado IL 74`uturei I, _ -` - i-J.,T.._LLITY�PLAN APPROVAL _ OF p _ APPROVED:. _ems r�D 7a��L COW Director of Engineb6ng Date r7� _ \`� CHECKED BY: NA REMOVE -25 L �- \ Water & Wastewater Utility Date EXISTING CONCRETE ( SIDEWALK CHECKED BY: _ kit(D4 CPS II Date } � -cc b CIV Co CHECKED BY: 2 Q a 0) Parks & Recreation Date MATCH EXISTING , Q Q CHECKED BY: WALK ELEV. 17.44 — _ Q e �u Date OVERLAND TRAIL. FARM-------�CHECKED BY: PHASE II Date - -------- - a aO1o✓ o CONCRE AND STONE WALL/ HEADWAIIL AND TOEWALL 5.130 5125 r H Q O 1n z O V) w of MENNEENE vo©o©©er Q, 6Ui O S�o<�V Y3 Z' �y wobW tacna�3<a<i4o 0 0 0 1o> o 0 _ x A, Ld L J z a a Q U w Z r 7d rn } 7u ; V •y ON U � O ro r o, <mm o � a_ 11 a6 aN Lod i o� N- 5095 I U 1 I..i..IP.r. a 14+00 C-3 1671 J 0 r J c N v C V JOINT SEALANT (USE NON —SAG FOR VERTICAL OR OVERHEAD) /L cn w w Z Y v _ u � d J BOND a a BREAKER a m a �� _j EJ-2 CJ-2 EXPANSION JOINT FILLER MIN. LAP SPLICE LENGTH CONSTF BOTTOM REINF. (TYP.) STAGE 2 BRIDGE RAILING AND CULVERT ELEVATION OP SLAB 'EINF. (TYP.) STAGE 1 NOTE: THIS DETAIL IS FOR CONSTRUCTION JOINTS PERPENDICULAR TO THE OF THE BOX ONLY. CONSTRUCTION JOINT DETAIL FOR STAGED CONSTRUCTION N.T.S. HEADWALL NOTES 1. PROVIDE MASONRY TIES AT 18" CENTERS FOR EACH COURSE. 2. ALL EXPOSED CONCRETE SHALL HAVE A CDOT CLASS 5 FINISH. COLOR SHALL BE APPROVED BY CITY OF FORT COLLINS PRIOR TO APPLICATION. 3. COLOR AND TYPE OF BRICK FACING SHALL BE APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. GENERAL NOTES, ALL EXPOSED CONCRETE SHALL HAVE A RUBBED FINISH. GRADE 60 REINFORCING IS REQUIRED. FOR THE BOX CULVERT, ALL CONCRETE SHALL BE CLASS D. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 21.41 ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. 20 66 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE y DURING CONSTRUCTION. DO NOT BACKFILL THE CULVERT UNTIL TOP SLAB HAS 18REACHED DESIGN STRENGTH, fc . 0. WALKt7 THE MINIMUM LAP SPLICE LENGTH FOR REINFORCING BARS SHALL BE: BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH V-3" 1'-6" V-10" 2'-2" 2'-10" :4:—:7" ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/41NCH. BOX CULVERT DESIGN DATA FOOTING FOR 14TH EDITION WITH 1990 INTERIM OF THE AASHTO STANDARD SPECIFICATIONS BRICK AND FOR HIGHWAY BRIDGES, SERVICE LOAD DESIGN METHOD CONCRETE WALL UNIT STRESSES: fs = 24,000 psi fy = 60,000 psi fc = 1,800 psi f� = 4,500 psi n = 8 HANDRAIL NOTES 1. HANDRAIL SHALL BE FABRICATED IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 2. CONTRACTOR SHALL SUBMITT HANDRAIL SHOP DRAWINGS TO CITY OF FORT COLLINS FOR APPROVAL PRIOR TO INSTALLATION. 3. DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH AASHTO STANDARDS. 4. HANDRAIL DESIGN SHALL BE COMPATABLE WITH THE DESIGN OF THE BRIDGE PARAPET WALL. 5, RAILING POSTS SHALL BE SET NORMAL TO GRADE. 6. RAILING SHALL BE FABRICATED IN 2 AND 3 PANEL LENGTHS. 7. SHIMS SHALL BE USED UNDER POSTS AND UNDER END PLATES WHERE REQUIRED BY ALIGNMENT. 8. SHIMS SHALL CONFORM TO SAME MATERIAL AS POSTS. 9. THE SHANK AND ROOF OF THREAD DIAMETER FOR ANCHOR BOLTS SHALL BE A MIN. OF 0.62 INCHES. 10. MAXIMUM REDUCTION IN DIAMETER OF BENT SECTION SHALL BE 3%. 11. MAXIMUM REDUCTION IN SLOT WIDTH IN BENT TUBING SHALL BE 3/16" 12. FOR ALUMINUM RAILING: A) ANCHOR BOLTS, NUTS, AND WASHERS FOR ALUMINUM RAILING SHALL BE STAINLESS STEEL. B) WALL THICKNESS OF TUBING SHOWN ABOVE SHALL BE MINIMUM NOMINAL AVERAGE WALL THICKNESS. C) ALUMINUM IN CONTACT WITH CONCRETE SHALL HAVE BITUMINOUS COATING. 13. FOR STEEL RAILING: A) ANCHOR BOLTS, NUTS, AND WASHERS FOR STEEL RAILING SHALL BE EITHER STAINLESS STEEL OR ASTM A307. IF A307 ARE USED, ELECTRO—GALVANIZE NUTS, WASHERS, AND TOP 3 1/2" OF ANCHOR BOLTS. B) TUBULAR STEEL RAILING SHALL BE GALVANIZED AFTER FABRICATION (INCLUDING SHIMS). BOX CULVERT LOADING DATA LIVE LOAD = AASHTO, HS 20-44 AND ALTERNATE MILITARY LOADING DEAD LOAD CASE VERTICAL EARTH LOAD = 120 LBS./CU.FT. HORIZONTAL EARTH LOAD = 30 LBS./CU.FT. DEAD LOAD CASE 2: VERTICAL EARTH LOAD = 120 LBS./CU.FT. HORIZONTAL EARTH LOAD = 60 LBS./CU.FT. FUTURE ASPHALT OVERLAY = 48 LBS./SQ.FT, LIVE LOAD SURCHARGE ON EXTERIOR WALLS = 2 FT. OF EARTH STRUCTURAL BACKFILL} IMPORTED CLASS I STRUCTURAL BACKFILL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: % BY WEIGHT SIEVE PASSING SQUARE SIZE MESH SIEVES 2 inch 100 No. 4 30 — 100 No. 50 10 — 60 No. 200 5 — 20 THE BACKFILL MATERIAL SHALL HAVE A LIQUID LIMIT NOT EXCEEDING 35 AND A PLASTICITY INDEX OF NOT OVER SIX WHEN DETERMINED IN CONFORMITY WITH AASHTO T89 AND T90 RESPECTIVELY. BEDDING REQUIREMENTS BEDDING MATERIAL FOR THE BOX CULVERT(S) SHALL CONSIST OF ONE OF THE FOLLOWING ALTERNATIVES: 1) 3" OF LEAN CONCRETE BASE, WITH MINIMUM CONCRETE CONTENT OF 250 LBS. PER CUBIC YARD. THE AGGREGATE GRADATION SHALL BE AS FOLLOWS: % BY WEIGHT SIEVE PASSING SQUARE SIZE MESH SIEVES 2 inch 100 No. 4 20 — 70 No. 200 5 — 15 2) 6" OF 1 1/2" CRUSHED AGGREGATE (AASHTO M43 NO. 4 OR 467) CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 534-6700 p ER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DKi, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTLITES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED Q Director of 110gineering Date CHECKED BY: NA 11 z( Water do Wastewater Utility Date CHECKED BY:{rN11a4� 'doe L.DS- fl/2 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: CHECKED BY: Date , a�uc<i0¢i v,o Wow" U' OOXZOo �z a 3ZD<_'�o 0mzoa� p mLL rc 3zowi3i iW W JWaa x= Q O Y NCo WjRW <SUKLLQQ�rc � 0'''WZ <3 zO"Ow z o�0.Szwic3NxLLOF O� < U W x R U NNUOxK2 7%< U x KWOULVa YUG NW F �aoaaa?ipaiio 3 rn w a 0 a 0 a 0 am N ac 0 m — f- W <a < o U < a U w z 0 a 5 za x UZZ W O Q O } 3 U N U Wo O m WS:�zy'•�' O a a m a II K¢ a K N a W_j 0 R� 0 U rn -- a 00 f 0 r M rA o w m o � ac � a w C7U�W 1~i'zzo U9 4 40 x " a co R; rAw0u� �zwz,o. x000�, wwcvw.., J a Z U LIJ O O 0 J cc F0 O } H O wU Qw OC QI—tn ~ 9 W Z 0 > J aQjo L W W xrr 'o O d D00� a CO J Q F- LLI 0 0 Z a Z � z <o W �j 0) F PROJECT NO. 020-147 DRAIAANG NO. 3 of 4 CLASS I BACKFILL #4 0 6" (CONT.) 4 0 12" (CONT.) # 2 1/2" CL #4 EPDXY COATED 0 6" #8 0 6" N 12 1 /2"-�-9- - .n. .o. . #7 EPDXY 04 -7 OPTIONAL CONST. COATED 0 6" I ° JOINT (TYP.) 4 _ o #4 EPDXY #6 0 6" of COATED 0 5 I Y �001 0 #8 0 6" ro JI EL. VARIES SEE PROFILE _ #4 0 12" E.F. N 1 —TT a d a a • ° �— �Ta a a a 4 6" BEDDING 10 1 /2" I I 14'-011t BOX CULVERT SECTION A 14 1/2" 1" MAX. 3/4" CHAMFER 3" (TYP.) _ (TYP.) #4 ® 12" (1 1/2" CL) 04 T.O. WALL .t DEL. 21.41 ADD 2 - #4 (CONT.)- 8 #8 0 12"---_ 7-#5 EQ. SPCS. --�- OPTIONAL--. T.O. INT, LEDGE CONSTR. JT EL. 19.03 16-#4 CONT. 3' INTO RETAINING WALL SECTIONS (BOTH SIDES OF BOX) —� #3 x ® 12 T.O. EXT. LEDGE EL. 16.46 N N v a °r° STD 90' HK 14 1/2" TOP & BOT 2-#4's CONT. ° THROUGH CONTROL JT. i CLASS 5 ;t FINISH TO JOINT ° v 2'-2 1 /2" 12" < INV. EL. VARIES SEE PROFILE ° ° ° O Z G BRICK VENEER SUPPORTED BY DOVETAIL ANCHORS ® 18" O.C. HORIZ. ADD #4 (TYP.) FA 10 1/2" j EJ 2 (SEE SHT 3) SIDEWALK (SEE SIGHT PLANS) a v a v - - - 1' CLAY MATERIAL /-#4 STIRRUPS 0 6" - (A6 OR A7 DESIGNATION) CAST -IN -PLACE BOX CULVERT N v a ° Ro - ONDING7:rENT\�I& \ JOINT SEALANT (TYP. 4 SIDES) #4's FORMED JOINT ° v ° ° ° \\/ N oC CONCRETE TO BE PLACED O AGAINST UNDISTURBED SOIL 4 (PLAN CEAS SHOWN) 9" (2 TOTAL) SECTION B 3/4"=1'-O" 3 EXTEND REINF. 18" PAST END ON TOP AND BOTTOM SLABS AND WALLS (USE STD 90- HK AS NEEDED FOR CLEARANCE). 6" BEDDING (SEE SHT 3) Nla 18" CLASS 1 BACKFILL #4 0 12" E. F. EA. WALL (CONT.) N�a 14 1/2" 3" T.O. WALL (TYP.) FOREADD'L@ &EL. VARIES INFORMATION SEE WALL ELEVATIONS 7-#5 EQ. SPCS •d T.O. INT. LEDGE 7' SIDEWALK EL. 19.03 a •-----1' CLAY MATERIAL (AASHTO A6 OR A7 DESIGNATION) T.C. EXT. LEDGE ° 3/4" CRUSHED ROCK IN EL. 16.46 ° GEOTEXTILE DRAINAGE FABRIC 4" 0 PVC WEEPHOLE ° NFU L LENGTH OF WALL x 1'-0- WIDE CTR'D IN WALL _ - J \ IMPORTED CLASS I CDOT STRUCT. BACKFILL 2" CL ° o (TYP.) \ \ o 1 ° 14 1 /2" #6 DOWE\L�S ® 12" 1 E.F. CJ-2 \\\ I 1�2" � VARIES (SEE SHT 3) #6 0 12" E.W. E.F. SEE SITE PLAN vA.vA,vA.vA.v 12" #5 0 12" E.F. EL. 11.42 MATCH BOX INV. _ d ° = d O v _. I Cg 3.. CL 4 0 12" E.F. #4 Xiv C�D12" 2- #4 s #4 0 12" 9 6" BEDDING 5'-0" 1.-6" (SEE SHT. 3) SECTION c 1/2"=1'--0" 3 SIDEWALK SIDE STONE TCONTINUE HORZ. REINF. FACING THROUGH PILASTER CENTERLINE \ 8" 8" N M i1 00 �° a ° e N 6-#4's BRICK FACING PROVIDE LAP SPLICE NOT SHOWN W/ VERT. REINF. IN FOR CLARITY RETAINING WALL, SOME 3/4" CHAMFER- CASES. REFER TO e CONT. (TYP.) 3/4" DEEP FORMED 4 #3 TIES ®8" NOTCH (TYP.) SECTION D 3/4"=V-0" 3 BEGIN FABRIC INSTALLATION NORTH AMERICAN GREEN EROSION CONTROL FABRIC TOP OF MAIN W CHANNEL W w END FABRIC W INSTALLATION W W 0� w > No 00 NOTE 2 =- NOTE 2 / NOTE 1 % NOTES: 1. 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. 2. ANCHOR BLANKET IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING, 3. STAPLE PATTERN C. EROSION CONTROL FABRIC KEY TRENCH HN Q Ld Q 0 Z O w of Wwwwwom, QZ�UQOW OW UVi Wyk � N S�W �� F 3�< wo zmaoo O _x <H o � 5zow� Rl < <5 326 oii mad i 'uOi D' ww aai O � 0 SSS ZO��iyn, z(n6mp K.00�< YU�,_N0 E"� �a oaaa?ao�d izp o ® o O � o: a C12 M z CO F z �o CO wz�o a v� �4: Z WtCOa'xzCq 04 0 co ywoo" 000� 0 0 0 W REMOVE PARAPET CURB AND GUARDRAIL BOX CULVERT EXTENSION EXISTING OX CULVERT - BUSH HAMMER a V EXISTING CONCRETE. APPLY BONDING AGENT w 00 AND JOINT SEALANT(4 Q OZ SIDES). Z OJori u j JEXISTINVERT _j w X 0w o M_ .�J w City of Fort Collins, Colorado w J QUTILITY PLAN APPROVAL z z -j 0 z mF-- APPROVE-�.�.CO�/.�:.f`� /o7y-q? J cQ 0 V O DRILL &DOWEL I Director of Enging Date W a X ~ Uj V #4's ®12" w/ I HILTI HIT HY 150 I EXIST. TOE WALL CALL UTILITY NOTIFICATION CHECKED BY: NA Water do Wastewater Utility Dll altr37 w O a 0 0 uwj EPDXY (OR EQUAL) - TO REMAIN CENTER OF COLORADO ` a F (4 SIDES) .j 1-800-922-1987 CHECKED BY: - � Ritl1� rna GDS Stonnwater /l/ Utility Date PROJECT NO. SECTION oR534-6700 ND CHECKED BY: 020-147 "b q NVETRoER Perks & Recreation DateNTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Da GRADE, OR EXCAVATE CHECKED BY: DRAMNG NO. FOR THE MARKING OF UNDERGROUND MEMBER UTLRE8. Date � CHECKED BY: O Date'