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2.0 Plans
C/vll Construction Plans for the CattIe Creek Storage A Parcel of Land Situated in the SE 1/4, Section 7, Township 7 South, Range 88 West of the 6th P.M, Garf/eld County, Golorado Aprll 70, 2008 NOTES: 1. ALL CONSTRUCTION SHALL MEET OR EXCEED NORMAL INDUSTRY STANDARDS AND THE STANDARDS ESTABLISHED BY GARFIELD COUNTY, AND BE SUBJECT TO OBSERVATION BY GARFIELD COUNTY AND THE PROJECT ENGINEER. 2. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT OF EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR, AT NO EXPENSE TO THE OWNER OR PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED UTILITIES. 3, ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICH EVER APPLIES. 4. FOR ANY CONSTRUCTION ACTIVITY WITHIN THE COUNTY ROAD RIGHT—OF—WAY, CONTRACTOR SHALL PROVIDE ALL WARNING LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. A CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL TO GARFIELD COUNTY ENGINEERING DEPARTMENT AND THE PROJECT ENGINEER, 7 DAYS PRIOR TO COMMENCING CONSTRUCTION WITHIN THE COUNTY ROAD RIGHT—OF—WAY. 5. PREPARATION OF' STORMWATER MANAGEMENT PLANS, PERMITTING AND COMPLIANCE ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL CORRUGATED POLYETHYLENE PIPE (CPP) SHALL BE ADVANCED DRAINAGE SYSTEMS N-12 WATER TIGHT PIPE (ADS N-12—WT) OR ENGINEER APPROVED EQUAL. 7. ALL EROSION CONTROL FABRIC TO BE NORTH AMERICAN GREEN (NAG) P550 (WHERE SHOWN) OR ENGINEER APPROVED EQUAL. 8. FOLLOW GEOTECHNICAL RECOMMENDATIONS ACCORDING TO THE HP GEOTECH INVESTIGATIONS & STUDIES. 9. ADJUST THE TABULATED THRUST BLOCK BEARING AREAS SHOWN ON THE DETAIL SHEET FOR 2,000 PSF SOIL BEARING CAPACITY. 10. ALL SHALLOW UTILITIES MUST MAINTAIN 3 FEET MINIMUM DEPTH BELOW ANY DITCH CROSSING, 6 FEET FOR WATER LINES. 11. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO GARFIELD COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. 95% STANDARD PROCTOR !S REQUIRED FOR ALL CONSTRUCTION AND TRENCH BACKFILL UNDER THE ROADWAYS, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT—OF—WAY, PROPERTY OWNED, OR EASEMENTS PROVIDED TO THE OWNER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. THE CONTRACTOR SHALL ENSURE DRAINAGE IS DIRECTED AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ONSITE. 14. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS—BUILT CONDITIONS, THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER FUPON CMPLETION OF THE ROM PHYSICAL MONUMENTS OTOKALL FITTINGS, CVA VES, MANHOLESCAND ITHE END S TO OOF ALL VIDE TSERVICELEAST TLIES NES. 15. ON—SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE COUNTY OR PROJECT ENGINEER OF CONSTRUCTION on WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY ,OR TBY THE COUN PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTfP'c_.REFR' ?c, THE COUNTY ARE iNurt FOR COMPLIANCE BY THE APPROPRIATE PARTY 16. SAFETY IS THF Ise'"' • - - .'i . L.VNTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FACILITIES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS, PROPERTY, AND PROVIDE CONTINUOUS IRRIGATION SERVICE. 18, THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 19. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 20. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 21. CONTRACTOR TO NOTIFY UTILITY USERS AT LEAST 24 HOURS IN ADVANCE OF ANY WATER, SEWER OR OTHER UTILITY SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS. 22. ALL DISTURBED AREAS MUST BE REVEGETATED. TEMPORARY IRRIGATION MAY BE REQUIRED TO REESTABUSH VEGETA TION. 23. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK. 24. HEAT TAPE SHALL BE INSTALLED IN All ROOF DRAIN PIPES, DOWNSPOUTS, TRENCH DRAINS, AND THE OUTFALL DRAINAGE SYSTEM. 25. ALL CONCRETE SHALL BE 4000 PSI WITH FIBER MESH ADDITIVE AT 1-1/2LBS/CU. YD. 26. CONTRACTOR TO VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, PROPERTY LINES, UTILITIES, ROADWAY & GUTTERS THAT MAY AFFECT THE SCOPE OF THE WORK PRIOR TO BEGINNING CONSTRUCTION. 27. CONFLICTS OR DISCREPANCIES WITH GRADES OR UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER IMMEDIATELY. 28. ADDITIONAL NOTES ARE LOCATED ON PLANS AND EACH DETAIL SHEET. 1 1 OWNER: COGGINS—STEWART CONSTRUCTION 1175 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 970.920.0796 FNGINEER: Boundaries Unlimited Inc. Attn: Deric Wolter, PE 823 Blake Ave., Ste. 102 Glenwood Springs, CO 81601 970.945.5252 SU RVEYOR: Tuttle Survey Services Attn: Jeff Tuttle, PLS 823 Bloke Ave., Ste. 102 Glenwood Springs, CO 81601 970.928.9708 ANTICIPATED UTILITIES: Potable Water: Cattle Creek Water Association Sewer: ISDS Electric & Gas: Xcel Energy Telephone: Qwest i C SCF 5382 5380 SCF LEGEND SCF > OH EX—ET EX G rr OH EX ET EX G ET GET 8"W 6"W 2"W 2"W 6"W —WS WS —WS —WS Qto ens est —i8 -i8 ---43 --f$ a 0 1 OH EX ET Ex G ET GET 8"W 2"W snit EXISTING ROADWAY EXISTING 2' CONTOUR EXISTING 10' CONTOUR PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SEDIMENT CONTROL FENCING PROPOSED CULVERT WITH INLET PROTECTION EXISTING CULVERT EASEMENT BUILDING ENVELOPE 100—YR FLOODPLAIN FL000WAY PROPERTY LINE CENTERLINE EXISTING FENCE DITCH FLOWLINE EXISTING OVERHEAD UTILITIES EXISTING ELECTRIC/TELEPHONE EXISTING GAS PROPOSED ELECTRIC/TELEPHONE PROPOSED GAS/ELECTRIC/TELEPHONE PROPOSED 8" WATER MAIN/VALVE PROPOSED 2" WATER SUPPLY LINE PROPOSED FIRE HYDRANT PROPOSED 3/4" WATER SERVICE PROPOSED 6" IRRIGATION MAIN/VALVE PROPOSED 1-1/4" IRRIGATION SERVICE PROPOSED ELECTRIC/TELEPHONE BOXES EXISTING POTABLE WATER WELL FLOW ARROW HAY BALES/EROSION CONTROL LOGS Project Layout SCALE: 1"= 100' PARCEL # 2393-074-00-357 VICINITY MAP SCALE: 1"= 4000' Plan Sheet Index Sheet # T-1 -- D-1 -- SP-1 -- MU-1 -- MU-2 -- PP-1 -- PP-2 -- DET-1 -- Title - Title Sheet - Demo Plan - Site & Grading Pian - Master Utility Plan - Storm Drainage Plan - Driveway Plan & Profiles - Driveway Plan & Profiles - Roadway, Drainage & Erosion Control Details ,..G��rr wail" -P�OYR rFr. N 147 r, -, z 0 U) LLJ CC 0 CO 0 0 — VD .1-' OD Vt L •`menw N+°M - r r. U >C. --d 4.j. •E_ N . ++ 0:1 0 N mr 0 CO 0 N Id 2 c) u, 0) 0 0) 4.- d 0 0 U C� 0 .0 co FILE INFO: PROJECT NO. 07031 PROJECT NAME: Cattle Creek FILE NAME: TI -01 N 61 6.61 E 11562.22 E 11646.65 GRAPHIC SCALE 1073 6037.94 COMMERCIAL SIGN ( IN FEET ) 1 inch = 30 ft. 40 FL 16'0 CPP W/ FES 11=20.0 10=19.6 24" AREA DRAIN RIM EL: 6029.0 1108 6022.68 1109 6022.32 6036.20 cc 6032.50 1114 6032.10 1008 6032.00 032.10 MATCH EXISTING 1074 GQOUND 6036.64 STOP SIGN 1006Ij 4 6032.00 N 10. 1.50 1004 6030.91 1003 6031.00 1002 6031(73 1009 6031.50 1101 6030.87 1103 6030.50 6021.51 6028.57 6037.09 6020.54 1075 6032.83 1118 600332.00 1080 6031.00 BOT 1122 6019.73 6034.80 STOP SIGN 6042.73 6020.10 11346032. 6031.10 090 29.77 089 6030.50 )0 -YR 1072 / 6020.10 6029.41 6019.73 1102 6030.63 100 -YR 100 -YR 6031.14 .100_ YR 6038.00 1085 6024.00 TOP 1084 6024.00 BOT 2' RETAINING WALL 8 8 STEP PROPOSED BUILDING FF EL 6031.14 6019.91 1105 1068 6042.43 4 6040.59 6022.47 A 1095 09021 90 6022.20 1025 1113 6026.00 TOP 1056 x- 6019.13 1086 6020.50 BOT 6022.47 LINE SWALE WITH NORTH AMERICAN GREEN 0350 EROSION FABRIC (4' WIDE X 120' LONG) ��1016 1019 6025.00O0 6024.00 1021 TOP 6022.08 1129 6022.08 6022.26 6021.81 12% GRADE REQUIRED I THIS AREA DUE TO PROPOSED BUILDING "B" BUILDING CONFIGURATION FF EL. 6022.26 1112 BOT1.48 N 5911.36 E 11963.22 100 -YR EAST ACCESS SCALE 1"=30' 6022.26 1029 6020.26-. 6020.72 1081 6024.00 1::CLC wit csi open Li 0 0. o co a Tr ei PROPOSED BUILDING "B" FF EL. 6020.26 6019.26 1131 6019.32 RETAINING WALL TO BE DESIGNED BY OTHERS 6020.26 6019.73 6019.32 6019.00 1082 6026.00 TOP SEE EAST ACCESS THIS SHEET 6019.50 x/r6019.32 018.82 PROPOSED BUILDING "C" FF EL. 6019.50 290' 1083 6022.00 TOP 6019.91 6019.50 6019.50 1043 /-6019.91 6018.64 6019.50 6018.00 019.13 019.73 1119 6021.00 OT 1036 6019.00 TOP 1087 6008.00 BOT 6018.90 X38 6018.00 6018.86 1037 6018.00 EXISTING FILL SHALL BE \o VERIFIED BY ' GEOTECHNICAL ENGINEER 1045 6019.31 8" CLASS 6 ABC & 4" ASPHALT 6015.80 6016.81 6019.13 \_1050 6015.98 1051 6015.98 NSTALL EROSION CONTROL LOGS IN SWALE SPACED AT 50' INTERVALS 6019.73 1108 6022.68 1109 6022.32 RETAINING WALL & GEOGRID BY OTHERS 6021.51 Point Table Point Toble Point # 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1015 1016 1019 1020 1021 1024 1025 1026 1029 Raw Description Elevation EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT TOP OF SIDEWALK TOP OF SIDEWALK TOP OF SIDEWALK EDGE OF PAVEMENT BUILDING i4" FF EL BUILDING A" FF EL BUILDING ;4" FF a BUILDING A" FF EL TOP OF RETAINING WALL TOP OF RETAINING WALL BUILDING B" FF EL rep OF TRENCH DRAWN BUILDING 6" FF EL TOP OF TRENCH DRAIN BUILDING 'B" FF EL BUILDING 6" IT EL 1030 TOP OF TRENCH DRAIN BUILDING C" FF EL BUILDING C" FF EL 1033 TOP OF TRENCH DRAIN 1034 BUILDING C" FF EL 1035 BUILDING "C" FF EL 1036 TDP OF RETAINING WALL 1037 TOP OF RETAINING WALL 6036.20 6033.48 6031.73 6031.00 6030.91 6031.50 6032.00 6032.10 6032.00 6031.50 6031.14 6031.14 6022.47 6022.47 6025.00 6024.00 6022.26 6022.08 6020.26 6022.08 6022.26 6020.25 6019.32 6019.50 5019.50 6019.32 6019.50 6019.50 6019.00 6018.00 1038 TOP OF RETAINING WALL 6018.00 EDGE OF PAVEMENT EDGE OF PAVEMENT 1047 TOP OF TRENCH DRAIN 6018.86 6018.54 6019.73 Northing 6064.99 6025.34 Easting 11736.01 11735.56 Point Raw Description Elevation Northing fasting Point Table 6019.91 5859.70 77973.74 Point Row Description Elevation Northing Easting eo%,„.......,•,..\ \� 1126 o�\\ \\ 6015.80 S4CN i1111"�;. \� \ \. •• ' 6019.91 5823.69 11956.32 6010.60 6009.47 1172219 11711.86 TOP OF TRENCH DRAIN 6013.90 11706.34 6028.81 6028.81 11704.72 11704.72 BUILDING E"" FF EL BUILDING E'" FF EL 6019.13 6019.31 5805.69 11947.60 5801.19 11945.42 TOP OF TRENCH DRAIN 6033.78 6017.98 6019.06 5973.24 5991.66 5951.90 5933.48 5933.48 5930.60 5907.97 5912.94 5868.21 5940.04 5935.07 11704.18 11605.31 11615.25 11610.19 11779,19 11783.52 4. 11 • 4. 1052 1053 1054 1055 BUILDING "F" FF EL BUILDING F" FF EL BUILDING D" FF EL TOP OF TRENCH DRAIN BUILDING D" FF EL BUILDING D" FF EL 6016.81 6015.80 5774.19 5758.22 11932.35 11907.95 TOP OF RETAINING WALL TOP OF RETAINING WALL TOP OF RETAINING WALL TOP OF RETAINING WALL 80770M OF RETAINING WALL 6015.98 6015.98 6019.91 6019.73 6019.91 6019.91 5753.72 5735.72 5641.83 5546.33 5605.83 5616.72 71905.77 11897.06 12423.78 12425.96 TOP OF RETAINING WALL BOTTOM OF RETAINING WALL 60170M OF RETAINING WALL BOTTOM OF RETAINING WALL CURB FL 6031.00 6024.00 6016.76 5888.44 17791.57 11987.82 6026.00 6022.00 6024.00 6024.00 6020.50 5844.47 5824.06 5963.91 5963.91 5930.60 12078.64 12147.85 11585.04 11585.04 11588.68 6020.54 1122 6019.73 CRE 00 -YR 6015.80 Point Table 12406.36 600800 6007.00 6030.50 6029.77 5781.57 5768.28 5991.76 5990.76 11604.92 11621.46 11780.10 11783.97 Point # Raw Description Elevation Northing Fasting 6019.13 6019.91 TOP OF SIDEWALK EDGE OF PAVEMENT 6032.10 5015.82 6022.95 5546.75 11604.77 12333.32 EDGE OF PAVEMENT TOP OF TRENCH DRAIN 11588.68 11611.26 71610.72 11615.60 11859.25 11859.79 1061 1062 1063 1064 1065 1 BUILDING 'F" FF EL BUILDING E" FF EL TOP OF TRENCH DRAIN 5895.30 5875.78 11906.49 5869.82 11907.14 5830.05 11911.47 5844.35 5838.39 5798.62 5781.57 5768.28 5779.62 5792.60 5790.66 5864.20 11678.20 11678.85 11623.18 11604.92 11621.46 11725.48 11798.37 71812.68 11975.92 BUILDING "F" FF EL BUILDING F" IT EL EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 6019.13 6019.31 6016.81 6015.80 6015.98 6015.98 6042.17 6037.09 6034.80 6042.73 6042.43 5609.61 12352.64 5605.11 5578.11 12350.46 CURB FL 6027.70 6025.30 5981.73 5964.25 11798.09 11804.40 CURB FL 6023.34 5952.60 11789.92 BOTTOM OF RETAINING WALL BOTTOM OF RETAINING WALL BOTTOM OF RETAINING WALL 12337.39 CURB FL 6022.20 6021.90 5935.74 5934.22 11865.94 11872.41 5553.29 5535.28 5717.64 5679.56 5682.46 5674.07 12319.81 CURB FL 6021.81 5932.33 11875.38 12311.10 12600.65 12595.16 12570.47 12687.79 CURB FL CURB FL EDGE OF PAVEMENT 1100 EDGE OF PAVEMENT 1101 EDGE OF PAVEMENT EDGE OF PAVEMENT 1103 EDGE OF PAVEMENT 1104 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT BOTTOM OF RETAINING WALL BOTTOM OF RETAINING WALL 80770M OF RETAINING WALL TOP OF RETAINING WALL 6038.00 6021.51 6020.10 MANAGERS UNIT FF EZ MANAGERS UNIT FF EL MANAGERS UNIT FT EL 6020.10 6037.94 6036.64 6032.83 6032.50 6032.50 6032.50 6032.50 5712,17 12426.91 5675.43 12411.17 5664.33 12434.68 6085.86 11725.20 6054.25 11774.72 6027.92 11770.40 6031.74 11685.39 6061.56 17682.14 6052.89 11602.61 6023.07 11605.86 1106 1107 1108 1109 6020.72 6019.26 6018.90 6018.50 6030.87 6030.63 6030.50 6020.54 6040.59 6029.41 6028.57 6022.68 6022.32 6019.84 5910.91 5895.59 5782.11 5773.25 6004.15 5998.64 5998.09 5701.39 5648.07 5681.23 5704.92 5727.38 5732.14 5842.60 11884.08 11866.78 11609.89 11620.92 11616.88 17612.45 11607.48 12401.32 12624.88 12507.04 12512.31 12454.15 12440.44 12077.91 TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN 6016.10 6017.00 6032.00 6021.00 6019.73 6019.73 6019.73 6019.13 6019.13 6019.13 6015.80 6015.80 8015.80 6022.08 5553.72 5779.62 6016.76 12353.35 11725.48 11791.57 SLOPE AT 2.5H:1V AND INSTALL NORTH AMERICAN GREEN P550 EROSION FABRIC ALONG THE CREEK SLOPE FROM THE 70E OF THE FILL TO TOP OF GRADE BREAK. 6019.31 1056 5824.06 5807.55 5750.91 5694.26 5749.05 5692.40 5635.76 5701.58 5644.93 5588.29 5927.03 12147.85 12092.93 12209.94 12326.95 12064.61 12181.62 12298.63 12024.96 12141.97 12258.98 11739.95 6015.80 ENSTALL SEDIMENT CONTROL FENCE ALONG TOE OF GRADEO SLOPE 016.81 • 6015.80 PROPOSED 100 YR FLOODPLAIN 1062 6015.98 1063 6015.98 6016.10 6019.32 6019.32 5858.44 5872.53 11747.43 11876.67 1115 6015.82 EDGE OF PAVEMENT EDGE OF PAVEMENT 6034.82 11764.53 6032.52 6031.10 6030.19 6019.00 6015.43 5995.30 5992.35 5873.08 11731.67 11748.06 11608.14 11943.92 CATTLE CREEK FLOODWAY 6019.21 6021.48 6026.00 5942.29 5943.96 11986.82 11904.35 11905.45 SWALE SWALE 6018.82 6018.64 6018.00 5849.02 5822.60 5797.81 11937.84 11929.05 11916.20 C 0 tel o r - C CNA eS CI) 0 75 75 0 0 0 04 FILE INFO: PROJECT NO. 07031 PROJECT NAME: Cattle Creek FILE NAME: REMOVE STRUCTURE REMOVE ACCESS REMOVE CONCRETE PAD PROPERTY BOUNDARY REMOVE RETAINING WALL REMOVE YARD HYDRANT REMOVE TREES REMOVE PAVEMENT AND C&G OF THE EXISTING ACCESS REMOVE DRAINAGE STRUCTURE DURING INSTALLATION OF NEW STRUCTURE REMOVE CONCRETE BATTING CAGE PAD, WALLS AND FILL ASSOCIATED WITH THE STRUCTURE WALL TO REMAIN REMOVE HANDRAIL WATER MAIN TO BE CAPPED AT THE PROPERTY LINE REMOVE --J MECHANICAL SHED REMOVE STAIRS REMOVE WALL atloa 39VIN0ad X3 6Jc 0 REMOVE PAVEMENT ASSOCIATED WITH THE GO-KART TRACK REMOVE ALL PROPER DEMOLITION PLAN GENERAL NOTES: 1. DEMOLITION REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT DISPOSAL OF EXISTING MATERIALS AS INDICATED. 2. ANY DIMENSIONS SHOWN ON THE PLAN ARE APPROXIMATE. VERIFY REQUIREMENTS OF PROPOSED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 3. ALL CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY FAMILIARIZE THEMSELVES WiTH EXISTING CONDITIONS PRIOR TO BID. ITEMS FOUND DURING SITE INSPECTION, BUT NOT NOTED ON DRAWINGS MAY NEED TO BE REMOVED. CONTRACTOR TO DISCUSS THESE ITEMS WITH OWNER REPRESENTATIVE AND ARCHITECT BEFORE PROCEEDING. 4. PERFORM DEMOLITION IN AN ORDERLY AND CAREFUL MANNER IN WHICH TO ACCOMMODATE THE PROPOSED CONSTRUCTION S. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES OR PROPERTY BY DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER OR THE OWNER REPRESENTATIVES. RETURN STRUCTURES AND SURFACE TO THE CONDITION EXISTING PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK. 6. RELOCATE PIPES, CONDUITS, DUCTS AND OTHER MECHANICAL OR ELECTRICAL WORK WHERE SPECIFIED ON THE PLANS. VERIFICATION OF EXISTING COND.IIONS: 1. IN AS MUCH AS THE DEMOLITION OF THE EXISTING SITE REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDINGS, THE ARCHITECT AND ENGINEER ARE NOT RESPONSIBLE FOR CONDITIONS DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED ON THESE OR OTHER DRAWINGS. THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALL NOTIFY THE OWNER REPRESENTATIVE AND ARCHITECT IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO STARTING DEMOLITION. PROTECT EXISTING UTILITIES TO REMAIN. LIGHTPOLE PADS UND4R 100 -YR 100 _ yR COIRttrY Ap 143 \p°y 100_yR 30 GRAPHIC SCALE D 15 30 60 120 EXISTING ACCESS TO BE WIDENED AND REGRADED REMOVE RETAINING WALL ti0Z EXCAVATE AND REMOVE SEPTIC FIELD ( IN FEET ) 1 inch = 30 ft. ACCESS TO BE ABANDONED REMOVE SHEDS CATTLE CREEK 100 -YR FLOODPLAIN REMOVE BARN & SILO .YR 100 -YR -100-YOi 100 -YR Cattle Creek 100- yR CATTLE CREEK FLOOD WAY PROPERTY BOUNDARY °0 1aa_�R 100- YR >- m Z 0 AMP 0 Z to 0 w ,0v e�00C0N :— pbi�..`Ic U0vi err = co 0 N �_ C N cS IWIDI CS COE in 01 0 0 0 0 V 2141c0 .533 Ch 0 0 r-- 0 0 Cr C 0oc' x..01:3 Li) O 01 ��3 C 0 d 0 C3 Demolition Plan FILE INFO: PROJECT NO. 07031 PROJECT NAME: Cattle Creek FILE NAME: Demo D-1 m CONNECT 1" WATER SERVICE FROM EXISTING SETBACK NO'.1_!.:., • CISTERN TO PROPOSED UTILITY ROOM OF THE CAI. AB30Fi'iION BE) NOTES I \ - ; MANAGERS UNIT. CISTERN TO BE PUMPED, I q �' 3_� rrrT1 r CLEANED, & DISINFECT PRIOR TO USE. 1. MINIMUM SETBACKS FROM THE ABSORPTION FIELD SHALL 1.INSTALL CHAMBER UNITS IN ACCORDANCE WITH , OR: ;, REVISION - TAP INTO2.ABSORPTION EXISTING GAS MAIN AND CONNECT TO PROPOSED UTILITY ROOM OF THE MANAGERS UNIT ETC eTc� `_ e w BE: MANUFACTURER'S RECOMMENDATIONS. A. WELL (IF INSTALLED)=100' LATERALS SHALL NOT EXCEED 100 -FEET IN LENGTH, SHALL PARALLEL THE TOPOGRAPHY AND SHALL BE B. POTABLE WATER SUPPLY LINE=25' INSTALLED IN A RECTANGULAR PATTERN WHENEVER POSSIBLE. 1000 GALLON C. DWELLING=20' 3. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SEPTIC TANK D. PROPERTY LINES/IRRIGATION LATERALS=10' ANY SOIL SMEARS INCURRED DURING THE EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO REPLACE E. SEPTIC TANK=6' REMOVE THE EX. YARD THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE. F. PONDS WATER COURSES=50' /#K HYDRANT & WATER LINE / G. DRY GULCHES=25 4.ORAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE DROP CONNECTION TO EXISTING,; RUNOFF FROM ENTERING ABSORPTION AREA. r .- •��� )l••, �,, A, .`.�� ;, �' r -, '` ,. `:..�� . L..) „... ��-_- - I • '`° F' a 4� wo ;..•., i 1 -- Higy PROPOSED e.• �' POWER POLE AND RUN AN 2. MINIMUM SETBACKS FROM THE SEPTIC TANK SHALL BE: , UNDERGROUND CONDUIT TO UTILITY 5.N0 EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES ROOM OF THE PROPOSED MANAGERS UNIT A. WELL=50' OVER THE ABSORPTION AREA IS STRICTLY PROHIBITED. B. POTABLE WATER SUPPLY LINE=10' , Vit., '� r'; •_ ""'" ! i; Y82 ,K, 1 ` I f l� it MANAGER'S UNIT C, DWELLING=5' 6.UNSUITABLE MATERIAL EXISTING WITHfN THE FIELD SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE• SELECT OR PIT -RUN MATERIAL. THE ENGINEER SHALL BE CONTACTED IF UNSUITABLE MATERIAL IS ENCOUNTERED.,\5•:',:N.- 0. PROPERTY UNES/IRRIGAION LATERALS=10'• �' ""�' - E. PONDS/WATER COURSES -50' 1NI SAP \� F. DRY GULCHES=10' 7.TOPSOIL COVER MAY BE VARIED (1 -FOOT MINIMUM) TO ALLOW FOR LANDSCAPING. SCALE: r•=,00aa INSTALL A ° • 4"0 SCH. CLEANOUT _ 40 PVC 40 - - p 20 GRAPHIC 40 SCALE 80 Iso III DES•: Id J NO. 1 DATE ® %\1 eSEWER \ ( 1 ^-- - Z i • _ _ , ` saw• • D\ c N 1 \ ,,, CLEANOUT ON ALL SEWER LINE ( IN FEET ) " .p.•.. ELBOWS (TYP.) 1 inch = 40 2t. IFTERLINE WATERLINE A S STILL ISEMENT, N USE DETERMINE AND RELOCATE AS SHOWN IF IT \IS SILL OPERATIONAL OTHERWISE ABANDONED LINE -t fQ r V Ill DATE: 4/10/08 -- r`t'yz0 SEE SHEET MU -2 J FOR STORM SEWER >4 ' tJ ` �� 7C - " 'T7 - _, - - !� DESIGN f 0 Tn 1 CAP THE y it O _ EXISTING WATER \ / ToPROVIDE5.5' OF SERVICE0 w COVER WHILE / MAINTAINING POSITIVE SLOPE TO SEPTIC ` �_ COU �o w Nry w �� �� \ r�o- � ROAD 113 Uopndaries nlimited, Inc. Consulting & Civil Engineers 823 Blake Avenue, Ste. 102 Glenwood Springs, CO 816011 tele: 970245.5252 fax: 970.384.2833 - , ` UNITS (10X3 i t �_ II .` 1 - ''R Carbondale, Colorado Coggins -Stewart Construction Cattle Creek Storage 1175 County Road 154 Civil Construction Set Glenwood Springs, CO 81601 Utility Plan 970.920.0796 -.UC-Y. --aO-YR :1":�-',r----i`, a^ssa ' n �` �o `\ • 1 a Y \\ w rp` 1 \ 1.1 \ w / \ r00: \ NSTALL INFILTRATOR QUICK4 \\� rao-r\'''''''•.:.',„•,. , ` � UNITS INA BED If:A �� ` CONFIGURATION. THE BOTTOM \ \ ` \w� \ ONNECT OF THE BED SHALL BE LEVEL, �„ Too- BACK TO - — - WHILE MAINTAINING AN rA \ - Y r ELEVATION ABOVE THE BASE '% cy EXISTING FLOOD ELEVATION OF 6014' WATER UNE & MAINTAING THE MIN. COVER \ _�� REQUIRED. SEE THE OTHER \ �� 100 -YR 100 YR— -�� 100 -YR NOTES FOR ADDITIONAL PROPOSED \ •�� 100-yR INFORMATION AND 100-YR�.�_ REQUIREMENTS. FLOOD PLAIN Cattle Creek \ \ \\`\ 1jC YR CATTLE CREEK FLOODWAY ` \ \ (DO NOT GRADE 1N THIS AREA) - — — _ 4 100 -YR \ / \ - DIST \ / '�. �. 100 -YR • • EEry,. • \ '• ' _ ‘%‘...f SSION* i ® ��pp\y, \yam / SYSTEM NOTES ATTACH REMOVABLE CAP OR DISTRIBUTION LATERAL THREADED CLEANOUT ASSEMBLY. (BOTH ENOS) INSPECTION PORT INSTALL MARKER IF CAP IS TO BE BURIEO. (•) a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY 5 UNITS NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN ISDS/ISTS PERMIT. A PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. THE ENGINEER MUST OBSERVE THE CONSTRUCTION OF THE SYSTEM BEFORE BACKFILL E IM in 01 AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BY THE OFFICIALS. A REQUEST FOR INSPECTION MUST BE MADE BY THE CONTRACTOR AT LEAST 48 -HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING. 2.PEMAND CALCULATIONS: 2 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY + 5 WATER CLOSET * 24.8 GALLONS/DAY AVERAGE DAILY FLOW=424 GPD• DETAIL DESIGN FLOW=1.5*AVERAGE=636 GPD (Q) 1 4"a PVC SOLJD PIPE CUT TO FIT \ROM `�� 4'0 COUPLING (UNION UTTANK USE SAW TO CUT OAT SEPTIC 1_—__—_—__�• ���������� 1 PRE �������1 -MARKED CIRCLEOLE THE CENTER OF THE UNIT INN 10 UNITS ATTACH REMOVABLE CAP OR 4'0 PERFORATED PVC THREADED CLEANOUT ASSEMBLY. PIPE EXTEND PIPE TO '�, FINISH GRADE INSTALL MARKER IF CAP IS TD REST DN BOTTOM OF �. , jr l� INFILTRATOR QUICK4 BED PLAN BE BURIED. DEO /TRENCH •„ NTS.) \4' V V\fr3_BEPTIC TANK CALCULATIONS' INSPECTION PORT DETAIL �.� MINIMUM TOTAL TANK SIZE=Q*1 DAY/24 HRS*30 HRS=795 GPD. Il INSTALL ONE 1000 -GALLON SEPTIC TANK WITH A BAFFLE AND AN EFFLUENT FILTER. 4.ABSORPTION AREA CALCULATIONS: A = Q*SQRT(t) Q=MAXIMUM FLOW 2'X2' CONCRETE RING W/ (N.T.S.) A DIP WATER VALVE CAP 4"0 PVC RISER 5 t=PERC. RATE=35 MPI (FROM NEARBY TESTS) = 636*SQSRT(35) = 753 SF USE OF QUICK4 UNITS TOR N D 40% REDUCTIONAALLOWED (A 451.51SF).ETHEREFORE, AT09.2 S.F./UNIT, 50 UNITS ARE REQUIRED. RECOMMEND 50 UNITS IN 5X10 BED CONFIGURATION. 3 ,I14 REBAR TIE DOWNS 5.A PERCOLATION TEST SHALL BE PERFORMED IN THE FIELD AREA AND REPORTED TO THE ENGINEER FOR VERIFICATION OF THIS DESIGN PRIOR TO CONSTRUCTION. 6.A CLEANOUT IS REQUIRED AT THE HOUSE WITH A WYE SWEEP INSTALLED FOR CLEANING THE UPSTREAM PIPE. •-..=.7 a" PVC WYE •� ' I 4"0 45• BEND Mill (I FLPW' 4"0 SEWER UNE MODIFIED CLEAN OUT DETAIL I (N.T.S.) CONCRETE 4• scH. 40 PVC TO THE ABSORPTION UD Fla . ESTABLISH VEGETATIVE >� CONCRETE a COVER ;ACKFHI MTH NATIVE MATERIAL UO 1 Weatt 'I��`+ �� �+ �%,Z'J %wv 'a- ' 2 2-#4 REBAR 7.TNE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT FILE INFO: PROJECT N0. 07031 PROJECT NAME: Cattle Creek FILE NAME: ISDS-I 12 INFILTRATOR QUICK4 (TMP) 36" MIN. AX• 1 THE SYSTEM TO PREVENT INFILTRATION. , TANK ANCHORAGE T III� ' O O O H. 12' -F 1 1 I I I 2" AIR VENT 1.5 C.Y. CONCRETE B.INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED BLOCK EACH SIDE OF IF CAPS ARE TO BE BURIED. THE TANK (MAY BE PRECAST OR 9.BLUEBOARD INSULATION IS REQUIRED OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 6014.0' MIN 1=111=1=IIF —f 1I -I I' I CAST IN PLACE) FEET. 22" TMP. =1 "I=f - " 5.0 ONE (1) INCH OF BLUEBOARD SHOULD BE USED PER ONE (1) FOOT OF COVER NEEDED TO MEET I-- FlT L THE MINIMUM EQUIVALENT OF EARTH COVER. - - nA U4PLAN 'r' 10. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG VIEW SECTION VIEW AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. I�r-------__ w 0 w r 76,e6 FTc 7 frie. --% 6(33• • 1.; 0 \ r k ' �� B \ 4.0 120' ZURN TRENC DRAIN: 28C16 •:. -- ROU - 609 (INC,EUDING "N" SECTIONS) . 1 . ZURN TRENCH DRAIN: Z806-1001 THROUGH 1010 (INCLUDING "N" SECTIONS) 1n. -amu Ipp_ CO% �� _ STORM MANHOLE W/ GRATE LID & A BMP, INC. SNOUT (24R) & OIL BOOM (082116) RIM=7015.5 11:7010.45 (1-24'0) 10:7010.25 (24"0) N 54.42 E 11886.2 CATTLE FLOOD Cattle Creek NYLOPLAST CURB INLET RIM EL: 6029 10; 017.77 Q NYLOPLAST 18" H-25 DRAIN N 6017.77 E 11712.58 BASIN W/ SOLID LID RIM: 33.10 11: 25.57 10: 25.37 N 6021.46 E 11755.59 N . 18"X10"0 WYE 6 N E 1518.21 188 • ... '-'-..,,,, V A \\ NYLOPLAST �, " BASIN W/ SOLD (1) 18 X1Q 0 WYE 30 24" H-25 DRAIN LID 18"0 TEE W/ 10"0 REDUCER NN 811. 06 E 12094.55 - C SYSTE 1pH -� INV:18.69 e Cp p _ 7N 'p9 �3p 7� TEE W/ 10"0 INV:UCER 23 A ZURN TRENC DRAIN: Z806-1001 THROUGH 1010 1 (INCLUDING "N" r0' 0 SECTIONS) Cq L �� IQ.. ; ` •pg3p \ \ W/ 10"0\ \ ZURN TRENC GRAPHIC 0 15 30 SCALE 60 120 / 10 0 YR �+ -' `r * V AyV��L`� ''�L V/,C,,-.:471, / 4+` F •, o� w�• ^• : T. .� 371 10 j0: • „. `�.1-1-ST,;-,.-C-`;'7-r- -' I m 1111 REVISION ° � �� LD I 0 W1 0 X %) \ 4 y LJ SLOPE DRAINAGE PIPE TO 0.5 ABOVE FINISH GRADE ON OUTFALL, PROVIDE SPLASH PAD OR SIMILARINV:20.8• rn -ri(INCLUDING i� 0 Z130' ^P G, rn X O • ❑ SLOPE DRAINAGE PIPE® TO 0.5' ABOVE FINISH GRADE ON OUTFALL, PROVIDE SPLASH PAD OR SIMILAR 75 0 1 t 1RVy yp w W EI ETC -----ECC---- C�� ° " m-�=.-� T. 43LF 19 CPP© EN ------ ���- 60l° 130' 4E ND SYSTEM ZURN TRENC INV:19.66 DRAIN: Z806--1001 _ - -- - - - 11610.72 - --T 0tOW 1_10 "N" SECTIONS) 130' ND SYSTEM ZURN TRENCH INV:17.76 DRAIN: Z806-1001 E 11618.2 5 THROUGH 1010 (INCLUDING N SECTIONS) � 1 �� 10"0 90' BEND N 5694.26. E 12326.95 8 Cpp 130 r, 7 Og END SYSTE INV: 18.69 5694.26 E 12326.95 Z806 101 D SYSTEM 1 a oe E 12298.` \ ZURN TRENCH DRAIN. 2806-1006 1111RQUGH 610 (INCLUDING s'IN` SECTIONS) �0 ` ( IN FEET ) inch = 30 ft. CpV r ` 9:10. 1 ZURN TRENCH DRAIN: -1002N THROUGHZURN 1010 INCLUDING "N" ( SECTIONS) 100 -YR ., \ \ \ / / 19°410 '1 4y `L.� 0 _ 70, 100-Yf� .--'' / DATE I II Vi `� 823 Blake Avenue, Ste. 102111DATE: 440/08 Gianurnnd snrinos CO R1601111 101110 Consulting & Civil Engineers III C ,.yx RIM:19.20 INV:14.53 k1:14.52 .� \ N 5884.39 10:14.32 y- \ E 11948.32 N 5878.65 END SYSTE �\ E 11958.38 c;�Z'`' \ N 59 -• 45,ry n N - .1:559.23 t - -. Op , gp ,1rx0 ° - s°�,O " ��, 10 90' BEN, 3e', " 602, 4� END SYSTE IN 582.53 E 11876.67 .6t )$ ZURN TRENCH DRAIN: c\,G 973 Cps' Z806-2008 THROUGH 1010 4 p (OMIT "N" SECTION) h" I,Qt. 24"X18"0 TEE INV:13.67 N 5621.144 ' E 11926.02 ZURN TRENCH DRAIN. ° Z806-1001 THROUGH 1010 h (INCLUDING "N" SE IONS) _ f- do END (1) 24"X18"0 TEE 60 ¢ �-'- 0/ ILL" %!a INV:10.67 768.05® E 5189799 �1p0'�*�� ria 73 ' ° �, CpP � ` • JQ 1� y� \ZZUIRN Coggins -Stewart Construction 1175 County Road 154 Glenwood Springs, CO 81601 970.920.0796 Carbondale, Colorado Cattle Creek Commercial Park Civil Construction Set Stormsewer Drainage Plan '100-Y ' CATTLE CREEK 100 -YR FLOODPLAIN TRENCH DRAIN: �BGI�-1001 THROUGH (INCLUDING "W.-. SECTIONS) \ \ tO? .NQ SYSTEM 78 114\/.08.09 p N 574945 E 12064.61 \ Og ", TEE sola RED -� �► INV:12.10 1 END SYSTEMS INV:14.76 N 5701.58 12024.96 �� ."0 RIPRAP TO 5' \ BELOW TOE OF SLOPE (4'WEDE X 35' LONG) �_ �NJ TRENCH •�•' CREEK DRATHROUGHIN: -10 0 1001 WAY (INCLUDING "N" SECTIONS) ZURN TRENCH DRAIN: Z806-1001 1010 (INCLUDING "N" URN TRENC •: DRAIN: 2806--1001 DRATHROU06-10100 THROUGH 1010 (INCLUDING "Itl" (INC \ "� LUDING "N" SECTIONS) \ �,� SECTIONS ) 7 4 •` app a. ©1 p ` 7p r \ ` Opp do, T • \ ZURN TRENCH •r, Og e: DRAIN: -.780.-1001 `'A= _ THROUGH -1-0,1 10 4 "N � ( ` � SECTIONS) \ \ \ ` IDry r3 . \ Cpp \ \ • N. ZURN TRENCH \ \ DRAIN: Z806-1001 END SYSTEM THROUGH 1010 INV:14.76 (INCLUDING "N" N 5588.29 SECTIONS) 12258.98 \ \ \ ZURN TRENCH DRAIN: Z806-1005 THROUGH 1010 (INCLUDING "N" SECTIONS) SECTIONS) ^_ \ -__.. mm.m.. FILE INFO: PROJECT NO. 07031 PROJECT NAME: Cattle Creek FILE NAME: MU -01 MU -2 1+00 2+00 3+00 4+00 5+00 6+00 ACCESS WAY PROFILE SCALE: V=10' H=20' 0 0 0 0 0 0 0 o 0 0 0 0 0 0, 0253 ^� i \ , 3X0 rye. 6023 •0 `. F .------. / ilr NN",.. N. �� !� 1 �� '- r �^ 0424 N. �� — r^ r r r �� r 603 ^� AX E N: , ■l 'N/P0 1,0 6021 _- �-- �. \\ e O\--.6020 2 m O 0 \ - .1.. \ ___------ �� 7 ass C' v- 6419 �� 61,00 GO a. 10 0 - YR ---......4., oog/'l ; • - —J– Elo 0 --ij II N P9 O H .. J NORTH EX -G O 09 6037.9 6034.09 MATCH 'u��1?r °Fq•,•o��lh O G� .I 2 _,c_-• ';" .1 fl$tib . 6033.0 6030.09 6028.1 6026.09 t-' tzi > H n n$ 6025.2. 6022.42 6025.2 6020.62 6022.7 6019.41 6019.2 PR EL 6019.27 cn + 0 0 `2R1 �co 0 TO SHEET PP -2 6017.7 EX EL 6019.47 6015.6 6019.67 0 6012.4 6019.87 „ 6013.5 6020.08 Fn1 c n 55s:c•YY � a ' • 1 y �. it 4.1,•••' a: •:1<SVCS. Tt i m a m 0 o F g n Ti m z m $ m • 0 Carbondale, Colorado Cattle Creek Storage g Civil Construction Set Plan & Profile Sheet Coggins -Stewart Construction 1175 County Road 154 Glenwood Springs, CO 81601823 970.920.0796 qiund I•R.: n iml#e Consulting frisstake Glenwood Springs, tele: 970.945.5252 fax: ries DES.: Icf NO. DATE REVISION BY , Inc.enc. Icf la & Civil Engineers Avenue, Ste. 102 CO 81601 CK.: djw DATE 4/10/08 970.384.2833 O+o CA -,-; �1 6042.72 / .N o 1 0 o O 1 6076, 1,00a v \ 10C -YR •O_ YR ,yR 6015 it* it pC 1 707, -Q ��� /// / ` ol'' \ NORTH .. ..0 �z 11 '] 0 4/ _Z � U) -0 = O M M iq D n m EVCS: 11+11.32/ GRAPHIC SCALE 0 0 10 20 40 8 EVCE: 6(340.50 rn b rA -' BVCS:11+33.03 z z -00z PV1S: 11+63.8 BVCE: 6041.80 +ocn 00 CS:11+63.03 . S _.o noop Vo 6042.0 6042.0 EVCE: 6043.30 PVIE: 6043.33 • - m 0 , .-,.. cot',., V n.� O ..,:i \-......,11 , 2i3i ,-' ' 9 m a) rn rn rn w rnw 0 0 o v o a 1 IV* 13 -0 N -n -um m m� o m 3z m c o $ E Q n r Q 2 m 1 0 7n FP o Carbondale, Colorado Cattle Creek Storage Civil Construction Set Plan & Profile Sheet Coggins -Stewart Construction 1175 County Road 154Uniill Glenwood Springs, CO 81601 970.920.0796 ... .. ,Inc. tele: 970.945.5252 Bo!ldaries l�imtel Engineers g' 823 Blake Avenue, Ste. 102 Glenwood Springs, Co 81601 fax: 970,384.2833 DES.: id NO. DATE REVISION BY DR.: Icf CK.: djw DATE 4/10/08 w TOE OF FILL END BALES TO REVEGETATION PROs OU[ m 4'X6' OF 9"0 STAKES NOMINAL RIPRAP / 2"x2"x3' / / EROSION BALES BE KEYED INTO FILL SLOPE D FLOW D 1 I A # p p 0 A 1-EXISTING EXISTING GRADE - LINE ALL SWALES WITH GRADE FLOWUNE GRADES EXCEEDING 69; WITH NORTH AMERICAN nJIr GREEN S0250 OR ENGINEER ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REVEGETATED ACCORDING TO THE FOLLOWING CRITERIA. DURING CONSTRUCTION, EROSION WHICH MAY POSE A THREAT TO SURROUNDING PROPERTIES OR WATERWAYS WILL BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED Z 0 N 5 ��e ' POINT 8 I + I I 0 { / yJt IS �� •� RUN�OFF o " FILTERED RUNOFF CULVERT I` POINT A p ATP FI 7p A \\ �pNk 90o WETLANDS OR FEATURE p � THAT NEEDS PROTECTION APPROVED EQUAL. ����I� ' , '1 NECESSARY TO COMPLY WITH THE N.P.D.E.S. 1 ����•• ���� I ''i'13'Z 1''THE REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. �/s� el ''°I� ` p �` NOPTE:SI3 itiglOr ��THESE 4 COMPAGTED EROSION CONTROL MEASURES ARE AIMED AT CONTROLLING CONFINING SEDIMENT WITHIN OR NEAR THE AREA OF DISTURBANCE. THE LONG TERM STABIUTY OF AREAS WILL DEPEND ON THE ESTABLISHMENT OF APPROPRIATE GROUND / ea ' • le / O ' " (2 OOD MINIMUM)" p .•. (,' .v,.,... ° °" �� . �: ° ON SITE SEE THE GRADING, DRAINAGE AND CLAY MATERIAL EROSION CONTROL SHEET FOR SWALE DEPTHS TYPICAL DRAINAGE CHANNEL/SWALE SECTION COVER VEGETATION. THE PRIMARY GOAL OF THE REVEGETATION EFFORT IS TO PROTECT WA1ER QUALITY WHICH WILL REQUIRE A STURDY GROUND COVER AS SOON A5 POSSIBLE.\'s FOLLOWING ARE STANDARDS WHICH HAVE BEEN ESTABLISHED FOR REVEGETATION APPLICATION TECHNIQUES: 1. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE-SPREAD PRIOR TO REVEGETATION. TOPSOIL SHOULD NOT BE RE-SPREAD ON AREAS OF THE SITE PROPOSED FOR ���/ /7/2 ENTRENCH 3" : I . .o ° SECTION A-A/ PLAN VIEW EROSION LOG USE 2 PINE STARES 1 1/2' 11/2' 12' AT AL �' 4_' 9 --'-� - / ENARE TO BE TRENCHEERSION D 4 INCHES INTO TIGHTLY ABUTTING WITH NO THE SOIL, POINT A A /����;• x x EROSION LOG ENDS OR JOINTS, OTHERWISE SEDIMENT REMOVAL SHALL BE PERFORMED USUEA STAKE EVERY 24 ALTERNATE ORIENTATION ITHROUGHOUTN. AND UE CONTINUOUSLY FOR PROPER FUNCTION. THE LENGTH OFTHEEROSION LOC. �: GAPS, STAKED AND BACKFILLED AROUND THE ENTIRE OUTSIDE PERIMETER. ;;.,,±•ti �.;•.------____________ :;+:•: 0.$0 •-POINT B PLAN VIEW (N.T.S.) FUTURE BUILDING. THE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDITION WHICH MAXIMIZES MOISTURE W < 0 PLAN VIEW �PO1M j �. i CULVERT EROSION BALE INLET PROTECTION EROSION LOC POINTS A MUST BE HIGHER THAN POINT 8 /� ,, . ..-18" EROSION LOG ENTRENCH 3" W �e�,I _ v:,;.: '•- .-'--r:. c- ,• . - SECTION B-B EROSION LOG ENTRENCH MBA 3' ;� EMBANKMENT ;�"'' N •c'`" „• :--.. • RETENTION ON THE SLOPE. ALL STOCKPILES TO REMAIN FOR A PERIOD GREATER THAN 90 DAYS SHALL BE REVEGETATED IN ACCORDANCE WITH THESE PROCEDURES. ALL STOCKPILES SHALL BE REMOVED OR RE-SPREAD PRIOR TO RECORDING OF THE FINAL PLAT- 2. WHERE SLOPE ALLOWS, SEED SHALL BE DRILLED OR OTHERWISE MECHANICALLY INCORPORATED INTO THE SOIL ("FARMED"). WHERE STEEPNESS OF SLOPE RESTRICTS EQUIPMENT ACCESS, SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPUED MULCH OR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITH A HYDRAULICALLY APPLIED TACKIFIER. 3. SLOPES WITH GRADIENTS OF 2:1 OR STEEPER SHALL BE \--)_= BALES EMBEDDED 1 _.=s, Z /• 4" �- 0 SEDIMENT REMOVAL SHALL BE PERFORMED SECTION D-D ___ .■ TO 6" CULVERT OUTLET PROTECTION CONTINUOUSLY FOR PROPER FUNCTION. EROSION BALES TYPICAL STAKING PATTERN -�. , 'ON . VARIABLE ARIATHEIGHT . 2.47" t �4"-18• VARIABLE 3 a •• o o Y 0 0 U Make Avenue, Ste. 102 I� DATE 440/08 ood Springs, CO 81601 52 fax: 970.384.2833 *(' OVERALL (N.T.S.) (N.T.S.) } •(1) ADAPTERS CAN BE MOUNTED ON 1 1111 HEIGHT 121 ANY ANGLEG°TO359° TO DETERMINE I�l��f } ERS Ri HYDRAULICALLY SEEDED, STRAW MULCHED AND PROTECTED BY FLOW 16" x 18 x 36" CURB ENO SMINIMUMEE :NGNDETWEE10-013 SEE DFAw:fVGNO7001-110Ot3 DUCTILE IRON 8"GRAINBAStty 6" MIN. J 4 PLACEMENT OF EROSION BLANKET (JUTE, EXCELSIOR OR SIMILAR ORGANIC PRODUCT). STRAW TACKIFIER IS NOT REQUIRED WHEN EROSION BLANKET IS USED. STAKE (2' X 2" NOMINAL) EXCAVATE THE TRENCH, TYPICAL EROSION BALES FRAME GRATE AND • B 4. THE EXPOSED SLOPE WOULD BE PREPARED WITH MINI BENCHES. TOPSOIL WOULD THEN BE SPREAD OVER THE SLOPE, SEEDED AND g• ours arses imited, Inc. lilting & Civil Engineers PLACE AND STAKE 0 0 n ❑ ❑ o O NIB COVERED WITH STRAW. EROSION CONTROL BLANKET WOULD THEN BE TACKED INTO THE HILLSIDE COVERING ALL THE SEEDING. IF EROSION BALES. WEDGE LOOSE %N �' ��,wr���� 0 ❑ 6' TRANSfnoN \ \ INLET OUTLET ADAPTERS AND -�{ I 24" 1 �' EXISTING MOISTURE CONDITIONS INDICATE THE REQUIREMENT FOR IRRIGATION, THEN EITHER DRIP IRRIGATION OR MINI-SPRAY STRAW BETWEEN AVAILABLE BALES BACKFILL MATERIAL ♦ Mr 4' iHRU 24' 3.04" IRRIGATION WOULD BE USED. 5. REVEGETATION WILL BE CONSIDERED SUCCESSFUL WHEN THE CONTRACTOR (COMPACT SOIL 10 II FLOW PREVENT PIPING) % ' E 1` �I VARIABLE VARIABLE EROSION LOG HAS ESTABUSHED A DESIRABLE PERENNIAL VEGETATION (SEED MIX) BY THE END OF THE SECOND GROWING SEASON SUFFICIENT IN COVER AND CAPABLE OF RENEWING ITSELF TO ADVANCE TO THE ACCEPTABLE STAGE ♦ p� fU� NVERT ♦ POINT A ha * POINT A CURB END III III HEIGHT 4"-24" OVERALL HEIGHT (2) ggins-Stewart Construction 1111 1175 County Road 154 cons mwood Springs, CO 81601 823 8 970.920.0796 Glenw tele: 970.945.52 * PLAN VIEW OF REVEGETATION AND THE DISTURBED AREA IS CONSIDERED STABILIZED BALE WIDTH ♦ * POINT B jj I EROSION LOG INLET PROTECTION AND EROSION CONTROLLED- On (N.T.S.) �� ./11%/4% , ` �Z17,4011,..°4441. ! ♦ r t ■t ♦ ��� 6" MIN. _41f VARIOUS TYPES OF OUTLETS WITH -,_____J_CULVERT // ���n ��t�►• • WATERTIGHT ADAPTERS FOR: ADS EROSION LOG DETAIL barna( PLS LB/ACRE COIdMON �M> •�nisna l�i� N-12, SDR -35 SEWER ,SCHEDULE 40 �* DWV, CORRUGATED PVC, RIBBED WC 6 MIN. / \ c* . ' � NOTE SEE PAVING DETAIL &'TRENCH 24` DRA!V RECOMMENDED OVERALL HEIGHT 10' BASIN SCIENTIFIC NAME NAME VARIETY SEEQIN�AT): (N.T.S.) GRASSES I' SECTION A-A * POINTS A MUST BE HIGHER THAN POINT B SAWCUT UNE DETAIL FOR ASPHALT AND BASE INFORMATION. 1. ALL BASES SHALL BE CAST IN PLACE OR PRECAST; USE #4 REBAR ON 12" C-C BOTH WAYS IN POURED BASES. 2. JOINT TO BE LOCATED ON EACH SIDE OF ALL MANHOLES, MAXIMUM OF 24" FROM INSIDE FACE. SPECLFlCATIONSWATER MANUFACTURE'5EXPANDABLE 3 STOPEORVSPECBAL SLE LEEVE IPE AS PER MANUFACTURE, 4. USE RUB-R-NEK PREFORMED GASKET (2 LAYERS) OR GROUT IN PLACE BETWEEN ALL BOTTOM SECTION, BARREL SECTIONS, CONCRETE GRADE RINGS, AND TOP CASTINGS. 5 MATERIALSWITH LESS OTHAN N3"O SIZE, CLASS 6 AGGREGATE OR NATIVE AGROPYRON SMITHII WESTERN WHEATGRASS ARRIBA 4 AGROPYRON TRACHYCAULUM SLENDER WHEATGRASS PRIMAR 4 FESTUCA IDAHOENSIS IDAHO FESCUE JOSEPH 2 FESTUCA RUBRA RED FESCUE 2 KOELERIA MACRANTHA JUNEGRASS 1 ORYZOPSIS HYMENOIDES INDIAN RICEGRASS 1 POA SANDBERGII SANDBERG BLUEGRASS CANBAR 2 SITANION HYSTRIX SQUIRRELTAIL 1 STIPA VIRIDULA GREEN NEEDLEGRASS LODORM 2 FORDS ACHILLEA IANULOSA WESTERN YARROW 1/8 BALSAMORHIZA SAGITTATA ARROWLEAF BALSAMROOT 1/4 LUPINUS ARGENTEUS BLUE LUPINE 1/4 SPHAERALCEA COCCINEA SCARLET GLOBEMALLOW 1/4 BPJ FS MUST BE TIGHTLY O BAJ HOLYSNOTES: ABUTTING WITH NO TWINE/WIRE EROSION L =DISTANCE BALE ARE SUCH OF EQUAL ELEVATION THAT POINTS C AND D ASFSHALi ,�w r ASP AL �ij NYLOPLAST DRAIN BASIN SAKE ANDN !TRENCHED PLO L ibip 00 I EXISTING 12' HEW BASE EROSIONDE �� BAE 00 O• 00 00 (N.T.S.) SEDNENT REMOVAL SHALL BE PERFORMED t POINT C POINT D CONTINUOUSLY FOR PROPER FUNCTION. �+L�INE/WIRE7 Alipir 1 EROSION BALE �����/��/��/��/��/��/��/� RUNOFF FILTERED RUNOFT� NIT! SA UNE 1�1 r1C G' '111 !/�> ~-1-'4 REMOVE ACCUMULATED SAWCUT DETAIL } 12" MIN. MHALF REACHES 1 r \ \ 4 "MIN, ONE OF EXPO ED (N.T.S.) ' A '� 30" � / BALE HEIGHT \/j '�� \N 6. PRECAST RINGS OR METAL RISER RING COURSE SHALL BE UTIUZED WHERE REQUIRED WITH 2 COURSES MINIMUM AND 12 COURSES MAXIMUM @MP. INC, SNOUT NOTES: [O () EROSION BALES TRENCHING AND STAKING CHANNEL PROFILE 6" WIDE MARKER TAPE 24" MIN. Garfield County, Colorado Cattle Creek Commercial Park Civil Construction Set Road, Drainage and Erosion Control Details (2 MINIMUM, 12" MAXIMUM HEIGHT). 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUAUTY 7. GRADE ADJUSTMENT AS FOLLOWS; GREATER THAN, OR EQUAL TO, 1 FT, STRUCTURES SHALL BE AS MANUFACTURED BY: CONCRETE BARREL SECTIONS; LESS THAN 1 FOOT, CONCRETE OR METAL BEST MANAGEMENT PRODUCTS, INC. GRADE RINGS. 53 MT. ARCHER RD. 8. FINISH GRADE AS FOLLOWS; WITH ASPHALT OR CONCRETE PAVEMENTS LYME, CT 06371 (860) 434-0277, (860) 434-3195 FAX -1/4". TOLL FREE: (800) 504-8008 OR (888) 354-7585 9. SET EACH RING IN A FULL BED OF MORTAR AND GROUT ALL INSIDE WEB SITE: www.bestmp.comED JOINTS. OR PRE-APPROVED EQUAL 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED 10. MANHOLE BARREL MINIMUM INSIDE DIAMETER SHALL BE 4'-0"- RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A 0.125" LAMINATE THICKNESS (N.T.S.) " 1' 6" - TRACER WIRE 48" MAX. SPACING BETWEEN EROSION BALES " 4 • (N.T.S.) 1 1Yz"R ANCHORED IN TRENCH AND w a - 2„ GAS 12" MIN. ELECTRIC CABLE `�� _ TELEPHONE 5' 10' �I FIRMLY AITACHEp ° 6" MIN. � 2% CROSS SLOPE (TYP) MAX.SILT POST 2 X 2.----.) (" FENCE FABRIC a Q °..►������ t TOWARDS THE ROAD 24"TO NOMINAL)° POST I , ° Wilk sil WITH A GROOMED FINISH 1-#4 REBAR CONIINOUS SILT FABRIC MIN, ° ° ��•-��� ���►��� 2" CLEARENCE FROM TOP. STAPLED TO lL d ° ,'" a _ y 6" SELECT BACKFILL ►��� A� �� i ��1MINIMUM A. ����,��� 11. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS CO. NO. 126538. PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS (SEE CONFIGURATION DETAIL) 12. PRECAST SECTIONS TO CONFORM TO ASTM C-478. 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION. 13. PIPE GASKET REQUIRED AT MANHOLE WALL. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A ALL CAST-EN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. STRENGTH OF 3000 PSI. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" ANDA MAXIMUM OF 24" ACCORDING TO STRUCTURE FRAME & MANHOLE GRATE 7. THESURFACEOF THE STRUCTURE WHERE THE HOOD IS MOUNTED POSTS " 6 x 6" 2' p^ 24° TRENCH UTILITY TRENCH DETAILDRAWN. 4000 PSI CONCRETE MIN 1 kFtow (N.T.S.) I CLASS 6" F^•- 8" 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR14- COMPACTED BACKFILL MIN" 1 STANDARD CURB SILT FENCE 18" I STRIP ALL TOPSOIL SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% FABRIC r ANCHORED I ?II_,:�, MIN. v (N.T.S.) STANDARD PROCTOR. CONCRETE SIDEWALK TRENCH AND .- ATTACHED TRENCH <04,RECESS SILT FENCE PER NOTES °O SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL ASPHALT WITH 3/B' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) FIRMLYTOPOST�N-I'��-' 6" x 6" (N.T.S.) SEDIMENT CONTROL FENCE I I JOINT SEALANT - JOINT SEALANT -i - L �/4• �T� N" 3/T 6" SEE PIANS FOR WIDTH N.T-S. (N.T.S.) s I - SLOPE 1 " PER FOOT /4 % ��/ 9.MANUFACTURER SUPPLIEDINSTALLATION SHALL BE FURNISHED i x i o BASE COURSE INSTALLATIOS N KIT. INSTALLATION KIT �� o SHALL INCLUDE: FS fs 1" MIN. 1 /4 $ 3/16" r 4' r ! ° A. INSTALLATION INSTRUCTIONS __El T• % 3/4" MIN. i• " B MAX. ac 3 REINFORCED CONCRETE B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER r GRADE RINGS (MIN.) WITH 6" C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA T/3 1 r , .•,. NOTE: I A TOOLED JOINT IS REQUIRED WHEN CURB & GUTTERTHECURB&SIDEWALKAREPOURED24" rt WALL BACKING -9-24"It IgCg=CAST STEEL BOLTS IRON GRATETWHERE END CAP intifiHirirRniudiii 1 /2" 0 BACKER OD 3/s" m REQ'D. SEPARATELY OR MONOLfTHICALLY.CASTIRON BACKER foD CONCRETE SIDdVALK OR ALUM.D.3/8"STAINLESS L MANHOLE E. ANCHOR SHIELDS f .E1=CLOSED o OVER SHELF NSVERTICALN ` ^s. r, UNE AT 15" o-c- MAX. L. rf r E6=6"NO-HUB END OUTLET • RC=REBAR CLIP ASSEMBLY AT 1 ' ECCENTRIC CONE .'; S �. I `SEAL •SHALL BE 0.4T FOR LONGITUDINAL JOINTS © CONSTRUCTION JOINT INSTALL HEAT TAPE IN THE FLOWLINErillR • III ■ ■ ALONG TRANSVERSE 1 /4" SLABS 14 FEET OR GREATER IN WIDTH- • • ? o (ASTM-C 478)REINFORCEMENT I ° �� o. •.•_, •,.•'. FLEXIBLE PLASTIC SEALING 1 /2" SAWED JOINT 1/4" ) CONTRACTION JOINT BELOW SURFACE4"MIN. ., .,,� --•- -� (RAM-NEK) AT FOAM GASKET Wr • BOTH -+-(TRANSVERSE I WEAKENED s f SIDES 6" PLANE JOINT} SILICONE J SEALANT j ( I s ,COMPOUND THE TRANSVERSE JOINT IN MONOLITHIC CURB AND GUTTER 12"4'-0" DIA. ALL JOINTS r PSA BACKING TO LENGTH) a o �` (TRIM SHALL BE SAWED TO THE SAME 130' MAX (TRIM TO FIT) T I T TIE BARS 1 lt p MOUNTING 10" TIE BARS 10', IYP. H PREFORMED JOINT # 4 T DEPTH AS THE PAVEMENT. 1 T/2 I �� � y 2°C ANCHOR W/ BOLT FLANGE # 4, 18" CTRS. 1001 1002-1009 INC. 1010 MATERIAL ! 18" CTRS. BOTTOM OF SAW CUT y� J (SEE DETAIL A) [ .5' DETAIL 8 j (D 3 1002N(�, 1004N & ` �+_ > Y INSTALLATION NOTE: PROPOSED CONCRETE • • • • : 6" PROPOSED CONCRETE SYSTEM PROFILE VIEW �) 1•-.-- 3/4" O OA I OUTLET PIPE D ° z v > ' ° ° O POSITION HOOD SUCH THAT BOTTOM FLANGE IS A �- �, >v T DISTANCE OF 1/2 OUTLET t EXPANSION JOINT CONSTRUCTION .° } 112 D • CQ�ICRETL±1O�S i • i • 10 PROPOSED FINISH GRADE -.. . PIPE DIAMETER (MIN.) BELOW I THE PIPE INVERT. MINUMUM i i ( 11 1. CONCRETE SHALL BE CLASS B. 2. FOR ROADWAY SLABS, CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT CONCRETE MORTAR CONCRETE BASE jI Ij i MANHOLE 1.0. + 16" I GASKET DISTANCE FOR PIPES < 12" COMPRESSED I.D. IS 6". BETWEEN HOOD 3 �� "Tr_ o d i = C7 w o AND EXTEND THROUGH THE CURB, GUTTER AND SIDEWALK, IF PRESENT. ♦3- PLACE 1/2 IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN / RADIUS POINTS, 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND FILE INFO: PROJECT NO. 0602$ PROJECT NAME: StoreSmart.NAF FILE NAME: DET-01 r1 AND STRUCTURE DETAIL CAST IN PLACE (3000 PSI MIN.) OR PRECAST BASE " REBAR- #4 CLEARF OC EACHRWAY, 3" FROM GROUND TYPICAL STORM MANHOLE DETAIL WI STORMWATER TREATMENT (SEE DETAIL B) DRILLED HOLE El "� ANCHOR SHIELD EXPANSION NARROW l /. / r,e) 1 STAINLESS BOLT CONE END OUT) SECTION VIEW5. MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER. �+ASE EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. CONCRETE JOINT DETAILS 24" - EXPANSION JOINT MATERIAL SHALL BE 1/2 INCH THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT ZURN Z-806-1001 through 1010-CT 9 10' 1 E1 E8 RC TRENCH DRAIN SURFACE. (N.T.S.) 6. IN SIDEWALKS, EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 90 FF. 7. IN EXTERIOR SLABS, TRAVERSE CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 12 FT. 8. CONCRETE SHALL CONTAIN 1.5 POUNDS PER CUBIC YARD APPROVED POLYPROPYLENE FIBERS AND HAVE A DET-1 1 BMP, INC. SNOUT (18R 24R) (N.T.S.) NOMINAL AGGREGATE SIZE OF 3/8 INCH (N.T.S.) with OIL BOOM (082116)