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BEGIN PROJECT STA 10+29.09 (TBC) STA 100+79.58 (CL-R.O.W.) END PROJECT STA 40+87 (TBC) STA 131+56.40 (CL-R.O.W) 6 5 4 3 2 1 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 30 29 28 27 26 25 31 32 33 34 35 36 R 01 W VICINITY MAP R 01 E R 01 E R 02 E T 01 N T 01 S T 01 S T 02 S ENGINEER APPROVAL OWNER 6/30/22 6/30/22 SHEET INDEX SUBSET SHEETS TITLE 1A GENERAL NOTES 1B HORIZONTAL CONTROL HC-01 SURVEY CONTROL SC-01 CROSS REFERENCE CR-01 TYPICAL SECTIONS TS-01 TO TS-03 REMOVAL AND RESET RMV-01 TO RMV-05 ROADWAY RD-01 TO RD-09 ROADWAY DETAILS DT-01 TO DT-03 GRADING DETAILS GR-01 TO GR-10 IRRIGATION IR-00 TO IR-14 IRRIGATION DETAILS GIR-01 STORM DRAIN SD-00 TO SD-07 STORM DRAIN DETAILS GSD-01 GENERAL STRUCTURAL DETAILS GS-01 TO GS-03 STRUCTURE DETAILS S-01 TO S-02 DERRIL BARNUM LOWER MILLCREEK DITCH 07/31/2022 07/31/2022 ---PAGE BREAK--- 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MILLCREEK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AND THE "APWA MANUAL OF STANDARD SPECIFICATIONS 2017 EDITION", INCLUDING ADDENDUM AND MODIFICATION THERETO, AND AS INSTRUCTED BY THE MILLCREEK PUBLIC WORKS DIRECTOR. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND PROTECTION OF ALL UTILITIES IN PLACE UNLESS OTHERWISE NOTED IN PLANS. 3. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF UTAH AT 811 FIVE BUSINESS DAYS IN ADVANCE OF ANY EXCAVATING OR GRADING. 4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND STRUCTURES AFFECTED BY THE WORK AND ANY DAMAGE SHALL BE REPAIRED AND RESTORED TO THE SATISFACTION OF MILLCREEK. 5. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND INFORM HIMSELF OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. 6. ALL WORK SHALL BE DONE TO THE ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 7. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE CITY ENGINEER. 8. THE CITY ENGINEER OR DESIGNEE SHALL BE NOTIFIED 48-HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 9. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE EXISTING RIGHT-OF-WAY AND THE TEMPORARY AND PERMANENT EASEMENT SHOWN ON THE PLANS. CONSTRUCTION ACTIVITIES IN ADDITION TO THE NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. 10. CONSTRUCTION ACTIVITY SHALL MAINTAIN TRAFFIC FLOW THROUGH THE PROJECT. TEMPORARY LANE CLOSURES WITH FLAGGING ARE ALLOWABLE. OVERNIGHT LANE CLOSURES SHALL NOT BE ALLOWED. LANE SHIFTS OVERNIGHT MAY BE PERMITTED. TWO LANES OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES NEAR THE JUNIOR HIGH SCHOOL. 11. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. THE EXCEPTION IS TRAFFIC CONTROL DEVICES, WHICH SHALL BE RETURNED TO THE BARRICADE COMPANY. 12. THE CONTRACTOR SHALL HAVE A COPY OF APPLICABLE STANDARDS ON SITE FOR THE DURATION OF THIS PROJECT INCLUDING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 13. EXISTING AND PROPOSED JUNCTION BOX LIDS, WATER VALVES, SANITARY SEWER, OR STORM SEWER MANHOLE LIDS SHALL BE ADJUSTED TO MATCH PROPOSED ELEVATIONS. 14. BEFORE EXCAVATING, CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES IN THE PROJECT AREA. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING AT NO COST TO THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PERMITS REQUIRED BY THE COUNTY SURVEYOR. 16. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT HAS BEEN ISSUED. 17. THE APPROVAL OF THESE PLANS OR ISSUANCE OF PERMIT BY MILLCREEK DOES NOT AUTHORIZE THE OWNER OR CONTRACTOR TO VIOLATE FEDERAL, STATE OR CITY LAWS, ORDINANCES, REGULATIONS, OR POLICIES. 18. ALL WORK ON IRRIGATION CANAL MUST BE APPROVED BY THE CANAL COMPANY WITHIN THEIR SPECIFIED TIME WINDOW. CONTACT THE CANAL COMPANIES AS NEEDED. SEE CONTACT INFORMATION ON COVER SHEET. 19. THE CONTRACTOR SHALL OBTAIN A GENERAL CONSTRUCTION PERMIT OBTAINED FROM STATE AND AN EXCAVATION PERMIT FROM MILLCREEK PRIOR TO STARTING CONSTRUCTION. 20. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE AND GRADING PERMIT FROM MILLCREEK PRIOR TO DISTURBING ANY VEGETATION OR MOVING MORE THAN ANY SOIL GREATER THAN 1 FOOT IN DEPTH OR AREAS OVER 1-ACRE. 21. CONTRACTOR SHALL CUT ALL EXISTING SIDEWALK, CURB & GUTTER, AND CONCRETE FLATWORK TO THE NEAREST JOINT IF SAWCUT CALLOUT IN PLANS IS WITHIN 4 FT OF EXISTING JOINT. 22. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN AND SUBMIT TO THE FIELD INSPECTOR / CONSTRUCTION MANAGER MINIMUM 5 DAYS PRIOR TO BEGINNING WORK. 23. REFER TO DT-02 FOR DETAILS AND DIMENSIONS FOR PROPOSED SIGN PANELS. EROSION CONTROL GENERAL NOTES: 31. THE CONTRACTOR AND/OR THEIR AUTHORIZED REPRESENTATIVE SHALL REMOVE ALL SEDIMENT, MUD AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHT OF WAYS AS A RESULT OF THE CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER AT NO COST TO THE PROJECT. 32. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING AND/OR OTHER CONSTRUCTION OPERATIONS THAT ARE A PART OF THIS PROJECT. 33. THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER SYSTEM IS PROHIBITED. 1B GENERAL NOTES 34. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS, INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTIONS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 35. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING TRENCH BACK FILL MATERIAL, FROM WASHING INTO THE STORM SEWER SYSTEM. 36. EROSION LOGS SHALL BE STOCKPILED SO THAT THEY MAY BE DEPLOYED FOR EROSION PROTECTION WITHIN TWO HOURS OF NOTICE BY THE ENGINEER. 37. THE CONTRACTORS SHALL BE RESPONSIBLE FOR TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE CONSTRUCTION DURATION AND WILL BE IN COMPLIANCE WITH THE STORM WATER DISCHARGE PERMIT REQUIREMENTS. 8/1/23 ---PAGE BREAK--- BP: 100+00.00 PI: 116+97.36 PI: 132+03.08 PC: 101+14.61 PC: 109+10.06 PC: 112+59.96 PC: 116+97.41 PT: 103+18.92 PT: 110+61.36 PT: 116+32.86 PT: 120+47.36 BP: 10+00.00 PI: 26+00.13 PI: 30+13.43 PI: 41+78.95 PI: 45+19.58 PI: 39+90.24 PI: 40+32.41 PI: 40+78.70 PC: 18+35.11 PC: 21+87.45 PC: 26+89.30 PC: 11+13.53 PT: 19+88.85 PT: 25+50.72 PT: 29+30.97 PT: 10+86.47 PT: 12+35.24 105+00 110+00 115+00 120+00 125+00 130+00 135+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 N5° 17' 06"W ' N2° 16' 54"E ' N27° 33' 06"W ' N0° 20' 02"E ' N0° 09' 18"E ' N87° 24' 53"E ' N5° 17' 06"W ' N2° 16' 54"E ' N25° 19' 55"W ' N0° 34' 34"W ' N0° 09' 18"E ' N2° 03' 48"E ' L=204.31' Δ=93.85 R=124.73' L=153.74' Δ=7.57 R=1164.16' L=151.30' Δ=7.57 R=1145.66' L=363.27' Δ=29.83 R=697.67' L=372.90' Δ=29.83 R=716.17' L=241.67' Δ=18.85 R=734.70' L=349.95' Δ=28.00 R=716.20' 2000 E - TBC 2000 EAST (CENTER RIGHT-OF-WAY) 2000 EAST STA:100+00.00 OFF:0.00 N:7420862.9548 E:1547786.0688 2000 E - TBC STA:10+00.00 OFF:0.00 N:7420876.3817 E:1547836.9136 = 2000 E STA 100+50.75 RT 11.14 S89° 15' 03"E ' L=204.31' Δ=93.85 R=124.73' L=121.72' Δ=71.16 R=98.00' L=41.26' Δ=24.12 R=98.00' EP: 174+50.00 PI: 137+24.18 PI: 141+85.57 PI: 144+92.36 PI: 147+26.79 PI: 154+24.15 PI: 167+46.89 EP: 80+06.11 PI: 54+59.67 PI: 56+28.98 PI: 57+08.97 PI: 63+05.29 PI: 63+84.21 PI: 46+54.69 PI: 68+46.40 PI: 69+35.06 PI: 50+59.71 PI: 53+79.69 140+00 145+00 150+00 155+00 160+00 165+00 170+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 N0° 08' 57"E ' N0° 09' 33"E ' N0° 04' 21"E ' N0° 09' 16"E ' N0° 13' 17"E ' N0° 00' 12"W ' N0° 08' 57"E ' N0° 09' 27"E ' N0° 06' 56"E ' N0° 04' 21"E ' N0° 07' 44"E ' N0° 09' 16"E ' N0° 10' 56"E ' N0° 13' 17"E ' N1° 20' 10"W ' N0° 09' 08"E ' 2000 E - TBC 2000 EAST (CENTER RIGHT-OF-WAY) 2000 EAST STA:174+50.00 OFF:0.00 N:7428098.3128 E:1547795.9350 2000 E - TBC STA:80+06.11 OFF:0.00 N:7427727.4149 E:1547771.5568 = 2000 E STA 170+79.10 LT 24.40 HC-01 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER HORIZONTAL CONTROL NORTH 8/1/23 ---PAGE BREAK--- REVISION DATE BY DESCRIPTION DESIGN DRAWN CHECKED DATE SHEET OF PROJECT NO. TEL: (801) 263-1752 WEST VALLEY CITY, UTAH 84120 4141 WEST 2100 SOUTH, SUITE 100 CONSULTING ENGINEERS AND LAND SURVEYORS J:\22-017\Ustation\22-017_SurveyControl.dgn 6/22/2022 ESI ENGINEERING 22-017 2000 EAST IMPROVEMENT PROJECT MILLCREEK CITY SURVEY CONTROL 1 1 MONUMENT # NORTHING EASTING ELEVATION NORTHING EASTING GEODETIC COORDINATES NAD 83 LATITUDE LONGITUDE HEIGHT DESCRIPTION U.S. SURVEY FEET - NAVD 88 (GROUND) PROJECT COORDINATES NAD 83 U.S. SURVEY FEET (GRID) STATE PLANE UTAH CENTRAL ZONE 4,533.37 1,547,786.07 7,420,862.96 19 4,536.00 1,547,778.50 7,422,695.71 18 4,528.04 1,547,795.98 7,427,395.21 12 4,531.57 1,547,775.61 7,427,897.65 3 4,544.06 1,548,008.95 7,420,850.19 2 4,523.38 1,547,374.85 7,426,635.77 1 PRIMARY SURVEY CONTROL POINTS - 2000 E. IMPROVEMENT PROJECT - MILLCREEK CITY MON - 2000E 3660S 4,478.80 111°50'02.48337"W 40°41'30.01740"N 1,547,785.988 7,420,864.101 MON - SE COR SEC 28 4,481.45 111°50'02.67054"W 40°41'48.12297"N 1,547,778.414 7,422,696.496 MON - 2000E 2835S 4,473.56 111°50'02.67146"W 40°42'34.54976"N 1,547,795.893 7,427,395.056 MAG NAIL AND WASHER 4,477.10 111°50'02.96027"W 40°42'39.51257"N 1,547,775.528 7,427,897.394 REBAR AND ALUM. CAP 4,489.51 111°49'59.58999"W 40°41'29.89953"N 1,548,008.829 7,420,851.341 REBAR AND ALUM. CAP 4,468.86 111°50'08.10160"W 40°42'27.03171"N 1,547,374.851 7,426,635.765 (PROJECT EASTING / 1.[PHONE REDACTED]) + 306.992 = STATE PLANE EASTING (PROJECT NORTHING / 1.[PHONE REDACTED]) + 1473.411 = STATE PLANE NORTHING TO CONVERT PROJECT COORDINATES TO STATE PLANE VALUES USE THE FOLLOWING: 4,468.86 PROJECT HEIGHT= 1.[PHONE REDACTED] COMBINED SCALE FACTOR= 111º50'08.10160"W PROJECT LONGITUDE= 0 FALSE EASTING OFFSET = 40º42'27.03171"N PROJECT LATITUDE= 0 FALSE NORTHING OFFSET= UNITS= U.S. SURVEY FOOT GEOID MODEL= GEOID 18 COORDINATE SYSTEM = U.S. STATE PLANE 1983, UTAH CENTRAL ZONE (4302), PROJECTED AT GROUND VERTICAL DATUM= NORTH AMERICAN VERTICAL DATUM OF 1988 HORIZONTAL DATUM= NORTH AMERICAN DATUM OF 1983 POINT ELEVATIONS. SECONDARY CONTROL POINT ELEVATIONS ARE DERIVED FROM GPS OBSERVATIONS ONLY. THE BENCHMARK FOR THIS PROJECT IS ALSO POINT 1. COMBINED AREA FACTOR BASED ON THE PROJECT LOCATION SHOWN BELOW (POINT DIFFERENTIAL LEVELLING WAS PERFORMED FOR ALL PRIMARY CONTROL FOR MAPPING AND PROJECT CONTROL PURPOSES, THE STATE PLANE (GRID) COORDINATES WERE SCALED TO PROJECT COORDINATES (GROUND) USING THE GEODETIC COORDINATES AND STATE PLANE COORDINATES SHOWN HEREON WERE DERIVED USING THE UTAH REFERENCE NETWORK (TURN VRS NETWORK). L O R T N O C T N I O P CP 1 L O R T N O C T N I O P CP 2 CP 3 CP 18 CP 12 CP 19 CP 17 CP 4 I S E G N I R E E N I G N E SEC. 27 NW1/4NW1/4 SEC. 27 SW1/4NW1/4 SEC. 27 NW1/4SW1/4 SEC. 27 SW1/4SW1/4 SEC. 34 SW1/4NW1/4 SEC. 34 NW1/4NW1/4 SEC. 28 NE1/4NE1/4 SEC. 28 SE1/4NE1/4 SEC. 28 SE1/4SE1/4 SEC. 28 NE1/4SE1/4 SEC. 33 NE1/4NE1/4 SEC. 33 SE1/4NE1/4 MONUMENT # NORTHING EASTING ELEVATION NORTHING EASTING GEODETIC COORDINATES NAD 83 LATITUDE LONGITUDE HEIGHT DESCRIPTION U.S. SURVEY FEET - NAVD 88 (GROUND) PROJECT COORDINATES NAD 83 U.S. SURVEY FEET (GRID) STATE PLANE UTAH CENTRAL ZONE SECONDARY SURVEY CONTROL POINTS - 2000 E. IMPROVEMENT PROJECT - MILLCREEK CITY 40 ACRE LINE QUARTER SECTION LINE QUARTER SECTION LINE SECTION LINE 40 ACRE LINE 40 ACRE LINE 40 ACRE LINE SECTION LINE SECTION LINE MILLCREEK CITY (INCORPORATED) N S.L.B. & M. R.1E. T.1S. 2000 EAST ST. 3300 SOUTH ST. 2700 SOUTH ST. SIGGURD DR. EVERGREEN AVE. ATKIN AVE. S T A T E O F U T A H SEAL ELECTRONIC P R O F E S S I O N A L L A N D S U R V E Y O R PETERSON MATTHEW K. 6/22/22 No.7031451 4,534.51 1,547,785.23 7,423,851.41 17 4,530.14 1,547,788.99 7,425,375.12 4 MON - 2000E 3300S 4,479.98 111°50'02.63915"W 40°41'59.54037"N 1,547,785.148 7,423,851.967 MON - EAST 1/4 SEC 28 4,475.63 111°50'02.66421"W 40°42'14.59311"N 1,547,788.907 7,425,375.365 SECTION LINE ---PAGE BREAK--- 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS CROSS REFERENCE SHEET NUMBER CR-01 NORTH 8/1/23 ---PAGE BREAK--- 4.5' BIKE LANE 1.0' BUFFER 2.0' C&G ROW VARIES 4:1 MAX 5.5' VARIES Existing Travel Lane 6.25' UNTREATED BASE COURSE, GRADE 1-1/2 (8 INCH THICK) HOT-MIX-ASPHALT CONCRETE, AC-20 DM-1/2 (3 INCH THICK) 3 DT-01 TYPE E CURB AND GUTTER 11.0' 11.0' 4.5' BIKE LANE TRAVEL LANE UNTREATED BASE COURSE, GRADE 1-1/2 (8 INCH THICK) HOT-MIX-ASPHALT CONCRETE, AC-20 DM-1/2 (3 INCH THICK) 2000 E (CENTER ROW) ℄ TRAVEL LANE 1.0' BUFFER 1.5' BUFFER VARIES (4 FT MIN) BIKE LANE 2.0' 5.0' SIDEWALK C&G 1" MILL & OVERLAY ROW WEST 1.25' Existing VARIES VARIES 20" RCP (DRAINAGE) SAWCUT VARIES 3:1 MAX 5.5' 2000 E - TBC ℄ 1 DT-01 6 INCH THICKENED EDGE SIDEWALK 3 DT-01 TYPE E CURB AND GUTTER 4 DT-01 TYPE E CURB AND GUTTER 3 DT-01 18 - INCH THICKENED EDGE SIDEWALK SEE IRRIGATION SHEETS FOR SIZE SURFACE MOUNT WROUGHT IRON FENCE CONTRACTOR TO SUBMIT MOUNTING OPTIONS TO ENGINEER FOR APPROVAL 5.5' 0'-6" 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER TYPICAL SECTION TYPICAL SECTION 1 2000 EAST 100+80 TO 104+03 TS-01 TYPICAL SECTION 2 2000 EAST 104+03 TO 120+50 129+00 TO 130+15 1 8/1/23 ---PAGE BREAK--- 11.0' 11.0' TRAVEL LANE TRAVEL LANE 1.0' BUFFER 1" MILL & OVERLAY VARIES VARIES Existing 20" RCP (DRAINAGE) 4.5' BIKE LANE UNTREATED BASE COURSE, GRADE 1-1/2 (8 INCH THICK) HOT-MIX-ASPHALT CONCRETE, AC-20 DM-1/2 (3 INCH THICK) 1.0' BUFFER 2.0' 5.0' SIDEWALK C&G ROW 1.25' SAWCUT VARIES 3:1 MAX 5.5' 2000 E (CENTER ROW) ℄ 2000 E - TBC ℄ 1 DT-01 TYPE E CURB AND GUTTER 3 DT-01 6 INCH THICKENED EDGE SIDEWALK SEE IRRIGATION SHEETS FOR SIZE VARIES TRAVEL LANE 2000 E (CENTER ROW) ℄ LT TURN LANE (3300 S SIGNAL) 11.0' 11.0' 2.0' 5.0' SIDEWALK C&G 1" MILL & OVERLAY Existing TRAVEL LANE VARIES VARIES ROW WEST 0.25' 5.5' UNTREATED BASE COURSE, GRADE 1-1/2 (8 INCH THICK) HOT-MIX-ASPHALT CONCRETE, AC-20 DM-1/2 (3 INCH THICK) VARIES 3:1 MAX 20" RCP (DRAINAGE) 2000 E - TBC ℄ 1 DT-01 6 INCH THICKENED EDGE SIDEWALK TYPE E CURB AND GUTTER 3 DT-01 SEE IRRIGATION SHEETS FOR SIZE SHEET NUMBER TYPICAL SECTION TYPICAL SECTION 3 120+50 TO 129+00 2000 EAST TYPICAL SECTION 4 130+15 TO 132+00 2000 EAST 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS TS-02 8/1/23 ---PAGE BREAK--- 2.0' 4.0' SIDEWALK C&G ROW WEST Existing Driveway Flatwork 2.0' DW FLARE VARIES DRIVEWAY FLATWORK 2000 E PAVEMENT VARIES - SEE PLANS 21.75% 0.25' TYPE E CURB AND GUTTER 3 DT-01 0.5' SHEET NUMBER TYPICAL SECTION TYPICAL DRIVEWAY SECTION 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS TS-03 DRIVEWAY WITH CONTIGUOUS SIDEWALK 8/1/23 ---PAGE BREAK--- MSS MSS MSD EPP EPP EXISTING FENCE AND WALL - PROTECT IN PLACE TWIN VIEW DRIVE 5 5 4 1 1 1 2 2 7 7 7 8 8 8 8 2 9 PROTECT SPEED RAMP IN PLACE 6 6 6 6 3 BEGIN STA: 105+93.49 BEGIN STA: 104+16.67 END STA: 105+73.04 7 END STA: 106+32.00 3 Existing Rock Sign CT IN PLACE 2000 EAST 2000 EAST RD DRIVE 3650 S. 2000 E. 3600 S. 2000 E. 101 101 MSS MSD MSS EPP EPP EXISTING FENCE AND WALL - PROTECT IN PLACE 4 2 2 3 1 2 Existing Rock Sign PROTECT IN PLACE 2000 EAST 1999 E. SIGGARD DRIVE NORTH MATCHLINE STA: 102+50 SEE SHEET RMV-01 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. MATCHLINE STA: 106+50 SEE SHEET RMV-02 MATCHLINE STA: 102+50 SEE SHEET RMV-01 NORTH SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS REMOVALS RMV-01 MSP MSP JJS LEGEND LIMITS OF ROADWAY EXCAVATION REMOVE EXISTING CONCRETE PAVEMENT 1-INCH ROTOMILL GENERAL NOTES: 1. ALL TREE REMOVALS ARE TO BE VERIFIED PRIOR TO EXECUTION OF WORK 2. ALL TREES NOT NOTED TO BE REMOVED ARE TO BE PROTECTED IN PLACE 3. SEE PLAN AND PROFILE SHEETS FOR LIMITS OF REMOVALS 4. SALVAGE ALL EXISTING IRRIGATION HARDWARE TO BE REMOVED PER GENERAL NOTE 35 ON IR-00. REMOVE EXISTING CONCRETE STRUCTURE REMOVE EXISTING IRRIGATION DITCH REMOVE EXISTING CONCRETE PAVEMENT 1 REMOVE EXISTING ASPHALT PAVEMENT 2 REMOVE EXISTING CURB AND GUTTER 3 REMOVE EXISTING SHRUB 4 REMOVE EXISTING TREE 5 TRIM TREE 6 REMOVE EXISTING FENCE 7 REMOVE EXISTING CONCRETE STRUCTURE 8 REMOVE MAILBOX 9 8/1/23 ---PAGE BREAK--- MSS MSS MSS MSS MSS EPP EPP EPP PROTECT SPEED RAMP IN PLACE Existing Non-Monolithic Wall - PROTECT IN PLACE REMOVE EXISTING MONOLITHIC WALL E. KELLER LN. E. MILLBROOK RD. 3500 S. 6 6 4 1 1 1 1 1 1 1 3 3 3 2 2 2 8 8 8 5 6 6 3 Existing Fence - PROTECT IN PLACE Existing Mailbox PROTECT IN PLACE 2000 EAST 1998 E. MILLBROOK ROAD 3530 S. 2000 E. 3526 S. 2000 E. 3520 S. 2000 E. 3508 S. 2000 E. MSS MSS EPP EPP GP EPP GP EPP Existing Fence and Wall - PROTECT IN PLACE E. WILMOTT DR. 4 2 2 1 1 1 3 3 2 2 2 8 8 8 8 10 10 12 12 6 6 3 3 2000 EAST 3570 S. 2000 E. 3558 S. 2000 E. 3554 S. 2000 E. 1998 E. MILLBROOK ROAD NORTH MATCHLINE STA: 110+50 SEE SHEET RMV-02 MATCHLINE STA: 106+50 SEE SHEET RMV-01 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. MATCHLINE STA: 114+50 SEE SHEET RMV-03 MATCHLINE STA: 110+50 SEE SHEET RMV-02 NORTH SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS REMOVALS RMV-02 MSP MSP JJS LEGEND LIMITS OF ROADWAY EXCAVATION REMOVE EXISTING CONCRETE PAVEMENT 1-INCH ROTOMILL REMOVE EXISTING CONCRETE STRUCTURE REMOVE EXISTING IRRIGATION DITCH REMOVE EXISTING CONCRETE PAVEMENT 1 REMOVE EXISTING ASPHALT PAVEMENT 2 REMOVE EXISTING CURB AND GUTTER 3 REMOVE EXISTING SHRUB 4 REMOVE EXISTING TREE 5 TRIM TREE 6 REMOVE EXISTING FENCE 7 REMOVE EXISTING CONCRETE STRUCTURE 8 REMOVE MAILBOX 9 RELOCATE MAILBOX 10 REMOVE SIGN 12 GENERAL NOTES: 1. ALL TREE REMOVALS ARE TO BE VERIFIED PRIOR TO EXECUTION OF WORK 2. ALL TREES NOT NOTED TO BE REMOVED ARE TO BE PROTECTED IN PLACE 3. SEE PLAN AND PROFILE SHEETS FOR LIMITS OF REMOVALS 4. SALVAGE ALL EXISTING IRRIGATION HARDWARE TO BE REMOVED PER GENERAL NOTE 35 ON IR-00. 8/1/23 ---PAGE BREAK--- EPP EPP MSD MSS MSD MSD EPP EPP EVERGREEN AVENUE 5 5 5 1 1 1 1 2 2 8 8 8 8 7 8 8 7 6 7 T BEG STA: 119+46.78 BEG OFF: 27.07' LT END STA: 119+49.38 END OFF: 62.85' LT BEG STA: 120+73.29 BEG OFF: 27.12' LT END STA: 121+14.09 END OFF: 31.42' LT 2000 EAST 8 3458 S. 2000 E. 3452 S. 2000 E. 3432 S. 2000 E. 3422 S. 2000 E. 3412 S. 2000 E. 14 14 MSS MSS EPP EPP EPP MILLBROOK DRIVE 6 5 5 5 1 1 1 3 2 2 2 8 8 1 3 7 7 10 6 6 BEG STA: 114+97.89 BEG STA: 24.76' LT END STA: 115+72.42 END OFF: 24.75' LT BEG STA: 117+51.71 BEG OFF: 41.24' LT END STA: 118+21.37 END OFF: 29.90' LT 13 2000 EAST 3 3504 S. 2000 E. 1996 E. MILLBROOK DRIVE 1995 E. MILLBROOK DRIVE NORTH MATCHLINE STA: 118+50 SEE SHEET RMV-03 MATCHLINE STA: 114+50 SEE SHEET RMV-02 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. MATCHLINE STA: 122+50 SEE SHEET RMV-04 MATCHLINE STA: 118+50 SEE SHEET RMV-03 NORTH SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS REMOVALS RMV-03 MSP MSP JJS LEGEND LIMITS OF ROADWAY EXCAVATION REMOVE EXISTING CONCRETE PAVEMENT 1-INCH ROTOMILL REMOVE EXISTING CONCRETE STRUCTURE REMOVE EXISTING IRRIGATION DITCH REMOVE EXISTING CONCRETE PAVEMENT 1 REMOVE EXISTING ASPHALT PAVEMENT 2 REMOVE EXISTING CURB AND GUTTER 3 REMOVE EXISTING TREE 5 TRIM TREE 6 REMOVE EXISTING FENCE 7 REMOVE EXISTING CONCRETE STRUCTURE 8 RELOCATE MAILBOX 10 REMOVE SIGN 12 GENERAL NOTES: 1. ALL TREE REMOVALS ARE TO BE VERIFIED PRIOR TO EXECUTION OF WORK 2. ALL TREES NOT NOTED TO BE REMOVED ARE TO BE PROTECTED IN PLACE 3. SEE PLAN AND PROFILE SHEETS FOR LIMITS OF REMOVALS 4. SALVAGE ALL EXISTING IRRIGATION HARDWARE TO BE REMOVED PER GENERAL NOTE 35 ON IR-00. SAW CUT AND REMOVE UPPER PORTION OF CONCRETE CHUTE TO LIMITS OF NEW CONSTRUCTION TO ACCOMMODATE NEW MILL CREEK DIVERSION STRUCTURE. REMOVE AND PRESERVE SLCO EQUIPMENT BOX AND EQUIPMENT (CURRENTLY MOUNTED TO TOP OF CHUTE WALL). REMOVE AND PRESERVE METAL WEIR 13 8/1/23 ---PAGE BREAK--- MSS EPP EPP EPP EPP GP GP EPP Existing Wall - PROTECT IN PLACE 5 5 5 5 1 2 2 2 2 2 3 7 8 8 1 7 7 3 6 6 3 3 END STA: 126+68.99 END OFF: 32.00' LT BEG STA: 127+24.60 BEG OFF: 23.13' LT END STA: 127+25.57 END OFF: 56.75' LT BEG STA: 127+99.77 BEG OFF: 23.93' LT END STA: 128+43.72 END OFF: 30.87' LT 3 8 8 2 2000 EAST 3358 S. 2000 E. 3350 S. 2000 E. 3346 S. 2000 E. 3340 S. 2000 E. 1997 E MILL CORNER CIR 1990 E. 3300 S. 14 MSD EPP EPP MSD MSD EPP EPP GP GP GP EPP 3375 SOUTH 5 5 5 5 1 1 1 1 3 3 2 7 7 8 8 8 3 8 8 1 3 3 3 BEG STA: 123+18.35 BEG OFF: 23.99' LT END STA: 123+32.01 END OFF: 50.47' LT 7 BEG STA: 123+45.55 BEG OFF: 36.45' LT END STA: 123+84.92 END OFF: 47.64' LT 7 BEG STA: 124+06.62 BEG OFF: 42.21' LT END STA: 124+43.87 END OFF: 47.15' LT BEG STA: 125+02.12 BEG OFF: 26.25' LT END STA: 125+59.34 END OFF: 23.01' LT BEG STA: 126+09.87 BEG OFF: 24.50' LT 7 2000 EAST 3402 S. 2000 E. 3396 S. 2000 E. 3394 S. 2000 E. 3382 S. 2000 E. 3366 S. 2000 E. NORTH MATCHLINE STA: 126+50 SEE SHEET RMV-04 MATCHLINE STA: 122+50 SEE SHEET RMV-03 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. MATCHLINE STA: 130+50 SEE SHEET RMV-05 MATCHLINE STA: 126+50 SEE SHEET RMV-04 NORTH SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS REMOVALS RMV-04 MSP MSP JJS LEGEND LIMITS OF ROADWAY EXCAVATION REMOVE EXISTING CONCRETE PAVEMENT 1-INCH ROTOMILL REMOVE EXISTING CONCRETE STRUCTURE REMOVE EXISTING IRRIGATION DITCH REMOVE EXISTING CONCRETE PAVEMENT 1 REMOVE EXISTING ASPHALT PAVEMENT 2 REMOVE EXISTING CURB AND GUTTER 3 REMOVE EXISTING TREE 5 TRIM TREE 6 REMOVE EXISTING FENCE 7 REMOVE EXISTING CONCRETE STRUCTURE 8 REMOVE SIGN 12 GENERAL NOTES: 1. ALL TREE REMOVALS ARE TO BE VERIFIED PRIOR TO EXECUTION OF WORK 2. ALL TREES NOT NOTED TO BE REMOVED ARE TO BE PROTECTED IN PLACE 3. SEE PLAN AND PROFILE SHEETS FOR LIMITS OF REMOVALS 4. SALVAGE ALL EXISTING IRRIGATION HARDWARE TO BE REMOVED PER GENERAL NOTE 35 ON IR-00. RELOCATE 3-INCH CONCRETE WALL 5 FEET TO THE WEST 14 8/1/23 ---PAGE BREAK--- MSD MSD MSD MW MSD EPP EPP MSD EPP 3300 SOUTH 2 2 2000 EAST 3302 S. 2000 E. 3 1 10 NORTH MATCHLINE STA: 130+50 SEE SHEET RMV-04 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS REMOVALS RMV-05 MSP MSP JJS LEGEND LIMITS OF ROADWAY EXCAVATION REMOVE EXISTING CONCRETE PAVEMENT 1-INCH ROTOMILL REMOVE EXISTING CONCRETE STRUCTURE REMOVE EXISTING IRRIGATION DITCH GENERAL NOTES: 1. ALL TREE REMOVALS ARE TO BE VERIFIED PRIOR TO EXECUTION OF WORK 2. ALL TREES NOT NOTED TO BE REMOVED ARE TO BE PROTECTED IN PLACE 3. SEE PLAN AND PROFILE SHEETS FOR LIMITS OF REMOVALS 4. SALVAGE ALL EXISTING IRRIGATION HARDWARE TO BE REMOVED PER GENERAL NOTE 35 ON IR-00. REMOVE EXISTING CONCRETE PAVEMENT 1 REMOVE EXISTING ASPHALT PAVEMENT 2 REMOVE EXISTING CURB AND GUTTER 3 RELOCATE MAILBOX 10 8/1/23 ---PAGE BREAK--- 4532 4536 4540 4544 4548 4552 4532 4536 4540 4544 4548 4552 10+00 4534.5 11+00 4538.7 4539.06 PVI: 10+33.42 EL: 4536.21 PVI: 10+91.91 EL: 4538.46 3.85% 7.33% BVCS: 11+23.65 BVCE: 4540.79 101 MSS MSD MSS EPP EPP 100+00 101+00 102+00 103+00 10+00 11+00 12+00 1 1 SIGGARD DR. 2000 E. 12 27 27 R3-17 R3-17bP LT 6.00 28 5 14 13 26 23 23 22 22 13 8 8 7 8 36 36 4 8 6 35 9 10+74.35 LT 5.42' 11+00.21 LT 6.00' 11+41.42 LT 5.00' 10+77.02 LT 29.12' 10+98.50 LT 29.48' 2000 EAST CENTERLINE 1999 E. SIGGARD DRIVE PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 102+50 SEE SHEET RD-02 SHEET NUMBER CONSTRUCTION ITEMS NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY Existing Ground 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-01 ASPHALT PATCH PROPOSED TBC INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 INSTALL HMA DRIVE APPROACH (3-INCH THICK) 14 12-INCH STOP BAR (PAINT) 22 INSTALL CROSSWALK (PAINT) 23 RELOCATE SIGN 26 INSTALL TYPE Q CURB AND GUTTER 35 INSTALL NO. 1 SIDEWALK 36 8/1/23 ---PAGE BREAK--- 4535 4536 4540 4544 4548 4552 4556 4535 4536 4540 4544 4548 4552 4556 12+00 4543.3 4543.90 13+00 4541.7 4543.43 14+00 4541.6 4543.73 15+00 4542.8 4543.23 PVI: 13+85.00 EL: 4543.81 PVI: 15+50.00 EL: 4542.98 PVI ELEV:4544.46 AD:8.53% K:11.72 100.00' VC EVCS: 12+23.65 EVCE: 4543.86 PVI STA:12+74.98 PVI ELEV:4543.24 AD:1.71% K:58.45 100.00' VC BVCS: 12+24.98 BVCE: 4543.84 EVCS: 13+24.98 EVCE: 4543.50 LOW POINT ELEV: 4543.42 LOW POINT STA: 12+95.04 -0.50% -0.63% -1.20% 0.51% EAST TWIN VIEW DR 2000 EAST MSS MSD EPP EPP 102+00 103+00 104+00 105+00 106+00 +00 12+00 13+00 14+00 15+00 2 2 5 9 9 9 11 11 1 17 19 17 2000 E. 11 17 17 7 12 13 11.38% 11.25% 9.99% 27 27 R3-17 R7-9A 27 27 R3-17 R3-17bP 26 26 26 26 25 17 19 17 20 20 24 24 24 12+61.28 LT 6.00' 12+61.02 LT 45.54' 12+71.00 LT 45.22' 12+71.28 LT 6.00' 13+28.15 LT 6.00' 13+27.70 LT 45.66' 13+37.93 LT 45.82' 13+38.15 LT 6.00' 15+00.93 LT 6.00' 15+02.64 LT 17.96' 15+18.93 LT 17.06' 15+18.93 LT 6.02' 28 28 28 29 5 26 2000 E. 3 24 24 24 24 23 22 8 8 7 36 6 LT 6.00' 11+41.42 LT 5.00' VE 3650 S. 2000 E. 3600 S. 2000 E. PLAN VIEW PROFILE VIEW MATCHLINE STA: 106+50 SEE SHEET RD-03 MATCHLINE STA: 102+50 SEE SHEET RD-01 SHEET NUMBER CONSTRUCTION ITEMS NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. 2 SEE MUTCD 2009 EDITION SECTION 3B.25. SPEED HUMP MARKINGS FOR LAYOUT DETAILS. 3 SEE MUTCD 2009 EDITION SECTION 3B.26. ADVANCE WARNING MARKINGS FOR SPEED HUMP LAYOUT DETAILS. Existing Ground PROPOSED TBC 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-02 3 2 3 2 2 3 NORTH LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 PAVEMENT MESSAGE (PAINT) 24 REMOVE STRIPING (SOLID AND PERMISSIVE) 25 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 INSTALL MAILBOX 29 8/1/23 ---PAGE BREAK--- 4535 4536 4540 4544 4548 4552 4556 4535 4536 4540 4544 4548 4552 4556 16+00 4542.2 4542.67 17+00 4539.7 4541.91 18+00 4539.2 4541.38 19+00 4539.5 4541.18 PVI: 16+13.05 EL: 4542.59 PVI: 17+25.00 EL: 4541.71 PVI: 18+75.01 EL: 4541.06 PVI: 19+14.15 EL: 4541.26 -0.63% -0.78% -0.44% 0.51% -0.54% WILMOTT DR MSS MSS EPP EPP GP EPP GP EPP E. WILMOTT DR. 107+00 108+00 109+00 110+00 16+00 17+00 18+00 19+00 2 2 5 36 36 7 9 9 9 14 14 11 11 4 8 4 8 17 19 17 17 9 12 13 10 10 7.93% 5.20% 7.44% 2.86% 2 R7 9A 27 27 R3-17 R7-9A 27 R7-9A 27 R2-1 17 19 17 20 20 24 24 15+90.79 LT 6.00' 15+90.44 LT 20.10' 16+10.77 LT 20.63' 16+10.79 LT 6.00' 17+99.67 LT 6.00' 18+02.64 LT 49.62' 18+19.95 LT 48.02' 18+17.17 LT 6.00' 18+75.45 LT 5.97' 18+78.31 LT 34.50' 18+88.67 LT 33.96' 18+91.37 LT 5.97' 19+22.91 LT 6.00' 19+45.80 LT 6.00' 19+49.28 LT 5.98' 19+46.35 LT 36.15' 19+76.20 LT 36.28' 19+61.22 LT 5.98' 17 2000 E. 3 6 6 6 6 16 3570 S. 2000 E. 3558 S. 2000 E. 3554 S. 2000 E. PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 110+50 SEE SHEET RD-04 MATCHLINE STA: 106+50 SEE SHEET RD-02 SHEET NUMBER CONSTRUCTION ITEMS NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. 3 SEE MUTCD 2009 EDITION SECTION 3B.26. ADVANCE WARNING MARKINGS FOR SPEED HUMP LAYOUT DETAILS. 4 POUR DRIVEWAY IN SINGLE POUR. Existing Ground PROPOSED TBC 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-03 2 LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH 4 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE WATERWAY 10 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 INSTALL HMA DRIVE APPROACH (3-INCH THICK) 14 MAINTAIN LANDSCAPING/IRRIGATION 16 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 PAVEMENT MESSAGE (PAINT) 24 INSTALL NEW SIGN 27 INSTALL NO. 1 SIDEWALK 36 3 8/1/23 ---PAGE BREAK--- 4525 4528 4532 4536 4540 4544 4548 4525 4528 4532 4536 4540 4544 4548 20+00 4539.4 4540.79 21+00 4538.6 4540.21 22+00 4538.7 4539.67 23+00 4538.0 4539.16 PVI: 20+66.04 EL: 4540.43 PVI: 21+25.02 EL: 4540.04 PVI: 22+89.74 EL: 4539.22 -0.65% -0.50% -0.64% -0.54% ROOK ROAD EAST KELLER 3500 SOUTH 2000 EAST MSS MSS MSS MSS MSS EPP EPP EPP E. KELLER LN. E. MILLBROOK RD. 3500 S. 111+00 112+00 113+00 114+00 20+00 21+00 22+00 23+00 2 2 2 2 2 1 1 1 5 5 7 36 36 7 9 9 11 11 8 8 6 4 8 6 4 8 6 36 4 8 19 17 17 6 13 13 10 10 13 13 13 13 12 13 6.88% 10.18% 12.67% 26 26 26 26 26 25 26 20 20 17 17 17 17 17 17 20 20 20 20 27 R7-9A 24 24 24 24 24 19 27 27 R3-17 R7-9A 27 27 R3-17 R7-9A 21+43.25 LT 6.00' 21+39.86 LT 27.18' 21+56.99 LT 27.71' 21+57.81 LT 6.00' 21+94.41 LT 6.09' 21+92.32 LT 46.62' 22+13.25 LT 46.97' 22+13.57 LT 6.09' 23+63.41 LT 6.00' 23+69.87 LT 27.15' 23+88 LT 25.2 L 6 28 2000 E. 24 24 24 24 3 3 32 38 34 22+32.44 LT 4.00' 23+47.97 LT 4.00' 4.0' 4.0' 23+59.52 LT 27.16' 23+58.47 LT 11.73' 1998 E. MILLBROOK ROAD 3530 S. 2000 E. 3526 S. 2000 E. 3520 S. 2000 E. 3508 S. 2000 E. 5.58% PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 110+50 SEE SHEET RD-03 SHEET NUMBER MATCHLINE STA:114+50 SEE SHEET RD-05 CONSTRUCTION ITEMS Existing Ground PROPOSED TBC 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-04 2 3 3 3 2 LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. 2 SEE MUTCD 2009 EDITION SECTION 3B.25. SPEED HUMP MARKINGS FOR LAYOUT DETAILS. 3 SEE MUTCD 2009 EDITION SECTION 3B.26. ADVANCE WARNING MARKINGS FOR SPEED HUMP LAYOUT DETAILS. ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE WATERWAY 10 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 PAVEMENT MESSAGE (PAINT) 24 REMOVE STRIPING (SOLID AND PERMISSIVE) 25 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 RESTORE CONCRETE RETAINING WALL 32 INSTALL CONCRETE STEPS 34 INSTALL NO. 1 SIDEWALK 36 REMOVE AND REPLACE EXISTING PAVERS TO GRADE 38 8/1/23 ---PAGE BREAK--- 4530 4532 4536 4540 4544 4548 4552 4530 4532 4536 4540 4544 4548 4552 24+00 4536.5 4538.52 25+00 4535.9 4537.68 26+00 4535.6 4536.98 27+00 4535.9 4536.53 PVI: 23+99.98 EL: 4538.52 PVI: 24+50.01 EL: 4538.04 PVI: 26+07.46 EL: 4536.93 PVI: 26+35.49 EL: 4536.88 PVI: 26+75.96 EL: 4536.69 PVI: 27+25.00 EL: 4536.36 PVI: 27+70.09 EL: 4536.13 -0.64% -0.97% -0.70% -0.18% -0.46% 0.52% -0.67% -0.53% MSS MSS EPP EPP EPP 115+00 116+00 117+00 118+00 24+00 25+00 26+00 27+00 2 2 1 1 1 5 5 36 37 7 7 9 11 8 6 8 4 8 6 6 17 19 20 17 1 E. MILLBROOK DR. 23 12 13 13 8 36 13 12.67% 6.24% 17 17 26 26 26 26 24 24 24 24 27 27 R3-17 R7-9A 27 27 R3-17 R7-9A 27 R7-9A 17 17 69.87 27.15' 23+88.60 LT 25.32' 23+86.89 LT 6.00' 27+40.79 LT 5.95' 27+58.67 LT 6.02' 27+63.35 LT 21.80' 27+47.85 LT 26.64' 39 6 36 4 8 28 2000 E. 5.5' 24 24 24 38 23+91.02 LT 5.50' 24+87.02 LT 5.00' 5.5' 24+58.02 LT 5.00' 24+87.02 LT 6.25' 5.0' 3504 S. 2000 E. 1996 E. MILLBROOK DRIVE 1995 E. MILLBROOK DRIVE 5.58% PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 118+50 SEE SHEET RD-06 MATCHLINE STA: 114+50 SEE SHEET RD-04 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and Associates, Inc. SHEET NUMBER CONSTRUCTION ITEMS NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. 2 SEE MUTCD 2009 EDITION SECTION 3B.26. ADVANCE WARNING MARKINGS FOR SPEED HUMP LAYOUT DETAILS. Existing Ground PROPOSED TBC 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-05 2 2 LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH ROADWAY DRAINAGE FLOWS WEST DOWN EAST MILLBROOK DRIVE. SEE GRADING SHEETS FOR SLOPES. ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 MAINTAIN LANDSCAPING/IRRIGATION 16 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 INSTALL CROSSWALK (PAINT) 23 PAVEMENT MESSAGE (PAINT) 24 REMOVE STRIPING (SOLID AND PERMISSIVE) 25 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 INSTALL NO. 1 SIDEWALK 36 18-INCH THICKENED EDGE SIDEWALK (SEE DT-01,4) 37 WROUGHT IRON FENCE AND GATE 39 8/1/23 ---PAGE BREAK--- 4522 4524 4528 4532 4536 4540 4544 4522 4524 4528 4532 4536 4540 4544 28+00 4534.9 4536.28 29+00 4534.3 4536.80 30+00 4534.5 4536.83 31+00 4535.1 4535.90 PVI: 29+12.08 EL: 4536.86 PVI: 29+31.08 EL: 4536.76 PVI: 30+13.41 EL: 4536.84 PVI: 31+01.63 EL: 4535.88 -0.50% 0.52% -0.50% 0.10% -1.09% PVI: 29+12.08 EL: 4536.86 PVI: 29+31.08 EL: 4536.76 PVI: 30+13.41 EL: 4536.84 PVI: 31+01.63 EL: 4535.88 -0.50% 0.52% -0.50% 0.10% -1.09% EPP EPP MSD MSS MSD MSD EPP EPP 11.15% 0.35% 0.54% R4-11 R3-17 R3-17bP R3-17 R7-9A 2 2 1 1 5 5 7 7 9 11 11 11 E. EVERGREEN AVE. E. EVERGREEN AVE. 8 6 8 6 17 17 19 17 23 22 22 23 22 9 9 17 12 13 13 22 27 27 27 27 27 26 26 26 26 26 26 20 20 24 24 20 20 17 17 19 17 26 24 24 7 37 30+83.13 LT 33.87' 31+11.16 LT 33.52' 31+05.76 LT 6.00' 31+40.06 LT 36.06' 31+48.56 LT 6.00' 28+55.63 LT 35.32' 28+55.91 LT 5.96' 28+71.11 LT 32.93' 28+69.80 LT 5.96' 28 28 5.50' 5 50' 2000 E 119+00 120+00 121+00 122+00 28+00 29+00 30+00 31+00 31 31+42.94 LT 21.91' 39 3458 S. 2000 E. 3452 S. 2000 E. 3432 S. 2000 E. 3422 S. 2000 E. 3412 S. 2000 E. 5.50' PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 122+50 SEE SHEET RD-07 MATCHLINE STA: 118+50 SEE SHEET RD-05 SHEET NUMBER CONSTRUCTION ITEMS PROPOSED TBC Existing Ground 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-06 NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH ROADWAY DRAINAGE FLOWS WEST DOWN EAST EVERGREEN AVENUE. SEE GRADING SHEETS FOR SLOPES. ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 12-INCH STOP BAR (PAINT) 22 INSTALL CROSSWALK (PAINT) 23 PAVEMENT MESSAGE (PAINT) 24 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 INSTALL MAILBOX 29 RECONSTRUCT SURVEY MONUMENT 31 18-INCH THICKENED EDGE SIDEWALK (SEE DT-01,4) 37 WROUGHT IRON FENCE 39 3 8/1/23 ---PAGE BREAK--- MSD EPP EPP MSD MSD EPP EPP GP GP GP EPP 3375 S. 1.23% 3.88% 6.63% 9.02% R3-17 R7-9A 2 2 1 1 7 8 6 8 19 17 17 5 7 9 11 9 11 9 11 9 11 13 13 12 26 27 27 26 26 26 26 26 24 24 24 24 24 24 24 19 17 20 20 17 7 7 7 33+73.32 LT 28.92' 33+88.84 LT 28.34' 33+88.95 LT 6.00' 33+72.94 LT 6.00' 6 33+33.49 LT 6.03' 33+32.21 LT 37.39' 33+12.29 LT 6.03' 33+12.04 LT 36.83' 32+73.51 LT 6.00' 32+72.03 LT 26.15' 32+62.12 LT 26.10' 32+61.51 LT 6.00' 32+37.00 LT 5.84' 32+50.32 LT 36.05' 32+05.46 LT 36.28' 32+13.01 LT 6.00' 31+85.27 LT 36.07' 28 28 28 33 30 5.50' 2000 E 123+00 124+00 125+00 126+00 32+00 33+00 34+00 35+00 5 24 3 3 32+07.23 LT 18.72' 32+50.02 LT 18.40' 31+82.30 LT 22.10' 7 7 7 26 6 6 6 3402 S. 2000 E. 3396 S. 2000 E. 3394 S. 2000 E. 3390 S. 2000 E. 3382 S. 2000 E. 3366 S. 2000 E. 4522 4524 4528 4532 4536 4540 4544 4522 4524 4528 4532 4536 4540 4544 32+00 4533.4 4535.40 33+00 4533.5 4535.09 34+00 4532.8 4535.52 35+00 4534.2 4535.62 PVI: 34+06.97 EL: 4535.56 PVI: 34+52.17 EL: 4535.33 PVI: 35+05.66 EL: 4535.65 PVI: 35+71.67 EL: 4535.19 -0.50% 0.50% -0.50% 0.60% -0.70% 0.39% PVI STA:32+87.52 PVI ELEV:4534.96 AD:0.99% K:100.60 100.00' VC BVCS: 32+37.52 BVCE: 4535.21 EVCS: 33+37.52 EVCE: 4535.21 LOW POINT ELEV: 4535.09 LOW POINT STA: 32+87.41 PVI: 34+06.97 EL: 4535.56 PVI: 34+52.17 EL: 4535.33 PVI: 35+05.66 EL: 4535.65 PVI: 35+71.67 EL: 4535.19 PVI: 33+37.52 EL: 4535.21 -0.50% 0.50% -0.50% 0.60% -0.70% 0.39% PVI STA:32+87.52 PVI ELEV:4534.96 AD:0.99% K:100.60 100.00' VC BVCS: 32+37.52 BVCE: 4535.21 EVCS: 33+37.52 EVCE: 4535.21 LOW POINT ELEV: 4535.09 LOW POINT STA: 32+87.41 PLAN VIEW PROFILE VIEW MATCHLINE STA: 126+50 SEE SHEET RD-08 MATCHLINE STA: 122+50 SEE SHEET RD-06 SHEET NUMBER CONSTRUCTION ITEMS 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-07 NORTH NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 4-INCH DOTTED WHITE STRIPE (PAINT) 20 PAVEMENT MESSAGE (PAINT) 24 REMOVE STRIPING (SOLID AND PERMISSIVE) 25 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 RELOCATE FENCE 30 INSTALL FENCE (6-FOOT WOOD) 33 8/1/23 ---PAGE BREAK--- 2000 EAST TIES, LP MSS EPP EPP EPP EPP GP GP EPP 9.00% 8.42% 8.83% 7.48% 2.89% 1.02% R4-11 R3-17 R7-9A 2 1 5 7 9 11 9 14 14 9 14 9 9 11 17 19 17 17 18 9 13 12 27 26 27 27 26 26 26 24 24 24 24 24 24 24 24 23 7 7 7 7 7 8 6 4 36 130+16.35 0.00' 39+39.94 LT 6.00' 38+58.86 LT 6.00' 38+40.86 LT 6.00' 38+40.79 LT 20.00' 37+92.78 LT 35.73' 38+34.30 LT 36.49' 38+34.44 LT 11.67' 38+15.24 LT 11.72' 38+15.23 LT 6.00' 37+95.23 LT 6.00' 37+15.34 LT 27.01' 37+23.75 LT 26.99' 37+25.15 LT 5.99' 37+13.16 LT 5.98' 36+53.82 LT 35.07' 36+76.16 LT 35.13' 36+80.37 LT 6.00' 36+64.37 LT 6.00' 36+08.40 LT 6.00' 36+08.03 LT 30.15' 35+99.21 LT 30.16' 35+96.57 LT 6.00' 38+58.54 LT 20.10' 30 39 28 5.50' 2000 E 127+00 128+00 129+00 130+00 36+00 37+00 38+00 39+00 24 3 3 3 6 6 14 28 3358 S. 2000 E. 3350 S. 2000 E. 3346 S. 2000 E. 3340 S. 2000 E. 1997 E MILL CORNER CIR 1990 E. 3300 S. 4522 4524 4528 4532 4536 4540 4544 4522 4524 4528 4532 4536 4540 4544 36+00 4533.7 4535.30 37+00 4532.2 4535.06 38+00 4534.6 4535.02 39+00 4535.1 4535.14 PVI: 36+28.97 EL: 4535.41 PVI: 36+98.66 EL: 4535.06 PVI: 37+32.00 EL: 4535.22 PVI: 37+82.42 EL: 4534.96 PVI: 38+79.30 EL: 4535.26 PVI: 39+69.00 EL: 4534.75 0.39% -0.51% 0.50% -0.52% 0.30% -0.57% 0.40% PVI: 36+28.97 EL: 4535.41 PVI: 36+98.66 EL: 4535.06 PVI: 37+32.00 EL: 4535.22 PVI: 37+82.42 EL: 4534.96 PVI: 38+79.30 EL: 4535.26 PVI: 39+69.00 EL: 4534.75 0.39% -0.51% 0.50% -0.52% 0.30% -0.57% 0.40% PLAN VIEW PROFILE VIEW MATCHLINE STA: 130+50 SEE SHEET RD-09 MATCHLINE STA: 126+50 SEE SHEET RD-07 SHEET NUMBER CONSTRUCTION ITEMS PROPOSED TBC Existing Ground 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-08 NORTH NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 INSTALL 6-INCH CONCRETE CURB 6 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL ADA DETECTABLE WARNING DEVICE 8 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL CONCRETE FLATWORK (6-INCH THICK) 11 1-INCH MILL AND OVERLAY (AC-20 DM-1/2) 12 PAVEMENT WIDENING. PLACE HOT-MIX ASPHALT CONCRETE, AC-20 DM-1/2 (3-INCH THICK) & PLACE UNTREATED BASE COURSE, GRADE 1-1/2 (8-INCH THICK) 13 INSTALL HMA DRIVE APPROACH (3-INCH THICK) 14 4-INCH SOLID WHITE STRIPE (PAINT) 17 4-INCH SOLID YELLOW STRIPE (PAINT) 18 4-INCH DOUBLE YELLOW STRIPE (PAINT) 19 INSTALL CROSSWALK (PAINT) 23 PAVEMENT MESSAGE (PAINT) 24 REMOVE STRIPING (SOLID AND PERMISSIVE) 25 RELOCATE SIGN 26 INSTALL NEW SIGN 27 INSTALL FENCE (MATCH EXISTING) 28 RELOCATE FENCE 30 INSTALL NO. 1 SIDEWALK 36 INSTALL FENCE-BLACK COATED CHAIN LINK (4 FEET HIGH) 39 8/1/23 ---PAGE BREAK--- ERTY LLC 0 E. 13 3300 SOUTH STREET (UT-171) 2000 KYLE B. TY SN 2005 16-2 MSD MSD MW MSD EPP 2 1 1 7 9 24 24 24 130+85.33 LT 6.00' 40+40.55 LT 4.03' 40+24.41 LT 6.00' 21 131+00 132+00 40+00 41+00 42+ 4 5 3 40+78.54 LT 4.00' 130+85.28 RT 5.00' 131+56.29 RT 5.00' 131+56.40 LT 6.00' 24 14 3302 S. 2000 E. 6.94% 7.72% 5.46% 3.95% 6 40+62.30 LT 33.25' 40+50.04 LT 25.64' 4522 4524 4528 4532 4536 4540 4544 4522 4524 4528 4532 4536 4540 4544 40+00 4534.6 4534.87 0.40% 0.40% PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 130+50 SEE SHEET RD-08 SHEET NUMBER CONSTRUCTION ITEMS 3300 S. PROPOSED TBC Existing Ground 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS PLAN & PROFILE RD-09 3300 S. NOTES: 1) SEE GRADING DETAILS FOR PEDESTRIAN RAMP GEOMETRY. LEGEND 1 INCH MILL AND OVERLAY (AC 20 DM-1/2) PAVEMENT WIDENING COBBLE ROCK NO. 1 SIDEWALK FLARED DRIVE APPROACH DETECTABLE WARNING SURFACE HMA DRIVE APPROACH (3 - INCH THICK) CONCRETE FLATWORK (6 - INCH THICK) CONCRETE WATERWAY ASPHALT PATCH 2000 EAST CENTERLINE ADJUST WATER VALVE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 1 ADJUST MANHOLE TO GRADE AND INSTALL 12-INCH CONCRETE COLLAR (PER APWA PLAN 574) 2 ADJUST WATER METER TO GRADE 3 INSTALL NO. 1 CURB AND GUTTER 4 INSTALL TYPE E CURB AND GUTTER (SEE DT-01,3) 5 6-INCH THICKENED EDGE SIDEWALK (SEE DT-01,1) 7 INSTALL FLARED DRIVE APPROACH (SEE TS-03 & DT-03,1) 9 INSTALL HMA DRIVE APPROACH (3-INCH THICK) 14 8-INCH SOLID WHITE STRIPE (PAINT) 21 PAVEMENT MESSAGE (PAINT) 24 INSTALL 6-INCH CONCRETE CURB 6 8/1/23 ---PAGE BREAK--- 5.00' 6" 12" 6" 3:1 MAX 4" UNTREATED BASE COURSE 6 - INCH THICKENED EDGE SIDEWALK 1 TACK COAT TACK COAT 1" OVERLAY 3" HMA 10" UTBC 13" GRANULAR BORROW AGGREGATE BASE SUBGRADE BITUMINOUS CONCRETE TRENCH BACKFILL 2.00' 2.00' SEE GSD-01 ASPHALT T-PATCH 2 12" 6" 6" 24" 2" 8" 3 4" R 2" CONTRACTION JOINT 6" 6" UNTREATED BASE COURSE TYPE E CURB AND GUTTER 3 5.50' 6" 24" 18" 3:1 MAX 18 - INCH THICKENED EDGE SIDEWALK 4 4" UNTREATED BASE COURSE 23+87.00 TO 24+87.00 3 - NO. 5 BARS EQUALLY SPACED 18"X18" - 90 DEGREE BEND NO. 5 BAR 12" OC 0.50' WROUGHT IRON FENCE MOUNT TO CONCRETE SIDEWALK 0'-5" 0'-3" 27+62.20 TO 28+52.42 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER DT-01 ROADWAY DETAILS 8/1/23 ---PAGE BREAK--- 1.5 8 2 8 1 2.5 3.3 5.9 1 2.5 3 6.6 2 2.8 2.4 1.5 18 12 P B I KE LAN E 18 R3-17_24x18; 1.7 8 5 14 5 1.3 11 24 1 4 2 8.2 2 9.8 2 2 7 BIKE LANE 3.1 10 6.4 17.2 2.5 4 5.3 8.5 3 7.9 2.5 4 3 10.4 3 10.6 6.4 5.3 3 3.9 30 30 MAY USE FU LL LAN E 2 4 5.6 12.8 5.6 2 8 24 EN DS R3-17 R7-9a R3-17bP R4-11 6.2 20 7.3 15.4 7.3 3 29.2 30 S1-1 1.9 8.2 6.2 11.6 6.2 1.9 12 24 W16-7pL 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER DT-02 NEW SIGN DETAILS NOTES: 1) SEE P&P SHEETS FOR SIGN PLACEMENT. 8/1/23 ---PAGE BREAK--- FLARED DRIVE APPROACH 1 2.00' 4.00' 5.00' 6.00' VARIES 5.00' 6.00' 2.00' 4.00' 8.00' 8.00' 2.00' 2.00' 8:1 8:1 CURB AND GUTTER DRIVEWAY SIDEWALK SIDEWALK DRIVEWAY TIE-IN 3.50' 3.50' EPP EPP STA:113+64.53 OFF:11.00'LT STA:115+32.27 OFF:11.00'LT 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS SHEET NUMBER DT-03 DRIVEWAY DETAIL NOTES: 1) SEE P&P SHEETS FOR DRIVEWAY LOCATIONS AND STATION/OFFSET INFORMATION. DEDUCT ALTERNATE AREA 2 NOTES: 1) ALL PROPOSED IMPROVEMENTS WITHIN THE DESIGNATED BOUNDARY WILL BE DEDUCTED FROM THE BASE BID PER OWNER'S DIRECTION. DITCH TRANSITIONS FROM PROPOSED INFRASTRUCTURE TO EXISTING GRADE WILL BE ADDRESSED DURING CONSTRUCTION. 2) SEE THE FOLLOWING SHEETS FOR IMPROVEMENTS TO BE DEDUCTED FROM BASE BID AT OWNERS DIRECTION: RD-04, RD-05, IR-03, IR-04, SD-04 3504 S 2000 E DEDUCT ALTERNATE AREA DEDUCT ALTERNATE AREA 8/1/23 ---PAGE BREAK--- TBC 11+46.57/29.37'RT ELEV:4543.88 11+50.14/23.25'RT MATCH EXISTING 11+45.62/45.11'RT MATCH EXISTING 11+26.47/61.61'RT ELEV:4542.98 11+50.41/29.08'RT MATCH EXISTING 11+32.36/73.59'RT MATCH EXISTING 11+33.82/70.23'RT MATCH EXISTING 11+21.17/61.02'RT MATCH EXISTING 11+22.43/57.51'RT MATCH EXISTING TBC 11+60.40/0.00' ELEV:4542.91 TBC 11+47.58/0.00' ELEV:4542.10 TBC 11+41.58/0.00' ELEV:4542.00 11+41.38/6.13'LT ELEV:4542.06 11+47.66/6.25'LT ELEV:4542.13 11+60.40/6.44'LT ELEV:??? INSTALL 6-INCH CONCRETE CURB WALL 11+21.77/47.00'RT MATCH EXISTING 11+20.24/50.84'RT MATCH EXISTING 11+32.84/64.04'RT MATCH EXISTING 11+34.52/60.53'RT MATCH EXISTING 11+31.70/26.44'RT MATCH EXISTING 11+42.60/48.92'RT MATCH EXISTING 11+30.45/34.69'RT MATCH EXISTING TBC 11+42.79/30.39'RT ELEV:4543.78 TBC 11+40.73/37.21'RT ELEV:4543.92 TBC 11+43.12/41.64'RT ELEV:4544.05 TBC 11+44.95/38.94'RT ELEV:4543.79 TBC 11+46.74/32.22'RT ELEV:4543.69 TBC 11+43.01/32.80'RT ELEV:4543.66 TBC 11+41.87/36.14'RT ELEV:4543.72 11+23.09/62.90'RT ELEV:4542.95 11+25.14/65.02'RT ELEV:4543.02 TBC 11+25.22/55.46'RT ELEV:4542.97 TBC 11+28.38/58.78'RT ELEV:4543.31 1.64% 6.30% TBC 11+27.86/58.22'RT ELEV:4542.67 TBC 11+25.76/55.99'RT ELEV:4542.60 11+42.07/36.55'RT ELEV:4543.22 11+43.34/32.30'RT ELEV:4543.16 11+43.16/30.14'RT ELEV:4543.13 11+46.19/29.42'RT ELEV:4543.20 11+46.36/32.26'RT ELEV:4543.23 11+44.70/38.60'RT ELEV:4543.31 11+42.87/41.30'RT ELEV:4543.35 11+40.84/37.71'RT ELEV:4543.25 1.88% 8.29% 7.97% 0.89% 11+24.39/59.44'RT ELEV:4542.92 GRADING DETAIL - SIGGARD DRIVE SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-01 NORTH 8/1/23 ---PAGE BREAK--- 4.07% 4.57% 4.75% 6.37% 1.83% 1.57% 5.58% 4.70% 4.30% 4.29% 4.52% 1.86% 2.20% 0.67% 2.13% 3.01% 1.39% 17+51.41/64.37'RT MATCH EXISTING 17+53.66/40.56'RT MATCH EXISTING 17+63.09/40.59'RT MATCH EXISTING 17+63.32/32.24'RT MATCH EXISTING 17+82.17/32.40'RT MATCH EXISTING 17+82.50/42.93'RT MATCH EXISTING 17+62.32/65.68'RT MATCH EXISTING TBC 17+76.78/39.87'RT ELEV:4541.97 TBC 17+68.29/44.19'RT ELEV:4541.61 TBC 17+64.84/47.46'RT ELEV:4541.63 TBC 17+60.06/55.70'RT ELEV:4542.26 TBC 17+24.54/57.03'RT ELEV:4542.74 TBC 17+20.22/48.54'RT ELEV:4542.24 TBC 17+16.95/45.09'RT ELEV:4542.19 TBC 17+08.71/40.31'RT ELEV:4542.63 17+31.52/65.31'RT MATCH EXISTING 17+31.36/40.71'RT MATCH EXISTING 17+13.84/39.87'RT MATCH EXISTING 17+13.83/36.24'RT MATCH EXISTING 17+13.81/32.33'RT MATCH EXISTING 17+00.76/32.42'RT MATCH EXISTING 17+00.79/36.42'RT MATCH EXISTING 17+00.72/42.92'RT MATCH EXISTING 17+00.76/38.92'RT MATCH EXISTING 17+27.98/65.16'RT MATCH EXISTING 17+21.50/64.87'RT MATCH EXISTING 17+55.86/64.90'RT MATCH EXISTING 17+58.34/65.20'RT MATCH EXISTING 17+82.14/36.44'RT MATCH EXISTING 17+82.28/38.94'RT MATCH EXISTING 17+63.21/36.32'RT MATCH EXISTING 17+67.85/50.09'RT ELEV:4541.67 17+70.75/47.35'RT ELEV:4541.65 17+63.84/57.01'RT ELEV:4542.30 17+77.88/43.71'RT ELEV:4542.01 17+20.70/58.13'RT ELEV:4542.80 17+17.06/51.01'RT ELEV:4542.28 17+14.32/48.10'RT ELEV:4542.23 17+07.38/44.08'RT ELEV:4542.69 1.50% 1.24% INSTALL 6-INCH CONCRETE CURB WALL INSTALL 6-INCH CONCRETE CURB WALL 7.77% 1.00% 4.52% 1.47% 1.50% 1.60% 6.61% 5.80% GRADING DETAIL - WILMOTT DRIVE SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-02 NORTH 8/1/23 ---PAGE BREAK--- 29+71.53/6.89'RT MATCH EXISTING FL 29+35.54/0.48'RT ELEV:4536.22 TBC 30+22.93/0.00' ELEV:4536.74 FL 30+22.93/0.58'RT ELEV:4536.28 29+56.83/24.60'LT MATCH EXISTING 29+86.84/25.40'LT MATCH EXISTING TBC 29+35.52/0.19'LT ELEV:4536.22 TBC 29+27.52/0.00' ELEV:4536.78 FL 29+27.52/0.67'RT ELEV:4536.29 FL 29+48.87/5.08'LT ELEV:4536.07 29+49.79/4.11'LT ELEV:4536.13 29+35.59/1.81'RT ELEV:4536.28 29+27.52/7.50'RT MATCH EXISTING TBC 30+13.43/0.00' ELEV:4536.44 29+98.51/5.25'LT ELEV:4536.61 TBC 29+97.88/5.76'LT ELEV:4537.12 FL 30+13.42/0.58'RT ELEV:4536.44 FL 29+98.15/4.78'LT ELEV:4536.61 FL 29+97.50/5.31'LT ELEV:4536.62 30+22.93/7.50'RT MATCH EXISTING 30+22.93/5.00'LT ELEV:4536.82 30+13.43/5.00'LT ELEV:4536.49 30+13.40/2.00'RT ELEV:4536.50 29+97.29/3.66'LT ELEV:4536.68 5.60% 3.98% 3.50% 5.62% 5.34% 5.47% 1.82% 4.67% 30+22.93/2.00'RT ELEV:4536.41 1.22% 29+96.60/4.22'LT ELEV:4536.68 29+35.29/5.18'LT ELEV:4536.27 29+27.54/5.00'LT ELEV:4536.85 29+48.42/5.57'LT ELEV:4536.07 1.76% INSTALL 6-INCH CONCRETE CURB WALL 7.27% 1.48% 3.44% 1.50% GRADING DETAIL - MILLBROOK ROAD SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-03 NORTH 8/1/23 ---PAGE BREAK--- 5.66% 3.74% 2.80% 5.18% 1.59% 2.01% 8.51% 5.23% 2.23% 2.22% 2.93% 3.66% 3.96% 5.73% 20+39.57/31.79'RT MATCH EXISTING 20+39.55/35.79'RT MATCH EXISTING 20+39.56/37.71'RT MATCH EXISTING 20+39.56/38.29'RT MATCH EXISTING 20+39.58/42.29'RT MATCH EXISTING 20+59.81/31.82'RT MATCH EXISTING 20+59.83/35.81'RT MATCH EXISTING 20+59.85/40.23'RT MATCH EXISTING 20+69.80/39.86'RT MATCH EXISTING 20+70.63/60.48'RT MATCH EXISTING 20+66.64/60.64'RT MATCH EXISTING 20+65.11/60.69'RT MATCH EXISTING 20+64.52/60.70'RT MATCH EXISTING 20+60.52/60.89'RT MATCH EXISTING 20+90.91/39.95'RT MATCH EXISTING 20+91.43/63.15'RT MATCH EXISTING 20+95.43/62.99'RT MATCH EXISTING 20+97.20/62.86'RT MATCH EXISTING 20+97.78/62.86'RT MATCH EXISTING 21+05.13/31.69'RT MATCH EXISTING 21+22.83/31.53'RT MATCH EXISTING 21+22.82/35.53'RT MATCH EXISTING 21+05.14/35.69'RT MATCH EXISTING 21+05.29/39.82'RT MATCH EXISTING 21+22.82/37.44'RT MATCH EXISTING 21+22.82/38.03'RT MATCH EXISTING 21+22.81/42.03'RT MATCH EXISTING 21+01.78/62.89'RT MATCH EXISTING TBC 20+45.89/39.08'RT ELEV:4541.16 TBC 20+54.49/43.17'RT ELEV:4540.61 TBC 20+58.03/46.35'RT ELEV:4540.64 TBC 20+63.04/54.45'RT ELEV:4541.19 TBC 20+98.98/55.38'RT ELEV:4540.94 TBC 21+03.57/47.03'RT ELEV:4540.36 TBC 21+06.94/43.68'RT ELEV:4540.32 TBC 21+15.33/39.17'RT ELEV:4540.74 FL 20+46.04/38.52'RT ELEV:4540.66 FL 20+54.84/42.70'RT ELEV:4540.61 FL 20+58.46/45.95'RT ELEV:4540.64 FL 20+63.59/54.24'RT ELEV:4540.69 21+14.59/36.78'RT ELEV:4540.26 21+05.37/41.75'RT ELEV:4540.34 21+01.65/45.44'RT ELEV:4540.37 20+65.38/53.57'RT ELEV:4540.77 20+59.30/55.87'RT ELEV:4541.25 20+55.10/49.06'RT ELEV:4540.68 20+59.88/44.65'RT ELEV:4540.67 20+55.98/41.16'RT ELEV:4540.59 20+52.13/46.39'RT ELEV:4540.65 20+46.52/36.66'RT ELEV:4540.68 20+44.90/42.96'RT ELEV:4541.22 20+96.61/54.62'RT ELEV:4540.45 FL 20+98.42/55.20'RT ELEV:4540.44 FL 21+03.12/46.66'RT ELEV:4540.36 FL 21+06.57/43.23'RT ELEV:4540.32 FL 21+15.15/38.61'RT ELEV:4540.24 21+16.52/42.98'RT ELEV:4540.80 21+09.48/46.78'RT ELEV:4540.36 21+06.64/49.59'RT ELEV:4540.40 21+02.79/56.60'RT ELEV:4541.00 1.21% 3.96% 1.24% INSTALL 6-INCH CONCRETE CURB WALL INSTALL 6-INCH CONCRETE CURB WALL 7.11% 1.49% 7.20% 1.50% 1.50% 5.53% 7.47% 1.50% GRADING DETAIL - KELLER LANE SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-04 NORTH 8/1/23 ---PAGE BREAK--- 6.37% 6.89% 5.44% 2.25% 5.59% 5.50% 6.38% 6.52% 8.88% 6.14% 6.58% 5.93% 5.70% 6.96% 8.28% 7.24% 23+93.45/41.60'RT MATCH EXISTING TBC 23+88.95/38.35'RT ELEV:4538.68 FL 23+88.81/37.79'RT ELEV:4538.18 23+93.19/37.61'RT MATCH EXISTING 23+93.15/37.03'RT MATCH EXISTING 23+93.02/35.11'RT MATCH EXISTING 23+92.75/31.12'RT MATCH EXISTING 23+69.47/33.28'RT MATCH EXISTING 23+65.99/59.00'RT MATCH EXISTING 23+75.51/60.86'RT MATCH EXISTING 23+80.40/48.44'RT ELEV:4538.14 23+76.63/55.34'RT ELEV:4538.59 TBC 23+80.87/42.54'RT ELEV:4538.13 TBC 23+77.60/45.79'RT ELEV:4538.10 TBC 23+73.12/54.02'RT ELEV:4538.55 23+71.89/60.08'RT MATCH EXISTING 23+71.36/59.99'RT MATCH EXISTING 23+69.16/59.50'RT MATCH EXISTING 23+75.83/44.14'RT ELEV:4538.27 23+88.34/35.93'RT ELEV:4538.35 23+22.10/42.98'RT ELEV:4539.27 23+22.21/42.49'RT ELEV:4539.27 23+29.05/45.82'RT ELEV:4538.64 23+31.86/48.47'RT ELEV:4538.58 23+35.79/55.26'RT ELEV:4538.85 FL 23+39.77/53.66'RT ELEV:4538.29 TBC 23+39.26/53.86'RT ELEV:4538.79 TBC 23+34.60/45.75'RT ELEV:4538.54 TBC 23+31.26/42.58'RT ELEV:4538.62 TBC 23+23.09/38.60'RT ELEV:4539.21 23+42.87/59.62'RT MATCH EXISTING 23+41.12/59.88'RT MATCH EXISTING 23+40.59/59.96'RT MATCH EXISTING 23+36.95/60.52'RT MATCH EXISTING 23+43.17/32.20'RT MATCH EXISTING 23+17.98/41.94'RT MATCH EXISTING 23+18.02/37.94'RT MATCH EXISTING 23+18.02/37.35'RT MATCH EXISTING 23+18.04/35.44'RT MATCH EXISTING 23+18.09/31.44'RT MATCH EXISTING 23+89.91/42.22'RT ELEV:4538.72 1.10% 23+79.43/40.56'RT ELEV:4538.30 FL 23+80.53/42.08'RT ELEV:4538.13 FL 23+77.19/45.40'RT ELEV:4538.10 FL 23+72.61/53.83'RT ELEV:4538.05 23+70.93/53.21'RT ELEV:4538.22 23+23.64/36.17'RT ELEV:4538.87 23+32.65/40.56'RT ELEV:4538.71 23+36.33/44.05'RT ELEV:4538.63 23+41.44/52.99'RT ELEV:4538.46 1.93% FL 23+23.22/38.03'RT ELEV:4538.71 FL 23+31.59/42.11'RT ELEV:4538.62 FL 23+35.01/45.35'RT ELEV:4538.54 23+83.43/46.12'RT ELEV:4538.59 INSTALL 6-INCH CONCRETE CURB WALL INSTALL 6-INCH CONCRETE CURB WALL 7.82% 1.50% 3.42% 1.50% 5.54% 1.00% 6.86% 1.00% GRADING DETAIL 3500 SOUTH SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-05 NORTH 8/1/23 ---PAGE BREAK--- TBC 26+79.79/2.49'LT ELEV:4535.67 FL 26+79.55/1.96'LT ELEV:4535.56 26+78.97/0.66'LT ELEV:4535.68 26+28.10/23.00'LT MATCH EXISTING TBC 26+23.80/18.60'LT ELEV:4535.27 TBC 26+20.94/12.81'LT ELEV:4535.33 TBC 26+10.51/2.71'LT ELEV:4536.44 26+39.96/17.39'LT MATCH EXISTING 26+07.92/7.00'LT ELEV:4536.34 26+16.46/14.93'LT ELEV:4535.38 26+19.28/20.74'LT ELEV:4535.32 FL 26+65.39/21.62'LT ELEV:4534.46 TBC 26+70.14/10.81'LT ELEV:4534.86 TBC 26+66.87/17.58'LT ELEV:4534.78 TBC 26+65.97/21.69'LT ELEV:4534.96 TBC 26+65.90/22.27'LT ELEV:4534.92 26+52.24/43.06'LT MATCH EXISTING 26+66.36/36.88'LT MATCH EXISTING 26+68.54/9.61'LT ELEV:4534.92 26+64.98/16.90'LT ELEV:4534.84 26+63.99/21.43'LT ELEV:4534.58 26+71.58/19.27'LT ELEV:4534.83 26+74.14/13.83'LT ELEV:4534.91 26+81.82/7.06'LT ELEV:4535.71 26+89.44/5.00'LT ELEV:4536.34 TBC 26+00.13/0.00' ELEV:4536.98 26+00.13/5.00'LT ELEV:4537.00 26+00.42/7.49'RT MATCH EXISTING 26+40.26/6.53'RT MATCH EXISTING FL 26+24.33/18.35'LT ELEV:4535.27 FL 26+21.51/12.54'LT ELEV:4535.33 FL 26+69.67/10.46'LT ELEV:4534.86 FL 26+66.32/17.38'LT ELEV:4534.78 5.98% 6.14% 6.89% 6.57% 6.47% 6.96% 9.90% 9.07% 7.20% 8.53% 7.95% 8.21% TBC 26+89.30/0.00' ELEV:4536.29 1.74% 26+89.18/2.00'RT ELEV:4536.27 1.41% FL 26+10.81/2.21'LT ELEV:4535.99 26+25.61/17.75'LT MATCH EXISTING 26+22.79/11.93'LT MATCH EXISTING 26+11.55/0.99'LT MATCH EXISTING 26+00.20/2.00'RT MATCH EXISTING 1.22% INSTALL 6-INCH CONCRETE CURB WALL 8.19% 2.00% 7.82% 0.75% 2.28% 4.59% 1.00% GRADING DETAIL - MILLBROOK DRIVE NORTH SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-06 INSTALL 6-INCH CONCRETE CURB WALL 8/1/23 ---PAGE BREAK--- TBC 27+01.79/37.59'RT ELEV:4535.73 26+86.11/34.98'RT MATCH EXISTING 27+01.80/41.78'RT ELEV:4535.75 TBC 26+96.52/37.61'RT ELEV:4535.81 26+96.50/41.80'RT ELEV:4535.83 26+85.96/37.48'RT MATCH EXISTING 26+85.66/41.63'RT MATCH EXISTING 27+10.18/35.03'RT MATCH EXISTING 27+10.22/37.53'RT MATCH EXISTING 27+10.28/41.71'RT MATCH EXISTING TBC 26+89.44/0.00' ELEV:4536.29 TBC 26+96.05/0.00' ELEV:4536.14 TBC 27+01.05/0.00' ELEV:4536.11 TBC 27+09.04/0.00' ELEV:4536.46 26+89.44/2.00'RT MATCH EXISTING 26+96.07/2.00'RT MATCH EXISTING 27+01.09/2.00'RT MATCH EXISTING 26+96.00/5.00'LT ELEV:4536.19 27+00.96/5.00'LT ELEV:4536.16 27+09.04/5.00'LT ELEV:4536.53 26+89.44/5.00'LT ELEV:4536.34 1.22% 27+01.78/35.10'RT ELEV:4535.82 26+96.53/35.10'RT ELEV:4535.89 1.55% 5.45% 2.30% INSTALL 6-INCH CONCRETE CURB WALL INSTALL 6-INCH CONCRETE CURB WALL 2.28% 4.59% 1.00% 1.47% GRADING DETAIL - MID-BLOCK CROSSING NEAR MILLBROOK DRIVE SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-07 NORTH 8/1/23 ---PAGE BREAK--- 29+71.53/6.89'RT MATCH EXISTING FL 29+35.54/0.48'RT ELEV:4536.22 TBC 30+22.93/0.00' ELEV:4536.74 FL 30+22.93/0.58'RT ELEV:4536.28 29+56.83/24.60'LT MATCH EXISTING 29+86.84/25.40'LT MATCH EXISTING TBC 29+35.52/0.19'LT ELEV:4536.22 TBC 29+27.52/0.00' ELEV:4536.78 FL 29+27.52/0.67'RT ELEV:4536.29 FL 29+48.87/5.08'LT ELEV:4536.07 29+49.79/4.11'LT ELEV:4536.13 29+35.59/1.81'RT ELEV:4536.28 29+27.52/7.50'RT MATCH EXISTING TBC 30+13.43/0.00' ELEV:4536.44 29+98.51/5.25'LT ELEV:4536.61 TBC 29+97.88/5.76'LT ELEV:4537.12 FL 30+13.42/0.58'RT ELEV:4536.44 FL 29+98.15/4.78'LT ELEV:4536.61 FL 29+97.50/5.31'LT ELEV:4536.62 30+22.93/7.50'RT MATCH EXISTING 30+22.93/5.00'LT ELEV:4536.82 30+13.43/5.00'LT ELEV:4536.49 30+13.40/2.00'RT ELEV:4536.50 29+97.29/3.66'LT ELEV:4536.68 5.60% 3.98% 3.50% 5.62% 5.34% 5.47% 1.82% 4.67% 30+22.93/2.00'RT ELEV:4536.41 1.22% 29+96.60/4.22'LT ELEV:4536.68 29+35.29/5.18'LT ELEV:4536.27 29+27.54/5.00'LT ELEV:4536.85 29+48.42/5.57'LT ELEV:4536.07 1.76% INSTALL 6-INCH CONCRETE CURB WALL 7.27% 1.48% 3.44% 1.50% GRADING DETAIL - EVERGREEN AVENUE SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-08 NORTH INSTALL 6-INCH CONCRETE CURB WALL 8/1/23 ---PAGE BREAK--- FL 34+87.96/4.47'LT ELEV:4535.27 35+24.58/30.57'LT MATCH EXISTING FL 35+36.23/4.47'LT ELEV:4535.13 35+11.37/7.50'RT MATCH EXISTING TBC 34+87.56/5.00'LT ELEV:4535.27 TBC 34+72.56/0.00' ELEV:4535.09 TBC 34+63.94/0.00' ELEV:4535.40 34+63.94/7.50'RT MATCH EXISTING 34+63.94/5.00'LT ELEV:4535.48 34+72.55/5.00'LT ELEV:4535.14 34+97.08/28.04'LT MATCH EXISTING 34+99.53/28.06'LT MATCH EXISTING 35+11.35/30.38'LT MATCH EXISTING 35+59.67/7.50'RT MATCH EXISTING 35+59.67/2.00'RT ELEV:4534.94 35+59.67/5.00'LT ELEV:4535.35 35+51.63/5.00'LT ELEV:4535.01 35+36.63/5.00'LT ELEV:4535.13 TBC 35+51.63/0.00' ELEV:4534.96 TBC 35+59.67/0.00' ELEV:4535.27 2.86% 0.99% 2.58% 6.99% 8.40% 7.31% 2.05% 1.53% 3.77% 1.21% FL 35+59.67/0.67'RT ELEV:4534.77 35+35.43/3.40'LT ELEV:4535.19 35+11.37/28.14'LT MATCH EXISTING 35+51.63/2.00'RT ELEV:4535.02 FL 35+51.63/0.67'RT ELEV:4534.96 3.70% 1.20% FL 34+72.55/0.67'RT ELEV:4535.09 FL 34+63.94/0.67'RT ELEV:4534.90 34+88.76/3.40'LT ELEV:4535.33 34+72.55/2.00'RT ELEV:4535.15 34+63.94/2.00'RT ELEV:4535.07 INSTALL 6-INCH CONCRETE CURB WALL 4.21% 1.53% GRADING DETAIL - 3375 SOUTH SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-09 NORTH INSTALL 6-INCH CONCRETE CURB WALL 8/1/23 ---PAGE BREAK--- 35+79.60/35.30'RT ELEV:4534.49 TBC 35+74.59/33.31'RT ELEV:4534.41 35+72.58/30.79'RT MATCH EXISTING TBC 35+79.59/33.32'RT ELEV:4534.40 35+72.59/33.31'RT MATCH EXISTING 35+81.58/30.82'RT MATCH EXISTING 35+81.59/33.30'RT MATCH EXISTING 35+79.62/37.27'RT ELEV:4534.58 35+74.62/37.32'RT ELEV:4534.53 35+74.59/35.30'RT ELEV:4534.47 35+74.65/42.29'RT ELEV:4534.56 35+79.65/42.26'RT ELEV:4534.61 35+84.62/37.26'RT MATCH EXISTING 35+84.65/42.23'RT MATCH EXISTING 35+69.65/42.32'RT MATCH EXISTING 35+69.62/37.35'RT MATCH EXISTING TBC 35+66.07/0.00' ELEV:4535.34 TBC 35+74.07/0.00' ELEV:4534.89 TBC 35+79.07/0.00' ELEV:4534.86 TBC 35+87.07/0.00' ELEV:4535.21 35+66.07/2.00'RT ELEV:4535.01 35+74.07/2.00'RT ELEV:4534.96 35+79.07/2.00'RT ELEV:4534.92 35+87.07/2.00'RT ELEV:4534.87 35+66.07/5.00'LT ELEV:4535.41 35+66.07/5.50'LT ELEV:4535.41 35+74.07/5.00'LT ELEV:4534.94 35+79.07/5.00'LT ELEV:4534.91 35+87.07/5.00'LT ELEV:4535.28 35+87.07/5.50'LT ELEV:4535.28 1.18% 1.12% 3.13% INSTALL 6-INCH CONCRETE CURB WALL INSTALL 6-INCH CONCRETE CURB WALL 5.18% 1.50% 4.64% 1.50% 2.42% 6.28% 1.01% 1.78% GRADING DETAIL - 3375 SOUTH MID-BLOCK CROSSING SHEET NUMBER 2000 EAST STORM DRAIN AND IRRIGATION IMPROVEMENTS GRADING GR-10 NORTH 8/1/23 ---PAGE BREAK--- · · · · · · · · · · This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 6H((T 180%(R 12. 'AT( R(9I6I216 'RA:1 0. :A6H%8R1 K1A**6 'I(TRI&H IRRI*ATI21 *(1(RA/ 12T(6, 6<0%2/6 A1' A%%R(9IATI216 IR- ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH CONSTRUCTION NOTES MATCHLINE STA: 100 SEE SHEET IR-02 IR-01 IRRIGATION PIPE PLAN AND PROFILE - 01 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 000 SEE SHEET IR-03 MATCHLINE STA: SEE SHEET IR-0 IR-02 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IRRIGATION PIPE PLAN AND PROFILE - 02 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: SEE SHEET IR-0 MATCHLINE STA: 000 SEE SHEET IR-02 IR-03 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IRRIGATION PIPE PLAN AND PROFILE - 03 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 00 SEE SHEET IR-0 MATCHLINE STA: SEE SHEET IR-04 IR-04 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IRRIGATION PIPE PLAN AND PROFILE - 04 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 2350 SEE SHEET IR-06 MATCHLINE STA: 00 SEE SHEET IR-0 IR-05 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IRRIGATION PIPE PLAN AND PROFILE - 05 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 200 SEE SHEET IR-0 MATCHLINE STA: 230 SEE SHEET IR-0 IR-06 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IRRIGATION PIPE PLAN AND PROFILE - 06 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: 200 SEE SHEET IR-06 IR-07 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. IRRIGATION PIPE PLAN AND PROFILE - 07 SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 CONSTRUCTION NOTES ---PAGE BREAK--- IR-08 TYPE 1 IRRIGATION DIVERSION SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- IR-09 TYPE 2 IRRIGATION DIVERSION SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 IR-10 MILL CREEK DIVERSION STRUCTURE ---PAGE BREAK--- IR-11 LOWER MILL CREEK DIVERSION STRUCTURE SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- IR-12 IRRIGATION STRUCTURE IR-03 (STA. 105+03) SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- IR-13 IRRIGATION STRUCTURE IR-01 (STA. 103+16.5) SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- IR-14 IRRIGATION MAINTENANCE STRUCTURE SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 GIR-01 GENERAL IRRIGATION DETAILS - 01 ---PAGE BREAK--- · · · · · · This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 6H((T 180%(R 12. 'AT( R(9I6I216 'RA:1 0. :A6H%8R1 K1A**6 'I(TRI&H 6T2R0 'RAI1 *(1(RA/ 12T(6, 6<0%2/6 A1' A%%R(9IATI216 ---PAGE BREAK--- PLAN VIEW PROFILE VIEW MATCHLINE STA: 100 SEE SHEET SD-02 SD-01 STORM DRAIN PLAN AND PROFILE - 01 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW MATCHLINE STA: 0 00 SEE SHEET SD-03 MATCHLINE STA: SEE SHEET SD-0 SD-02 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH STORM DRAIN PLAN AND PROFILE - 02 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW NORTH MATCHLINE STA: SEE SHEET SD-0 MATCHLINE STA: 0 00 SEE SHEET SD-02 SD-03 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 STORM DRAIN PLAN AND PROFILE - 03 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW CONSTRUCTION NOTES MATCHLINE STA: SEE SHEET SD-0 MATCHLINE STA: SEE SHEET SD-03 SD-04 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH STORM DRAIN PLAN AND PROFILE - 04 ---PAGE BREAK--- PLAN VIEW PROFILE VIEW MATCHLINE STA: 2250 SEE SHEET SD-06 MATCHLINE STA: SEE SHEET SD-0 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH SD-05 STORM DRAIN PLAN AND PROFILE - 05 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW MATCHLINE STA: 200 SEE SHEET SD-0 MATCHLINE STA: 220 SEE SHEET SD-0 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH SD-06 STORM DRAIN PLAN AND PROFILE - 06 CONSTRUCTION NOTES ---PAGE BREAK--- PLAN VIEW PROFILE VIEW MATCHLINE STA: 2700 SEE SHEET SD-06 TKLV ZLWK WKH DQG KHUHLQ DV DQ RI VHUYLFH LV RQO\ IRU WKH SXUSRVH DQG FOLHQW IRU LW ZDV SUHSDUHG. RI DQG LPSURSHU RI WKLV E\ KLPOH\-HRUQ DQG IQF. VKDOO EH OLDELOLW\ WR KLPOH\-HRUQ DQG IQF. SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 NORTH SD-07 STORM DRAIN PLAN AND PROFILE - 07 CONSTRUCTION NOTES ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 GSD-01 GENERAL STORM DRAIN DETAILS - 01 ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 GS-01 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES ---PAGE BREAK--- · · · SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 GS-02 GENERAL STRUCTURAL DETAILS - 01 ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 GS-03 GENERAL STRUCTURAL DETAILS - 02 ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 S-01 MILL CREEK DIVERSION STRUCTURAL DETAIL ---PAGE BREAK--- SHEET NUMBER NO. BY DATE REVISIONS DRAWN BY: M. WASHBURN DESIGNED BY: B. KNAGGS CHECKED BY: J. DIETRICH 06/02/2023 S-02 IRRIGATION STRUCTURE IR-01 STRUCTURAL DETAIL