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Civil Engineering Professionals, Inc. 6080 Enterprise Drive. Casper, Wy 82609 Phone [PHONE REDACTED] Fax [PHONE REDACTED] www.cepi-casper.com RICHARDS STREET IMPROVEMENTS PROjECT NO. 22-069 MARCH, 2024 PROjECT DOCUMENTS fOR FOR INFORMATION ON THIS PROJECT: CIVIL ENGINEERING PROFESSIONALS, INC. 6080 ENTERPRISE DR. CASPER, WYOMING 82609 PHONE 1-[PHONE REDACTED] PROJECT MANAGER JARED FEHRINGER - X619 CITY OF DOUGLAS 101 N FOURTH ST. P.O. BOX 1030 DOUGLAS, WYOMING 82633 ---PAGE BREAK--- NO PARKING Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS GENERAL NOTES 2 31 GENERAL NOTES: BOW MEDICINE RIVERTON MIDWEST KAYCEE 25 GUERNSEY WHEATLAND TORRINGTON SHERIDAN WORLAND GREYBULL LOVELL 90 BUFFALO 90 SUNDANCE GILLETTE GLENROCK SARATOGA 80 EVANSTON LARAMIE ENCAMPMENT CHEYENNE THERMOPOLIS SHOSHONI RIVER GREEN KEMMERER PINEDALE JACKSON LANDER DUBOIS CODY CASPER DOUGLAS PROJECT LOCATION 1. NOTES GIVEN HERE SHALL APPLY TO ALL SHEETS. 2. THE LOCATION OF THE EXISTING UTILITIES AND PIPELINES HAS BEEN SHOWN ON THE DRAWINGS BASED ON "AS-BUILT" MAPS AND LOCATION MAPS PROVIDED BY THE OWNER'S OF THE UTILITIES AND PIPELINES. THE EXACT LOCATION OF THESE FACILITIES MAY NOT BE SHOWN ACCURATELY ON THE DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE UTILITY AND /OR PIPLELINE COMPANIES IN THE AREA OF THE PLANNED WORK AND SECURE EXACT LOCATIONS FOR THOSE FACILITIES. THE CONTRACTOR SHALL REQUEST THE OWNER OF THE UTILITY TO PROVIDE THE NATURE, LOCATION AND ELEVATION OF THE UTILITY AT EACH LOCATION AND AT WHATEVER INTERVAL IS NECESSARY FOR THE WORK. IF THE UTILITY COMPANY CANNOT OR WILL NOT PROVIDE THE INFORMATION, THE CONTRACTOR SHALL OBTAIN THE INFORMATION BY WHATEVER MEANS NECESSARY. FOR EACH LOCATION, THE UTILITY SHALL BE TIED BOTH HORIZONTALLY AND VERTICALLY, BY COORDINATES, TO A DATUM DETERMINED BY THE ENGINEER AND CERTIFIED BY A LICENSED SURVEYOR. THE CONTRACTOR SHALL SHOW THE NATURE, LOCATION AND ELEVATION OF THE UTILITY ON THE ENGINEER'S CONTRACT DRAWINGS AND PROVIDE A COPY OF THE INFORMATION TO THE OWNER. NO TRENCHING OR EXCAVATION OPERATIONS SHALL TAKE PLACE UNTIL ALL UTILITIES HAVE BEEN CONTACTED AND LOCATIONS AND ELEVATIONS OF THE UTILITIES CONFIRMED. 3. OVERHEAD UTILITIES SHOULD BE RECOGNIZED BY THE CONTRACTOR AS A HAZARD. THE CONTRACTOR SHALL ABIDE BY W.S. 37-3-301 AT SEQ., KNOWN AS THE WYOMING HIGH VOLTAGE POWER LINES AND SAFETY RESTRICTIONS ACT BEFORE BEGINNING ANY WORK UNDER OR NEAR THE UTILITY. 4. OWNER TO DETERMINE LOCATIONS OF SIDEWALK AND CURB & GUTTER REMOVAL AND REPLACEMENT IN FIELD DURING CONSTRUCTION. 5. MEGALUGS REQUIRED ON ALL VALVES AND FITTINGS, ALL SIZES. ALL REDUCERS TO BE RESTRAINED TO TEE OR CROSS. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS, LATEST EDITION AND DOUGLAS AMENDMENTS AND SUPPLEMENTS TO THE WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS, LATEST EDITION 7. BASIS OF SURVEY: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 8. REMOVE & RELOCATE/REPLACE EXISTING SIGNS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL/PROTECTION AND REINSTALLATION OF EXISTING STREET SIGNS. 9. CONTRACTOR TO ENSURE MINIMUM 6" COVER FROM BOTTOM OF SUBGRADE TO TOP OF PIPE. 10. ALL AREA DRAINS LOCATED IN PEDESTRIAN TRAVEL PATH TO HAVE GRATES/LID PLACED SO THAT THE LONG SLOTS ARE PERPENDICULAR TO TRAVEL DIRECTION. LEGEND EXISTING WATERLINE W/VALVE PROPOSED WATERLINE W/VALVE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING PROPERTY LINE EXISTING RETAINING WALL PROPOSED RETAINING WALL EXISTING GAS LINE EXISTING UNDERGROUND POWER EXISTING OVERHEAD POWER W/ POLE EXISTING FIRE HYDRANT W/VALVE PROPOSED FIRE HYDRANT W/VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER CLEANOUT FOUND PROPERTY MONUMENT SET PROPERTY MONUMENT PROPOSED ASPHALT REMOVE & REPLACE PROPOSED CONCRETE Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 GENERAL NOTES 3 DETAILS -1 4 DETAILS -2 16 5th Street - 6th Street 17 6th Street - 7th Street 18 7th Street - 8th Street 19 8th Street - 9th Street 20 9th Street - 10th Street 21 10th Street - 11th Street 22 11th Street 23 JACKSON STREET 24 HARRISON STREET 25 VAN BURREN STREET 26 CHEYENNE STREET 27 BANK - BANK 28 MADORA 29 DOMINOS - PIZZA HUT 30 PARK DRIVE 31 YUCCA DRIVE MESA DRIVE SH 5 SH 6 SH 7 SH 8 SH 9 SH 10 SH 11 SH 12 SHT 14 STORM SECTION 1 - STA 1+00 TO 4+50 STORM SECTION 1 - STA 4+50 TO 8+00 STORM SECTION 2 - STA 1+00 TO 4+75 STORM SECTION 2 - STA 4+75 TO 8+25 STORM SECTION 3 - STA 1+00 TO 4+75 STORM SECTION 4 - STA 1+00 TO 5+00 STORM SECTION 4 - STA 5+00 TO 9+00 STORM SECTION 4 - STA 9+00 TO 13+00 STORM SECTION 4 - STA 13+00 TO 15+50 STORM SECTION 5 - STA 1+00 TO 5+25 5 6 7 8 9 10 11 12 13 14 15 SH 13 ---PAGE BREAK--- DETAILS -1 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 3 31 VERTICAL CURB ADA RAMP DETAIL NOT TO SCALE FLARED ADA RAMP DETAIL NOT TO SCALE 10 - GUAGE GALVANIZED STEEL TRUNCATED DOME MAT COLOR: PATINA POWDER COATED BY: TOFTILE OR APPROVAL EQUAL 10 - GUAGE GALVANIZED STEEL TRUNCATED DOME MAT COLOR: PATINA POWDER COATED BY: TOFTILE OR APPROVAL EQUAL TYPE A-1 CURB & GUTTER (AS-NEED) LAY ASPHALTIC CONCRETE PAVEMENT 3 8" HIGHER THAN CONCRETE GUTTER ASPHALTIC CONCRETE PAVEMENT OR PORTLAND CEMENT CONCRETE 6" 1-7/8" 1'-6" 1'-0" 4" GRADING BASE COURSE 10-3/8" 3-5/8" (0.30') 11" R 9" R 18" SIDEWALK SECTION VARIES SLOPE 1 4" PER 1'-0" SLOPE TO STREET 4" GRADING BASE COURSE 5" OF 4000 PSI PORTLAND CEMENT CONCRETE WITH POLYPROPYLENE FIBER REINFORCEMENT NOT TO SCALE NOT TO SCALE 5" 6" 7" 23" 4" SLOPE 1/2"- FT 12" 6" 6" COMPACTED SUBGRADE BASE COURSE GRADING 4" FIBERMESH REINFORCED CONCRETE LAY ASPHALTIC CONCRETE PAVEMENT 3/8" HIGHER THAN CONCRETE GUTTER ASPHALTIC CONCRETE PAVEMENT OR PORTLAND CEMENT CONCRETE 1 2 4 TYPE B CURB & GUTTER NOT TO SCALE 5 3 ---PAGE BREAK--- DETAILS -2 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 4 31 1. MATERIAL COMPACTION SHALL CONFORM TO SECTION 02231. 2. CONTRACTION AND EXPANSION JOINTS SHALL BE AS SHOWN AND CONFORM TO SECTIONS 03251 AND 03340. 3. NO CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM AND GRADE INSPECTION THE CITY CONSTRUCTION DIVISION. 4. CONCRETE SHALL BE 4500 WITH FIBER REINFORCEMENT AND CONFORM TO SECTION 03405. 5. FOR USE IN RETRO-FIT CONSTRUCTION ONLY. 6. THICKNESS OF DRIVE APPROACH AND GUTTER SECTION SHALL BE 6" FOR RESIDENTIAL AND 8" FOR COMMERCIAL DRIVE AND ALLEY APPROACHES THRU THE BACK OF THE SIDEWALK. ED NOTES: SECTION A-A 95% COMPACTED MATERIAL PROPERTY LINE SIDEWALK WIDTH MAY VARY PLAN VIEW 6" THICK APPROACH WILL VARY EXISTING CURB & GUTTER 6' FLARE 6' FLARE FLOW LINE DRIVEWAY WIDTH WILL VARY 12" EXPANSION JOINT PROPERTY LINE DETACHED SIDEWALK SIDE SLOPE SHALL BE 1% MIN. AND 2.0% MAX. WIDTH MAY VARY A A DRIVEWAY AND ALLEY APPROACH FOR DETACHED SIDEWALK ALTERNATE NOT TO SCALE 1 PROPERTY LINE 12" EXPANSION JOINT 5' MINIMUM SIDE SLOPE ON SIDEWALK SHALL BE 1% MIN. AND 2% MAX. SAWCUT EXISTING SIDEWALK EXISTING CURB AND GUTTER A A DRIVE APPROACH RAMP VARIABLE SAWCUT EXISTING SIDEWALK FLOW LINE PLAN VIEW JOINT VARIABLE DRIVEWAY APPROACH ANGLE & LENGTH MAY VARY SECTION A-A 95% COMPACTED MATERIAL 6" THICK PROPERTY LINE DEPTH OF DRIVEWAY DETERMINED BY OTHERS SIDEWALK CROSSING 1. MATERIAL COMPACTION SHALL CONFORM TO SECTION 02231. 2. CONTRACTION AND EXPANSION JOINTS SHALL BE AS SHOWN AND CONFORM TO SECTIONS 03251 AND 03340. 3. NO CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM AND GRADE INSPECTION THE CITY CONSTRUCTION DIVISI 4. CONCRETE SHALL BE 4500 WITH FIBER REINFORCEMENT AND CONFORM TO SECTION 03405. 5. FOR USE IN RETRO-FIT CONSTRUCTION ONLY. 6. THICKNESS OF DRIVE APPROACH AND GUTTER SECTION SHALL BE 6" FOR RESIDENTIAL AND 8" FOR COMMERCIAL DR AND ALLEY APPROACHES THRU THE BACK OF THE SIDEWALK. NOTES: DRIVEWAY AND ALLEY APPROACH FOR ATTACHED SIDEWALK ALTERNATE NOT TO SCALE 4" GRADING BASE UNDER CONCRETE 4" GRADING BASE UNDER CONCRETE 2 ---PAGE BREAK--- 4820 4825 4830 4835 4840 4845 4850 4855 4825 4830 4835 4840 4845 4850 4855 0+90 1+00 2+00 3+00 4+00 4+60 AREA DRAIN #2 RIM ELEV = 4836.00 I.E.(E) = 4833.15 I.E.(W) = 4833.15 122 L.F. OF 18" CMP @ 0.78% AREA DRAIN #3 RIM ELEV = 4837.00 I.E.(E) = 4834.09 I.E.(N) = 4834.09 I.E.(W) = 4834.09 15+00 16+00 17+00 18+00 1+00 2+00 3+00 4+00 13 L.F. OF 18" CMP @ 6.30% CURB INLET #1 RIM ELEV = 4836.72 I.E.(S) = 4834.72 AREA DRAIN #2 GRATE ELEV = 4836.00 I.E.(E) = 4833.15 I.E.(W) = 4833.15 122 L.F. OF 18" CMP @ 0.78% AREA DRAIN #3 GRATE ELEV = 4837.00 I.E.(E) = 4834.09 I.E.(N) = 4834.09 I.E.(W) = 4834.09 MATCH LINE STATION: 4+60 SEE SHEET 6 STORM SECTION #1 - STA 1+00 TO 4+60 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 5 31 0 15' 30' 0 5' 10' HORI. VERT. AT&T DEANNAS' WATERHOLE PROPOSED GRADE ---PAGE BREAK--- 4825 4830 4835 4840 4845 4850 4855 4860 4830 4835 4840 4845 4850 4855 4860 4+60 5+00 6+00 7+00 8+00 AREA DRAIN #4 RIM ELEV = 4837.69 I.E.(E) = 4835.44 I.E.(N) = 4835.44 I.E.(W) = 4835.44 AREA DRAIN #6 RIM ELEV = 4838.00 I.E.(E) = 4835.99 I.E.(W) = 4835.99 AREA DRAIN #7 RIM ELEV = 4839.00 I.E.(E) = 4836.50 I.E.(W) = 4836.50 I.E.(N) = 4836.50 AREA DRAIN #8 RIM ELEV = 4839.50 I.E.(E) = 4837.22 I.E.(W) = 4837.22 CURB INLET #3 RIM ELEV = 4839.52 I.E.(W) = 4837.33 100 L.F. OF 18" CMP @ 0.56% 51 L.F. OF 18" CMP @ 1.03% 66 L.F. OF 18" CMP @ 1.13% 67 L.F. OF 18" CMP @ 0.17% +00 19+00 20+00 21+00 5+00 6+00 7+00 7+90 CURB INLET #2 RIM ELEV = 4837.35 I.E.(S) = 4835.85 8 L.F. OF 18" CMP @ 8.11% 67 L.F. OF 18" CMP @ 0.17% CURB INLET #3 RIM ELEV = 4839.52 I.E.(W) = 4837.33 AREA DRAIN #7 RIM ELEV = 4839.00 I.E.(E) = 4836.50 I.E.(W) = 4836.50 I.E.(N) = 4836.50 AREA DRAIN #8 RIM ELEV = 4839.50 I.E.(E) = 4837.22 I.E.(W) = 4837.22 66 L.F. OF 18" CMP @ 1.13% AREA DRAIN #4 GRATE ELEV = 4837.69 I.E.(E) = 4835.44 I.E.(N) = 4835.44 I.E.(W) = 4835.44 AREA DRAIN #6 RIM ELEV = 4838.00 I.E.(E) = 4835.99 I.E.(W) = 4835.99 100 L.F. OF 18" CMP @ 0.56% 51 L.F. OF 18" CMP @ 1.03% 48 L.F. OF 18" RCP @ 0.52% AREA INLET #25 RIM ELEV = 4838.95 I.E.(S) = 4836.74 MATCH LINE STATION: 4+60 SEE SHEET 5 STORM SECTION #1 - STA 4+60 TO 8+00 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 6 31 0 15' 30' 0 5' 10' HORI. VERT. FOUR SEASONS CHINESE KEELER FAMILY PROPOSED GRADE ---PAGE BREAK--- 4830 4835 4840 4845 4850 4855 4860 4865 4835 4840 4845 4850 4855 4860 4865 0+90 1+00 2+00 3+00 4+00 4+75 AREA DRAIN #9 RIM ELEV = 4844.02 I.E.(E) = 4841.39 I.E.(W) = 4841.39 AREA DRAIN #10 RIM ELEV = 4846.19 I.E.(E) = 4844.26 I.E.(W) = 4844.26 132 L.F. OF 18" CMP @ 2.21% 1+00 2+00 3+00 4+00 22+00 23+00 24+00 25+00 AREA DRAIN #9 RIM ELEV = 4844.02 I.E.(E) = 4841.39 I.E.(W) = 4841.39 AREA DRAIN #10 RIM ELEV = 4846.19 I.E.(E) = 4844.26 I.E.(W) = 4844.26 132 L.F. OF 18" CMP @ 2.21% MATCH LINE STATION: 4+75 SEE SHEET 8 STORM SECTION #2 - STA 1+00 TO 4+75 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 7 31 0 15' 30' 0 5' 10' HORI. VERT. HARDWARE HANKS HARDWARE HANKS PROPOSED GRADE DRUG STORE ---PAGE BREAK--- 4835 4840 4845 4850 4855 4860 4865 4870 4840 4845 4850 4855 4860 4865 4870 4+75 5+00 6+00 7+00 8+00 8+50 AREA DRAIN #11 RIM ELEV = 4846.73 I.E.(E) = 4844.74 I.E.(W) = 4844.74 AREA DRAIN #12 RIM ELEV = 4847.01 I.E.(E) = 4844.98 I.E.(W) = 4844.98 AREA DRAIN #13 RIM ELEV = 4850.63 I.E.(W) = 4848.92 48 L.F. OF 18" CMP @ 0.52% 58 L.F. OF 18" RCP @ 1.15% 5+00 6+00 7+00 8+00 8+23 26+00 27+00 28+00 29+00 3 AREA DRAIN #11 RIM ELEV = 4846.73 I.E.(E) = 4844.74 I.E.(W) = 4844.74 AREA DRAIN #12 RIM ELEV = 4847.01 I.E.(E) = 4844.98 I.E.(W) = 4844.98 48 L.F. OF 18" CMP @ 0.52% AREA DRAIN #13 RIM ELEV = 4850.63 I.E.(W) = 4848.92 REMOVE AND REPLACE EXISTING 58 L.F. OF 18" RCP @ 1.15% MATCH LINE STATION: 4+75.00 SEE SHEET 7 STORM SECTION #2 - STA 4+75 TO 8+25 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 8 31 0 15' 30' 0 5' 10' HORI. VERT. EDWARD JONES & FRONTIER DRUGS ARROW ELECTRIC EDISS CHIROPRACTIC CLINIC PROPOSED GRADE REMOVE EX.18" RCP ---PAGE BREAK--- 4840 4845 4850 4855 4860 4865 4870 4875 4845 4850 4855 4860 4865 4870 4875 0+90 1+00 2+00 3+00 4+00 5+00 OUTFALL STRUCTURE #2 RIM ELEV = 4853.78 I.E.(E) = 4849.82 I.E.(W) = 4849.82 96 L.F. OF 18" CMP @ 3.16% AREA DRAIN #14 RIM ELEV = 4854.92 I.E.(E) = 4852.74 I.E.(W) = 4852.74 AREA DRAIN #15 RIM ELEV = 4855.11 I.E.(E) = 4853.46 I.E.(W) = 4853.46 86 L.F. OF 12" CMP @ 0.91% AREA DRAIN #16 RIM ELEV = 4855.49 I.E.(E) = 4854.22 I.E.(W) = 4854.22 55 L.F. OF 12" CMP @ 0.91% AREA DRAIN #17 RIM ELEV = 4856.43 I.E.(SE) = 4854.70 I.E.(W) = 4854.70 AREA DRAIN #18 RIM ELEV = 4857.44 I.E.(SE) = 4855.94 I.E.(NW) = 4855.94 45 L.F. OF 12" CMP @ 0.47% FES #1 RIM ELEV = 4857.24 I.E.(NW) = 4856.15 OUTFALL STRUCTURE #1 RIM ELEV = 4853.72 I.E.(E) = 4849.97 7 L.F. OF 30" RCP @ 9.36% 1+00 2+00 3+00 4+00 4+94 30+00 31+00 32+00 33+00 34+00 OUTFALL STRUCTURE #2 RIM ELEV = 4853.78 I.E.(E) = 4849.82 I.E.(W) = 4849.82 96 L.F. OF 18" CMP @ 3.16% AREA DRAIN #14 RIM ELEV = 4854.92 I.E.(E) = 4852.74 I.E.(W) = 4852.74 AREA DRAIN #15 RIM ELEV = 4855.11 I.E.(E) = 4853.46 I.E.(W) = 4853.46 AREA DRAIN #16 RIM ELEV = 4855.49 I.E.(E) = 4854.22 I.E.(W) = 4854.22 86 L.F. OF 12" CMP @ 0.91% 55 L.F. OF 12" CMP @ 0.91% AREA DRAIN #18 RIM ELEV = 4857.44 I.E.(SE) = 4855.94 I.E.(NW) = 4855.94 AREA DRAIN #17 RIM ELEV = 4856.43 I.E.(SE) = 4854.70 I.E.(W) = 4854.70 FES #1 I.E.(NW) = 4856.15 45 L.F. OF 12" CMP @ 0.47% OUTFALL STRUCTURE #1 RIM ELEV = 4853.72 I.E.(E) = 4849.97 7 L.F. OF 30" RCP @ 9.36% STORM SECTION #3 - STA 1+00 TO 4+75 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 9 31 0 15' 30' 0 5' 10' HORI. VERT. PRECISION AUTOMOTIVE SUDSY DUDS MAGNUSON & ASSOCIATES PROPOSED GRADE ---PAGE BREAK--- 4840 4845 4850 4855 4860 4865 4870 4875 4845 4850 4855 4860 4865 4870 4875 0+90 1+00 2+00 3+00 4+00 5+00 AREA DRAIN #21 RIM ELEV = 4858.33 I.E.(SE) = 4855.54 I.E. OUT (NW) = 4855.24 (UNKNOWN) AREA DRAIN #20 RIM ELEV = 4858.15 I.E.(SE) = 4854.46 I.E.(NW) = 4854.46 AREA DRAIN #19 RIM ELEV = 4857.78 I.E.(SE) = 4854.33 I.E.(NW) = 4854.33 STORM MANHOLE #2 RIM ELEV = 4858.02 I.E.(SE) = 4852.33 I.E.(N) = 4852.33 127 L.F. OF 30" CMP @ 1.62% AREA DRAIN #22 RIM ELEV = 4857.61 I.E.(S) = 4854.08 I.E.(NW) = 4854.08 21 L.F. OF 30" CMP @ 10.34% 111 L.F. OF 30" CMP @ 0.72% 19 L.F. OF 24" RCP @ 1.75% STORM MANHOLE #1 (60") RIM ELEV = 4857.29 I.E.(SE) = 4854.00 I.E.(NW) = 4854.00 FES I.E.(SE) = 4854.30 1+00 2+00 3+00 4+00 5+00 40+00 41+00 42+00 43+00 STORM MANHOLE #2 (84") RIM ELEV = 4858.02 I.E.(SE) = 4852.33 I.E.(N) = 4852.33 AREA DRAIN #19 RIM ELEV = 4857.78 I.E.(SE) = 4854.33 I.E.(NW) = 4854.33 AREA DRAIN #20 RIM ELEV = 4858.15 I.E.(SE) = 4854.46 I.E.(NW) = 4854.46 111 L.F. OF 30" CMP @ 0.72% AREA DRAIN #21 RIM ELEV = 4858.33 I.E.(SE) = 4855.54 I.E.(NW) = 4855.24 AREA DRAIN #22 RIM ELEV = 4857.61 I.E.(S) = 4854.08 I.E.(NW) = 4854.08 21 L.F. OF 30" CMP @ 10.34% 127 L.F. OF 30" CMP @ 1.62% STORM MANHOLE #1 (60") RIM ELEV = 4857.29 I.E.(SE) = 4854.00 I.E.(NW) = 4854.00 19 L.F. OF 24" RCP @ 1.75% FES RIM ELEV = 4856.63 I.E.(SE) = 4854.30 MATCH LINE STATION: 5+26 SEE SHEET 11 STORM SECTION #4 - STA 1+00 TO 5+00 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 10 31 0 15' 30' 0 5' 10' HORI. VERT. POINTS WEST BANK VERIZON CAR WASH PROPOSED GRADE ---PAGE BREAK--- 5+00 6+00 7+00 8+00 9+00 +00 44+00 45+00 46+00 47+00 CURB INLET #5 GRATE ELEV = 4859.31 I.E.(SE) = 4856.00 I.E.(NW) = 4856.00 CURB INLET #6 RIM ELEV = 4859.38 I.E.(SE) = 4856.38 I.E.(NW) = 4856.38 CURB INLET #7 RIM ELEV = 4859.62 I.E.(SE) = 4856.70 I.E.(NW) = 4856.70 R AREA INLET #23 RIM ELEV = 4859.63 I.E.(SE) = 4857.30 I.E.(NW) = 4857.30 MATCH LINE STATION: 5+26 SEE SHEET 10 MATCH LINE STATION: 9+26 SEE SHEET 12 STORM SECTION #4 - STA 5+00 TO 9+00 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 11 31 0 15' 30' HORI. CAR WASH SPEEDWAY DOUGLAS LIQUOR CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION ---PAGE BREAK--- 10+00 11+00 12+00 13+00 48+00 49+00 50+00 51+00 CURB INLET #9 RIM ELEV = 4860.82 I.E.(SE) = 4858.72 I.E.(NW) = 4858.72 CURB INLET #10 RIM ELEV = 4860.84 I.E.(SE) = 4859.00 I.E.(NW) = 4859.00 CURB INLET #11 RIM ELEV = 4861.80 I.E.(SE) = 4860.00 I.E.(NW) = 4860.00 CURB INLET #12 RIM ELEV = 4861.54 I.E.(SE) = 4859.25 I.E.(NW) = 4859.25 CURB INLET #14 RIM ELEV = 4862.49 I.E.(SE) = 4859.74 I.E.(NW) = 4859.74 CURB INLET #13 RIM ELEV = 4862.01 I.E.(SE) = 4859.57 I.E.(NW) = 4859.57 MATCH LINE STATION: 9+26 SEE SHEET 11 MATCH LINE STATION: 13+26 SEE SHEET 13 STORM SECTION #4 - STA 9+00 TO 13+00 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 12 31 0 15' 30' HORI. DOMINOS PIZZA HUT CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION ---PAGE BREAK--- 0 14+00 15+00 15+60 52+00 53+00 54+00 CURB INLET #15 RIM ELEV = 4863.25 I.E.(SE) = 4861.00 I.E.(NW) = 4861.00 OUTFALL RIM ELEV = 4862.79 I.E.(NW) = 4860.54 MATCH LINE STATION: 13+26 SEE SHEET 12 STORM SECTION #4 - STA 13+00 TO 15+50 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 13 31 0 15' 30' 0 5' 10' HORI. VERT. VILLAGE INN REPLACE 12" RCP CONNECT TO EXISTING 18-24" CMP FIELD FIT OUTLET ELEVATION REPLACE CURB INLET NEW CURB INLET GROUT IN CONNECTION ---PAGE BREAK--- 4855 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 1+00 2+00 3+00 4+00 5+00 5+40 183 L.F. OF 18" CMP @ 1.65% AREA DRAIN #24 RIM ELEV = 4870.20 I.E.(SE) = 4868.08 I.E.(NW) = 4868.08 220 L.F. OF 18" CMP @ 1.56% AREA DRAIN #25 RIM ELEV = 4873.13 I.E.(NW) = 4871.49 59+00 60+00 61+00 62+00 63+00 1+00 2+00 3+00 4+00 5+00 5+27 AREA DRAIN #23 RIM ELEV = 4867.13 I.E.(NW) = 4865.09 I.E.(SE) = 4865.09 13 L.F. OF 24" CMP @ 0.55% AREA DRAIN #24 RIM ELEV = 4870.20 I.E.(SE) = 4868.08 I.E.(NW) = 4868.08 220 L.F. OF 18" CMP @ 1.56% 183 L.F. OF 18" CMP @ 1.65% AREA DRAIN #25 RIM ELEV = 4873.13 I.E.(NW) = 4871.49 STORM SECTION #5 - STA 1+00 TO 5+25 Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET STORM SEWER - PLAN & PROFILE 14 31 0 15' 30' 0 5' 10' HORI. VERT. BOMGAARS PROPOSED GRADE ---PAGE BREAK--- NO PARKING 5TH STREET - 6TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 15 31 REMOVE ACCESS REMOVE ACCESS 5' SIDEWALK NEW APRON 30.0' 30.0 8.0 0 15' 30' PLAINS TRADING POST AUTO SALES DEMOLITION PLAN CONSTRUCTION PLAN 5' SIDEWALK REMOVE CONCRETE APRON AND GUTTER REMOVE CONCRETE APRON AND GUTTER ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT DEMO 2' x 6' WHITE CROSSWALK 2 4 2 4 14.0' PLAINS TRADING POST AUTO SALES ---PAGE BREAK--- 6TH STREET - 7TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 16 31 PLAINS MOTEL DEMOLITION PLAN CONSTRUCTION PLAN PLAINS MOTEL PLAINS MOTEL PLAINS MOTEL 2 4 2 4 DEMO 5' SIDEWALK 26.0 26.0 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT ---PAGE BREAK--- 7TH STREET - 8TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 17 31 TRANSPORTATION DEPARTMENT TRANSPORTATION DEPARTMENT DEMOLITION PLAN CONSTRUCTION PLAN 2' x 6' WHITE CROSSWALK (TYP) SOLAR POWERED PEDESTIAN ACTIVATED BEACON BROKEN CURB & GUTTER REPAIR CURB & GUTTER DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT ---PAGE BREAK--- 8TH STREET - 9TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 18 31 REMOVE ACCCESS 6' SIDEWALK DEMOLITION PLAN CONSTRUCTION PLAN 6' SIDEWALK INBERG MILLER INBERG MILLER REMOVE ACCCESS 26.0' 35.0' DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT ---PAGE BREAK--- 9TH STREET - 10TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 19 31 AT&T DEMOLITION PLAN CONSTRUCTION PLAN DEANNAS' WATERHOLE AT&T DEANNAS' WATERHOLE 12.0' 20.0' 17.6' 14.0' DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT 5' SIDEWALK 6' SIDEWALK INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- REMOVE ACCCESS 6' SIDEWALK 10TH STREET - 11TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 20 31 FOUR SEASONS CHINESE KEELER FAMILY DEMOLITION PLAN CONSTRUCTION PLAN FOUR SEASONS CHINESE KEELER FAMILY 40.0' 1 4 DEMO DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- 8' SIDEWALK 30' 8' SIDEWALK 8' SIDEWALK 11TH STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 21 31 DEMOLITION PLAN CONSTRUCTION PLAN HARDWARE HANKS HARDWARE HANKS HARDWARE HANKS HARDWARE HANKS 30' 18' 60' PERMITTED ACCESS 60' PERMITTED ACCESS DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET ---PAGE BREAK--- JACKSON STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 22 31 8' SIDEWALK DEMOLITION PLAN CONSTRUCTION PLAN EDWARD JONES & FRONTIER DRUGS EDWARD JONES & FRONTIER DRUGS SSMH RIM=4843.66 RAISE SSMH RIM TO PROPOSED GRADE MATCH TO EXISTING SIDEWALK DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- 6' SIDEWALK HARRISON STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 23 31 ARROW ELECTRIC DEMOLITION PLAN CONSTRUCTION PLAN EDISS CHIROPRACTIC CLINIC ARROW ELECTRIC SUDSY DUDS EDISS CHRIROPRACTIC CLINIC 6' SIDEWALK 6' SIDEWALK 36.0 SSMH RIM=4849.71 SIDEWALK CHASE MATCH TO EXISTING SIDEWALK DEMO SUDSY DUDS 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET DRAINAGE SWALE ---PAGE BREAK--- VAN BURREN STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 24 31 6' SIDEWALK DEMOLITION PLAN CONSTRUCTION PLAN PRECISION AUTOMOTIVE SUDSY DUDS MAGNUSON & ASSOCIATES PRECISION AUTOMOTIVE SUDSY DUDS MAGNUSON & ASSOCIATES 6' SIDEWALK 6' SIDEWALK 22.6 SSMH RIM=4856.63 RAISE SSMH RIM TO PROPOSED GRADE DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW FLARED-END SECTION INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- CHEYENNE STREET Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 25 31 6' SIDEWALK 8' SIDEWALK POINTS WEST COMMUNITY BANK DEMOLITION PLAN CONSTRUCTION PLAN LAW OFFICE MAGNUSON & ASSOCIATES POINTS WEST COMMUNITY BANK MAGNUSON & ASSOCIATES 2'x6' CROSSWALK STRIPING SSMH RIM=4857.35 RAISE SSMH RIM TO PROPOSED GRADE ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT DEMO LAW OFFICE 0 15' 30' ---PAGE BREAK--- BANK - BANK Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 26 31 8' SIDEWALK 8' SIDEWALK POINTS WEST COMMUNITY BANK VERIZON CONVERSE COUNTY BANK DEMOLITION PLAN CONSTRUCTION PLAN POINTS WEST COMMUNITY BANK VERIZON CONVERSE COUNTY BANK 8' SIDEWALK SSMH RIM=4856.26 SSMH RIM=4858.01 DEMO 0 15' 30' INSTALL NEW MANHOLE INSTALL NEW INLET INSTALL NEW MANHOLE INSTALL NEW INLET INSTALL NEW FLARED-END SECTION ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT ---PAGE BREAK--- MADORA Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 27 31 8' SIDEWALK DEMOLITION PLAN CONSTRUCTION PLAN CAR WASH GAS STATION CONVERSE COUNTY BANK 8' SIDEWALK 8' SIDEWALK 2'x6' CROSSWALK STRIPING SSMH RIM=4858.63 CAR WASH GAS STATION CONVERSE COUNTY BANK 2 4 DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET 44.8 ---PAGE BREAK--- DOMINOS - PIZZA HUT Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 28 31 8' SIDEWALK REMOVE ACCCESS DEMOLITION PLAN CONSTRUCTION PLAN DOMINOS PIZZA HUT DOUGLAS LIQUOR DOMINOS - NEW WYDOT ACCESS PERMIT PIZZA HUT DOUGLAS LIQUOR - NEW WYDOT ACCESS PERMIT 30.0 DEMO 43.5 24.0 24.0 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- PARK DRIVE Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 29 31 8' SIDEWALK VILLAGE INN DEMOLITION PLAN CONSTRUCTION PLAN SAFEWAY VILLAGE INN SAFEWAY 8' SIDEWALK 5' SIDEWALK 8' SIDEWALK 2'x6' CROSSWALK STRIPING 2'x6' CROSSWALK STRIPING SSMH RIM=4862.56 DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET INSTALL NEW INLET ---PAGE BREAK--- 8' SIDEWALK YUCCA DRIVE Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 30 31 DEMOLITION PLAN CONSTRUCTION PLAN SAFEWAY BOMGAARS SAFEWAY BOMGAARS 2'x6' CROSSWALK STRIPING DEMO 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET ---PAGE BREAK--- 8' SIDEWALK MESA DRIVE Civil Engineering Professionals, Inc. 6080 Enterprise Drive - Casper,Wyoming 82609 (307) 266-4346 (307) 266-0103 fax RICHARDS STREET IMPROVEMENTS 31 31 DEMOLITION PLAN CONSTRUCTION PLAN BOMGAARS 2'x6' CROSSWALK STRIPING DEMO BOMGAARS 0 15' 30' ASPHALT CONCRETE APRON SIDEWALK CURB & GUTTER (TYPE CURB & GUTTER (TYPE ADA RAMP (TYPICAL) TRUNCATED DOME MAT INSTALL NEW INLET INSTALL NEW INLET