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Civil_Meridian Shell_062822 V10 W _I CD Q W Z 0 Q O U_ J m 0 w n w 0 CHI OLT iIIIIIIIIIIIIIIIIIIIIIM RIDIAN CONSTRUCTION PLANS 3004 N EAGLE RD MERIDIAN, IDAHO 83646 NOT APPROVED FOR CONSTRUCTION I � I i a---- I I ---------------------------------------�- ' i i I II I I -------------------------------------------------------------------------------------------------------- i- I a----------------------� II-------- ------------ e " / I _ I . I I I \ I I I I li I I I I — — L- - - -L i S NORTH as SCALE: 1" = 20' 0 10, 20' 40' 60' VICINITY MAP N T S DRAWING INDEX SHEET DESCRIPTION C0.00 CIVIL COVER SHEET C0.01 GENERAL NOTES, LEGEND AND ABBREVIATIONS C1.01 CIVIL SITE PLAN C2.01 GRADING AND DRAINAGE PLAN C2.02 EROSION CONTROL PLAN C4.01 SITE UTILITY PLAN C5.01 MISCELLANEOUS SITE DETAILS C5.02 MISCELLANEOUS SITE DETAILS ALL WORK AND MATERIALS FOR WATER MUST CONFORM TO MERIDIAN STANDARDS AND SPECIFICATIONS ALL WORK AND MATERIALS FOR SEWER MUST CONFORM TO MERIDIAN STANDARDS AND SPECIFICATIONS ALL WORK AND MATERIALS MUST CONFORM TO MERIDIAN STANDARDS AND SPECIFICATIONS DEVELOPER FHA ARCHITECTS BENJAMIN FIELDER 14344 Y STREET, SUITE 204 OMAHA, NE 68137 402-895-0878 X.289 BFIELDLER@FHAARCH ITECTS.COM ENGINEER TED DIDAS MCNEIL ENGINEERING 8610 S SANDY PARKWAY #200 SANDY, UT84070 888-303-7700 TED@MCNEILENG.COM 4111111*0 MCNEIL ENGINEERINGTM Economic and Sustainable Designs, Professionals You Know and Trust OR 8610 South Sandy Parkway, Suite 200 Sandy, Utah 84070 801.255.7700 mcneilengineering.com Civil Engineering • Consulting & Landscape Architecture Structural Engineering • Land Surveying & HDS GENERALNOTES 1.1 COMPLIANCE 1. ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND REQUIREMENTS. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL BUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY GUIDELINES. 3. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR WRITTEN APPROVAL. 1.2 PERMITTING AND INSPECTIONS 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS. 1.3 COORDINATION & VERIFICATION 1. ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. 3. CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO: LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC., NOT SHOWN ON CIVIL PLANS. 4. CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED. 1.4 SAFETY AND PROTECTION 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, 2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR WORKERS AND PUBLIC. 4. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. 5. CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 7. CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', LATEST EDITION. 8. CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. 9. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. 10. CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED. 11. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 12. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. 13. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE OWNER OR GOVERNING AGENCY. 14. THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 1.5 MATERIALS 1. SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH 5+OR-1%AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION A. SLABS -ON -GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACED AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL INTERVALS NOT TO EXCEED 50 FEET. B. CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET. C. UNLESS OTHERWISE NOTED, ALL SLABS -ON -GRADE WILL HAVE A MINIMUM 8' TURNED -DOWN EDGE TO HELP CONTROL FROST HEAVE. D. UNLESS OTHERWISE NOTED, ALL ON -GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4" GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE. E. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY 'PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL'GREEN". F. ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION). 2. ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 8" OF COMPACTED (95%) ROAD BASE OVER PROPERLY PREPARED AND COMPACTED(90%) SUBGRADE, UNLESS NOTED OTHERWISE. -SEE SPECIFICATIONS, AND DETAIL'D1' SHEET C5.01 A. ASPHALT COMPACTION SHALL BE A MINIMUM 96%(MARSHALL DESIGN). B. SURFACE COARSE SHALL BE'/:"MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE. C. AC PAVEMENT TO BE A W ABOVE LIP OF ALL GUTTER AFTER COMPACTION. D. THICKNESSES OVER 3' WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED 3/4" MINUS DESIGN. 1.6 GRADING / SOILS 1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. 3. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95%OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT SHALL BE 98 % MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2%ABOVE NOR 3%BELOW OPTIMUM. 4. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 6. ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED. GENERAL NOTES: CONTINUED 1.7 UTILITIES 1. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGH BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. 2. CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 3. CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL SUB -CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION. 5. CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 6. SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS. 7. STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 8. ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND CONNECTIONS. 9. ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON -SHRINK GROUT ON THE INSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX. 10. NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY. 11. ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION. 1.8 SURVEY CONTROL 1. CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES. 3. CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. 1.9 AMERICAN DISABILITIES ACT 1. PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: 'ROUTES SHALL HAVE A 2.08%(1:48) MAXIMUM CROSS SLOPE. 'ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE. 'RAMPS SHALL HAVE A 8.33%(1:12) MAXIMUM RUNNING SLOPE. 2. ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.08%(1:48) MAXIMUM SURFACE SLOPE IN ANY DIRECTION. 3. THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION. NEW X ATMS TV Fo F RR G OHC OHP OHT OHTV P/C P/ P/t/C RD sw S ST SD T/c UD ucc UGP UGT UGTV w -X- atms ty_ fo -f- irr -9- ohc ohp oht ohtv -p- plc Ph p/t/c -rd- sw St sd tic ud ugc ugp ugt ugtv w ---4512--- MONUMENT LINE CENTER LINE SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE EASEMENT LINE DITCH FLOWLINE FENCE LINE ATMS CABLE CABLE TV LINE COMMUNICATIONS LINE FIBER-OPTIC CABLE FIRE LINE IRRIGATION LINE NATURAL GAS LINE OVERHEAD COMMUNICATIONS OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE OVERHEAD TELEVISION LINE POWER LINE POWER/COMMUNICATIONS LINE POWER/TELEPHONE LINE POWER/TELE/COMM LINE ROOF DRAIN LINE SECONDARY WATER LINE SANITARY SEWER LINE STEAM LINE STORM DRAIN LINE TELEPHONE LINE TELEPHONE/COMM LINE UNDERDRAIN UNDERGROUND COMMUNICATIONS UNDERGROUND POWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND TELEVISION WATER LINE CONTOUR LINE CURB & GUTTER (STD) CURB & GUTTER (OUTFALL) ABBREVIATIONS AC ACRE DIP DUCTILE IRON PIPE GM GAS METER PCC POINT OF COMPOUND CURVE ADA AMERICANS WITH DISABILITIES ACT DTREE DECIDUOUS TREE GMH GAS MANHOLE PI POINT OF INTERSECTION ATMS ADVANCED TRAFFIC MGMT. SYSTEM DYL DOUBLE YELLOW LINE GUY GUY WIRE PM PARKING METER B&C BAR & CAP E EAST GV GAS VALVE PP POWER POLE BC BUILDING CORNER EB ELECTRIC BOX HDPE HIGH DENSITY POLYETHYLENE PRC POINT OF REVERSE CURVE BFG BOTTOM FINISH GRADE EGL ENERGY GRADE LINE HG HEADGATE PRK PARKING STRIPE BLUE BLUE STAKED ELECTRIC ELEV ELEVATION HGL HYDRAULIC GRADE LINE POC POINT OF CONNECTION BLUFO BLUE STAKED FIBER OPTIC EM ELECTRIC METER HP HIGH POINT PT POINT OF TANGENCY BLUG BLUE STAKED NATURAL GAS EMH ELECTRIC MANHOLE HW HEADWALL or HIGH WATER PWR POWER BLUIRR BLUE STAKED IRRIGATION EOA EDGE OF ASPHALT HWY HIGHWAY PVC POLYVINYL CHLORIDE PIPE BLUSD BLUE STAKED STORM DRAIN EOC EDGE OF CONCRETE ICO IRRIGATION CLEANOUT R RANGE BLUSS BLUE STAKED SANITARY SEWER EOG EDGE OF GRAVEL ICV IRRIGATION CONTROL VALVE RCP REINFORCED CONCRETE PIPE BLUT BLUE STAKED TELEPHONE EOL EDGE OF LAWN IE INVERT ELEVATION RD ROOF DRAIN BLUW BLUE STAKED WATER EX or EXIST EXISTING IRR IRRIGATION REV REVISION BM BENCHMARK F FIRE LF LINEAR FEET ROW RIGHT-OF-WAY BOF BOTTOM OF FOOTING FC FOUNDATION CORNER LIP LIP OF GUTTER RR RAILROAD BOB BOTTOM OF BOX FD FOUND or FOUNDATION DRAIN LP LOW POINT or LIGHT POLE S SOUTH BOL BOLLARD FDC FIRE DEPT. CONNECTION MAX MAXIMUM SAD SEE ARCHITECTURAL DRAWINGS BOT BOTTOM FDMN FOUND MONUMENT MIN MINIMUM SO STORM DRAIN BOV BLOW -OFF VALVE FDSC FOUND SECTION CORNER MON MONUMENT SDCB STORM DRAIN CATCH BASIN BOW BACK OF WALK FFE FINISHED FLOOR ELEVATION MP METAL PIPE SDCO STORM DRAIN CLEOUNOUT BOX BW FINISH GRADE AT BOTTOM OF WALL FG FINISHED GRADE MW MONITORING WELL SDMH STORM DRAIN MANHOLE GL CENTERLINE FH FIRE HYDRANT N NORTH SEC SECTION CAN CABLE TELEVISION FL FLOW LINE NG NATURAL GROUND SPECS SPECIFICATIONS CBR CONCRETE BARRIER FNC FENCE NGRET NG AT RETAINING WALL SLB&M SALT LAKE BASE & MERIDIAN CC CURB CUT FNCCL CHAIN LINK FENCE NR NAIL & RIBBON SO SQUARE COL COLUMN FNCIRN IRON FENCE NW NAIL & WASHER SOFT SQUARE FEET COMM COMMUNICATIONS FNCVYL VINYL FENCE NTS NOT TO SCALE SQYD SQUARE YARD CONC CONCRETE FNCWD WOOD FENCE OG ORIGINAL GROUND SS SANITARY SEWER CONST CONSTRUCTION FNCWR WIRE FENCE OH OVERHANG 5SCO SANITARY SEWER CLEANOUT CMP CORRUGATED METAL PIPE FO FIBER OPTIC OHC OVERHEAD COMMUNICATIONS SSMH SANITARY SEWER MANHOLE CP CONTROL POINT FOW FRONT OF WALK OHP OVERHEAD POWER ST STEAM CTREE CONIFEROUS TREE FT FEET OHT OVERHEAD TELEPHONE STA STATION CUFT CUBIC FOOT G NATURAL GAS OHTV OVERHEAD TELEVISION STD STANDARD CUYD CUBICYARD GAR GARAGE R PROPERTY LINE STM STORM DEL DELINEATOR GB GRADE BREAK PB POWERBOX SYL SOLID YELLOW LINE DIA or DIAMETER GL GROUND LIGHT PC ' POINT OF CURVATURE SWL SOLID WHITE LINE I C(-CAIn T TBC TELE TFC TFG TL TMH TOA TOC TOF TOG TOE TOP TOW TR TV TW TRANS TSP TSB LID UGC UGP UGT UGTV U.N.O. UP VCP VP W WM WMH WS WTR WV WW NEW 0 0 GUY ®TRANS XX VTR T oSSCO MB TOWNSHIP TOP BACK OF CURB TELEPHONE TOP FACE OF CURB TOP FINISH GRADE TREE LINE TELEPHONE MANHOLE TOP OF ASPHALT TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOE OF SLOPE TOP OF SLOPE or TOP OF PIPE TOP OF WALL TELEPHONE RISER TELEVISION FINISH GRADE AT TOP OF WALL TRANSFORMER TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX UNDERDRAIN UNDERGROUND COMMUNICATIONS UNDERGROUND POWER UNDERGROUND TELEPHONE UNDERGROUND TELEVISION UNLESS NOTED OTHERWISE UTILITY POLE VITRIFIED CLAY PIPE VERTICAL PIPE WEST or WATER WATER METER WATER MANHOLE WATER SURFACE WATER WATER VALVE WATERWAY 0 0 8 GUY ®TRANS Xr VTR �SSCO MB rr MEN SECTION CORNER (FOUND) SECTION CORNER (NOT FOUND) STREET MONUMENT BRASS CAP MONUMENT POWER POLE UTILITY POLE GUYANCHOR POWER TRANSFORMER TRAFFIC SIGNAL CABINET LIGHT POLE TELEPHONE RISER TELEPHONE MANHOLE TRAFFIC SIGNAL BOX WATER MANHOLE WATER VALVE WATER METER FIRE HYDRANT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CURB INLET STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN COMBO BOX MAILBOX SIGN FLOW DIRECTION SPOT ELEVATION CONIFEROUS TREE DECIDUOUS TREE Z_ H O WY >0 W Z4G Vl O CL Z� d W° a � rn W ZE O 0 V° w Z Q N� 1� W 2 LLI 0 m 2 V Z O W Q C 1�1 2 v � Y L O� Q pp C ld d fV/l C to J d0 C • �{ r d0 C fA uC • 'DO to_ C W •� 3 C +' •C i W U) Lv Ids 2 Lu a V W Q Zo O LU 05 M PROJECT NO: 22376 DRAWN BY: KLW CHECKED BY: CHECKED BY DATE: 6.9.2022 33ENERAL NOTES LEGEND AND ABBREVIATIONS C0.01 I I I I I I I I I I I O EX WALL TO BE REMOVED I I I I I p I I EX FOILAGE I TO BE REMOVED U I Ei EX SIDEWALK CO TO REMAIN) i J p I a< Lu a W Z p o I I I O EX FOILAGE TO BE REMOVED I I EX SIDEWALK TO BE REMOVED I I I I a i ❑3 EX FIBER OPTIC BOX TO REMAIN I � EX ELECTRICAL BOX ❑3 TO REMAIN I I � I I � I � I I I � O EXFOILAGE M h I O T EX BUILDING TO REMAIN I h TO REMAIN M i M I I M I EX CURB AND GUTTER n M M \ TO REMAIN M I M I I I y l M I i I i I i I M �I EX SIDEWALK I TO REMAIN �4 I a EX OVERHANG I EX WOOD FENCE- 9 TO BE REMOVED V �I TO BE REMOVED I _ EX SIDEWALK ---- -. -. TO BE REMOVED _ — — — — — — — — — — EX CURB AND GUTTER I O FO k T TO BE REMOVED I I -- i EX SIDEWALK EX CURB AND GUTTER TO REMAIN TO REMAIN 0 N! I I ------------------------ --- EX ASPHALT TO BE REMOVED------------- ------ + _ - - - - - - - - - - - - - �J y EX GREASE TRAP 111 EX LIGHT POLE - - - - - J TO REMAIN I=I TO REMAIN 0 M EX BUILDING - - - - f II TO BE REMOVED -----II ---------------- --- �EXASPHALT �Y --r-- --r-- -- -- 11 TO REMAIN EX FIRE HYDRANT TO REMAIN ❑3 TO Wv Ex EREMOVED FOILAGE V I' j EX WATER VALVE�x B TO REMAIN EX STORM DRAIN I I I I 4❑ ------- ----TO REMAIN I _ _ _EX CURB AND GUTTER TO BE REMOVED EX CURB AND GUTTER z O6 .. 3 .. TO REMAIN �\ II I I I Fl O I TO BE REMOVED D EX CURB AN TO BE REMO I ' I EX SIDEWALK , ± I ❑� TO REMAIN � I I I � I I I EX CURB AND GUT �f TO BE REMOVED EX ASPHALT z TO BE REMOVED 1 D GUTTER \ EX FOILAGE EX CURB AND GUTTER VED I O TO BE REMOVED TO BE REMOVED g EX STRIPING +1 I I TO REMAIN _EX ASPHALT TO REMAIN ' EX CURB AND GUTTER EX CURB AND GUTTER t TO REMAIN TO REMAIN EX LIGHT POLES i A TO REMAIN j I I STRIPING 3E REMOVED O EX ASPHALT TO REMAIN `EX ASPHALT EX STORM DRAIN EX STRIPING , TO REMAIN TOMAINTO REMAIN .--.--.._-._-._.--.. .._-._-._.-_I... I / WATER VALVE REMAIN NORTH as SCALE: 1" = 20' 0 10, 20' 40' 60' GENERAL NOTES: ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. COORDINATE WITH GOVERNING AGENCY PRIOR TO DEMOLITION OF ANY PUBLIC UTILITY UTILITY TYPE PROVIDER WATER MERIDIAN CITY STORM MERIDIAN CITY COMMUNICATIONS TSD FIBER COMMUNICATIONS CENTURY LINK SANITARY SEWER MERIDIAN CITY NATURAL GAS INTERMOUNTAIN GAS COMPANY POWER IDAHO POWER KEYED NOTES: DEMOLISH AND/OR REMOVE THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: EXISTING BUILDINGISTRUCTUREIBASEMENT (INCLUDING WALLS, FOOTINGS, CONCRETE iO SLABS, LIFTS, OVERHANGS, AWNINGS, ETC.) TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. O D EXISTING ASPHALT PAVEMENT TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. CDEXISTING CONCRETE FLATWORK TO BE REMOVEDIDEMOLISHED AND PROPERLY DISPOSED OF. EXISTING SITE FEATURES (FENCES, GATES, BOLLARDS, GRAVEL DRIVEWAYS, IRRIGATION GATES, Oq CONCRETE DITCHES, WHEEL STOPS, LANDSCAPING, GROUND LIGHTING, IRRIGATION, MOWSTRIPS, ETC.) TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. (D EXISTING WALL, INCLUDING FOOTINGS TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. OEXISTING CONCRETE CURB AND GUTTER AND/OR CURB WALL TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. O EXISTING STRIPING TO BE REMOVED. O EXISTING TREE(S)IFOLIAGE TO BE REMOVED AND PROPERLY DISPOSED OF. OEXISTING SANITARY SEWER LATERAL TO BE CAPPED AT PROPERTY LINE, PER GOVERNING BODY STANDARDS AND SPECIFICATIONS. 90 COORDINATE WITH INTERMOUNTAIN GAS COMPANY TO PINCH EXISTING GAS SERVICE AT PROPERTY LINE. 11 SAWCUT EXISTING ASPHALT PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. CONTRACTOR TO TAKE NECESSARY El PRECAUTIONS TO PROTECT EXISTING CONCRETE FLATWORK FROM DAMAGE DURING CONSTRUCTION PRESERVE AND PROTECT EXISTING CONCRETE CURB AND GUTTER AND/OR CURB WALL. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING CONCRETE CURB AND GUTTER AND/OR CURB WALL FROM DAMAGE DURING CONSTRUCTION. ❑PRESERVE AND PROTECT EXISTING ABOVE -GROUND UTILITY STRUCTURE. CONTRACTOR TO TAKE 3 NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITY FROM DAMAGE DURING CONSTRUCTION. ❑PRESERVE AND PROTECT EXISTING UNDERGROUND UTILITY STRUCTURE. CONTRACTOR TO TAKE 4 NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITY FROM DAMAGE DURING CONSTRUCTION. PRESERVE AND PROTECT EXISTING UNDERGROUND UTILITY LINE. CONTRACTOR TO TAKE ❑5 NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITY FROM DAMAGE DURING CONSTRUCTION. ❑PRESERVE AND PROTECT EXISTING TREE. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO S PROTECT EXISTING TREE FROM DAMAGE DURING CONSTRUCTION. DI.GLINEO Cale /3e�oti� ?you /lad NOTICE, CALL 811 BEFORE YOU DIG! THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND RESTORATION OF ALL BURIED OR ABOVE GROUND UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. W. 2 ui a Z O W Q c v c E ti v U) a� s 2 L O� c V C 7 0 J 0 c ao �C ul uc DO N_ c W •d 3 •c +' C L. W U) Lv Y_ O Lu a ,J^ V W Q W 02 M PROJECT NO: 22376 DRAWN BY: KLW CHECKED BY: CHECKED BY DATE: 6.9.2022 DEMOLITION PLAN C0.10 NORTH (!� VV z F Y ii c V s 2 WY L� SCALE: 1" = 20' W g 0. C ZO N V) r 0 10, 20' 40' 60'cm to 0CL J 'O c � � J a0 t CO DESCRIPTION AREA % 0 C �{ HARDSCAPE 42,487 SOFT 78% W 41 �". N C r c LANDSCAPE 9,829SOFT 18% c O y BUILDINGS 2,330 SOFT 4% $ V C {j NItko TOTAL 54,646 SOFT 100% .� +i1 C Lu ce „� C W Z� r .L e0 ap' GENERAL NOTES: V v .s 3 ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. wi �Oc C W U) SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION. SEE LANDSCAPE PLANS FOR IRRIGATION AND PLANTING. ♦ u ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. I 4 I l ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. i 4 M I BUILDING / 4 4 I TO REMAIN / i KEYED NOTES: Q� PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR SS\ONAL E Q REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: o�p c�G\STE 4 h \ /, J — — — — � O = STANDARD DUTY ASPHALT PAVEMENT WITH GRANULAR BASE PER DETAIL'B1', SHEET �' 1 C5.01. CONCRETE PAVEMENT WITH GRANULAR BASE PER DETAIL'B2', SHEET C5.01. p \ D 0\ CONCRETE SIDEWALK, 4" MIN. THICK CONCRETE OVER 4' MIN. ROAD BASE. \O G h I h I �% T — + a �� 4 24" CONCRETE CURB AND GUTTER. SEE DiSHEET C5.01. — — — — !----- 24' CONCRETE RELEASE CURB AND GUTTER. SEE DETAIL'B4', SHEET C5.01. I----� k -- --- + 0 13 29 50 \ — /// AADA RAMP WITH DETECTABLE WARNING SURFACE. SEE Di FOR RAMP DETAIL AND DETAIL 39 O6 'B5FOR DETECTABLE WARNING SURFACE DETAIL, BOTH ON SHEET C5.01. ADA RAMP WITH DETECTABLE WARNING SURFACE. SEE DETAIL'Ci', FOR RAMP DETAIL AND DETAIL — — — — — — — — — — — — — — — — — — — O ADA PARKING SIGN SEE DETAIL SHEET C5.01.BOTH ON SHEET C5.01. — — — — — /+ T 'B5' FOR DETECTABLE WARNING SURFACE DETAIL QU h I �P's� II �^ 14-�---------- - .Z-. J I ,,,,,,,,,,,,,,,,,,,, ss,,; `/A./ Og VAN ACCESSIBLE ADA PARKING SIGN. SEE DETAIL'A3', SHEET C5.01. 00 I , ,,,,,;;;;;;;;;;;;;;;;;;;;,',;;;;;;;;',,,,, I — — —I— "";;is°'°"££sssss"ssxi:i"s"ssi"s"s"siizii"s"ssss"s"s"ss„ / 9 PAINTED ADA SYMBOL. SEE DETAIL'A2', SHEET C5.01. s"s"s"s"s's"ss' w I r A S 4" WIDE SOLID YELLOW PARKING STALL STRIPE LINES. I 6 \ 36. _1 .iiiiii£ss a / / W I 1 I ,,,,,,,,,,,,,,,,,,,,,,,;;is££ssss;;;i;;ii££s's'sss..........';i;a \ / + / Z V 1 ° R a 11 4"WIDE SOLID YELLOW PEDESTRIAN STRIPE LINES. 1 I + — — 9�s .., ,:.,,a'a g.�.`'� / / / 12 PAINTED ARROW SYMBOL. = I I _ __ 13 / f 1 1 W-------C------- -- 9?s-- -- - - _/ / ♦ - ♦ _ - _ - _ _ - - - - - - - - 13 DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. ---------- -- -- / T---L- 0 e u ---- l / -- ----/ / --- 1 27 - - - - - - - - - - - - - - - --� / + / / ♦ ♦ ♦ RUNN NG SACCESSIBLEa CUTE WITH MAXIMUM 1.48 CROSS SLOPE AND MAXIMUM 1.20 o i zzlo �v � 13 L --- LJ Z --—}---T------3a.1r —�I 120fi - - W J i�! -- W WQ I III I 35.00' LANDSCAPE BUFFER IIII 2iso Z _= III I I-C--I------------------I-------/ / / / I I I 29 66.7 3 - - - - - fill 13 50 I I it � I 1 1'I Imo" I " I ✓ I- O m 1 --------------------------------- 1 17.08'—* _ L 30 I a Ilj I IIII :-� a s I H I I I I I r l ♦ ♦- <♦ s�° I I I I I I � I I I I I l u' �Ir _♦� ♦- I I / I II I 6 I 14 II '_@ \L / ,/ THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. ALL INFORMATION REGARDING - ` RECORD EASEMENTS, ADJOINERS AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY OF TITLE TO �+TT _—----d-- J `--- TRACT %WKE® lt�@+�1 I�X�IONg o�9�WETITLE& 8 Ph ESCROW CORP., WITH AN EFFECTIVE DATE APRIL 12, 2018 AT 730 AN AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: GRANTED TO: JOHN J. ELLIOTT AND GLORIA M. ELLIOTT, HUSBAND AND WIFE PURPOSE: INGRESS AND EGRESS OVER THE NORTH 15 FEET OF PARCEL IV RECORDED: FEBRUARY 6, 1979 INSTRUMENT NO.: 7907119 (AS SHOWN HEREON) I I �R$0'- — _ / / AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO ASSET FORTH O IN A DOCUMENT: GRANTED TO: ADA COUNTY HIGHWAY DISTRICT PURPOSE: SLOPE RECORDED: N a FEBRUARY 24, 2006 INSTRUMENT NO.: 106028980 (AS SHOWN HEREON.) \ O V AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH W INA DOCUMENT. GRANTED TO CITY OF MERIDIAN PURPOSE SANITARY SEWER AND WATER MAIN (n G = I 12 0 \ RECORDED: JULY 2, 2008 INSTRUMENT NO.: 108076614 AFFECTS: ALL PARCELS (AFFECTS, AS SHOWN) 42.65 I 8.82 / / % � \ \ O AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH � 10 11 / / (9Y0 39 IN DOCUMENT: GRANTED TO: IDAHO POWER COMPANY PURPOSE: PUBLIC UTILITIES RECORDED: / 0 SEPTEMBER 16, 2009 INSTRUMENT NO.: 109106998 AFFECTS: PARCEL D (AFFECTS, PLOTTED AS SHOWN) w AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO ASSET FORTH I I 17.08' IN DOCUMENT: GRANTEDTO IDAHO POWER COMPANY PURPOSE: PUBLIC UTILITIES RECORDED: SEPTEMBER 16, 2009 INSTRUMENT NO.: 109106999 AFFECTS: PARCEL D (AFFECTS, PLOTTED AS a a a a a a SHOWN) w w ...L . / RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACT(S) PROJECT NO: 22376 /------------------------- I SHOWN ON A SURVEY PLAT ENTITLED RELO BOISE PEA SURVEY DATED: AUGUST 9, 2012 PREPARED --1 — - - � - - . .. . .. 50 BY: MICHAEL H. CELT RECORDED: MARCH 30, 2012 INSTRUMENT NO.: 112025215 FACT(S): LOT SPLIT DRAWN BY: KLW f} I 40 / AND EASEMENTS AFFECTS: PARCELS A, B & C (AFFECTS, AS SHOWN) I l D 1 I I CHECKED BY: CHECKED BY DIGLI DATE: 6.9.2022 Cale /�lOkG ?you /�i� CIVIL NOTICE, CALL 811 BEFORE YOU DIG! SITE PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND RESTORATION OF ALL BURIED OR ABOVE GROUND UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. c 1 • 0 1 i ■I E 0 ac 0 0 mm - II�, a1 11I I 1�7 r I I I I I I I I I I I I ® I I I------- -----� yYID WV X Ed NORTH as SCALE: 1" = 20' 0 10, 20' 40' 60' GENERAL NOTES: CONTRACTOR IS TO COORDINATE ALL SITE UTILITIES WITH PLUMBING DRAWINGS ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES. MAINTAIN A MINIMUM OF 48 INCHES OF COVER ON ALL WATER LINES. CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW COMMUNICATION / DATA FACILITIES TO BUILDING WITH UTILITY PROVIDER. CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW NATURAL GAS FACILITIES TO BUILDING WITH DOMINION ENERGY AND MECHANICAL PLANS. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN. UTILITY PROVIDERS: WATER: MERIDIAN WATER SEWER: MERIDIAN SEWER NATURAL GAS: DOMINION ENERGY ELECTRICAL POWER: POWER PROVIDER TELEPHONE: CENTURY LINK KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS OCONNECT ONTO EXISTING 1-1/2" WATER METER WITH 1-1/2" POLY PIPE TO THE BUILDING. MINIMUM 48" COVER OVER TOP OF PIPE. SEE PLUMBING PLANS FOR CONTINUATION INSIDE THE BUILDING. SANITARY SEWER SAMPLING MANHOLE, PER MERIDIAN CITY SEWER STANDARDS. 2989.69 IE IN: 2684.89 IE OUT: 2684.64 800 GALLON GREASE INTERCEPTOR, PER PER MERIDIAN CITY SEWER STANDARDS O W RIM: 2689.87 E RIM: 2689.81 IE IN: 2685.28 IE OUT: 2684.95 CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND SIZE OF STUBBED SEWER LATERAL O PRIOR TO CONSTRUCTION AND CONNECT ONTO EXISTING LATERAL PER MERIDIAN SEWER STANDARDS AND SPECIFICATIONS. IF SEWER LATERAL IS NOT DEEPER THAN 2683.80', CONTRACTOR OTO CONTACT ENGINEER OF RECORD FOR ALTERNATIVE SEWER DESIGN. 5 GREASE WASTE ONLY 6" PVC SDR-35 SANITARY SEWER LATERAL AT 2 % MINIMUM SLOPE, INCLUDING O ALL FITTINGS. CLEANOUTS AT 100-FOOT MAXIMUM SPACING. SEE APWA PLANS NO. 381 & 382 FOR OTRENCHING. SEE APWA PLAN NO.431 FOR CLEANOUTS. 7 6" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS AT 2 % MINIMUM SLOPE. O CLEANOUTS AT 100-FOOT MAXIMUM SPACING. TRENCHING AND BACKFILL PER MERIDIAN STDS. (D SANITARY SEWER CLEANOUT, PER APWA PLAN NO.431. 10 LIGHT POLE. SEE ELECTRICAL PLANS FOR DETAILS. 11 APPROXIMATE LOCATION OF NEW NATURAL GAS FACILITIES. CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION BY DOMINION ENERGY WITH OTHER CONSTRUCTION. THE MINIMUM 12 SERVICE SIZE IS 1-1/2" WITH LOW PRESSURE (7" WC OR LESS) CONTRACTOR TO FIELD VERIFY POTENTIAL CASINGS UNDER CANAL AND REPORT TO ENGINEER OF 13 RECORD. CAP CASINGS NOT IN USE. CONTRACTOR TO FIELD VERIFY EXISTING VERTICAL 4" WHITE PVC PIPES AND REMOVE ANY UNDERGROUND UTILITY UNDER THE PROPOSED BUILDING FOOTPRINT. 14 APPROXIMATE LOCATION OF 400A MAIN ELECTRICAL PANEL, CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION BY IDAHO POWER WITH OTHER CONSTRUCTION. 15 DI.GLINEO Cad /3e�o�e ?you /�* NOTICE, CALL 811 BEFORE YOU DIG! THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND RESTORATION OF ALL BURIED OR ABOVE GROUND UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. III W 2 ui O a Z O W Q v c E ti v U) a� s 2 L O� c V C 7 0 J 0 c to �C ul utko C N_ c W •d 3 •C +' C L. W U) Lv �0 Lu a J � Q W Q LIJ 02 M PROJECT NO: 22376 DRAWN BY: KLW CHECKED BY: CHECKED BY DATE: 6.9.2022 SITE UTILITY PLAN C4.01 � (STD) EE V 5'-6" (VAN) RESERYM PARKING RESERVED PARKING SIGN PER MUTCD STANDARDS 8 F i=+ In ADA SIGN (TYP) SEE DETAIL � SPECIFICATIONS. SEE MUTCD DETAIL R7-8. �P�� ��a �o c y i0 In THIS SHEET 8 - MAXIMUM SLOPE 8.33%(1:12) p y = w� y - VAN ACCESSIBLE SIGN VA PER MUTCD STANDARDS 8 ACCM SPECIFICATIONS. SEE MUTCD DETAIL R7-8P. nB-• ���'i�G �oQ�,- ,��,`� �� �P W Y =O W >0 y 8 n n Q b0 d C �' •%'� z ADA SYMBOL (TYP) z 4" MAX. (VAN STALLS ONLY) Y o SEE DETAIL a THIS SHEET a z w¢ z SIGN POST�i oe/ - �5�, �ti� LANDSCAPED AREA 0 e �! $ C 7 PAINTED EMBLEM ON ASPHALT PAVING 4 z i FINISH GRADE "' 1= m �P�� �\ 0 G p„ 'p TYP. AT ALL ADA PARKING STALLS PER CITY OR PAVING SLOPE CONCRETE AWAY FROM TUBE m y — FLARED SIDES TRUNCATED DOMES. uicc •bo z r pZI 00 J REQUIREMENTS. (2 COATS) SEE DETAIL'BS' 4) j .0 • _ III 11 f l l l III=1 IIIIII=1 III III ;' III III III-1 1= 2b, TRUNCATED DOMES. SEE DETAIL THIS SHEET. o W y 3 d0 III III .: j - III o I. °, 'THIS SHEET. C L. NOTE: SEE SPECIFICATIONS FOR PAINT •' I CONCRETE FOOTING g V C d MIN. (STD) 4" WIDE PEDESTRIAN STRIPE TYPE AND COLOR. (2 COATS) N .. , ' I ti N • •d0 C 8'-0- MIN. 8'-0" MIN (VAN) AT 45` ANGLE 2'-0" O.C. ° IJ • u C W (2 COATS) NOTE: ..: • •. .. Z a •Ol L CROSS SLOPES WITHIN ADA PARKING STALLS AND 14" ov C ; ACCESSIBLE ROUTES NOT TO EXCEED 1:48 SLOPE. V u Oo 3 ADA PARKING DETAIL PAINTED ADA SYMBOL ADA PARKING SIGN C i W ADA ACCESSIBLE RAMP ADA ACCESSIBLE RAMP SCALE: N.T.S. Al SCALE: N.T.S. ~J SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ~J o r' ASPHALT PAVEMENT, TIP GUTTER 1/2' AWAY FROM (SEE SPECIFICATIONS) CURB AS INDICATED BY CONCRETE PAVEMENT. DRAINAGE PLAN ROAD BASE z ` 2'-0" 6" 2' BOTTOM OF 2'-0' 6' 2" MAX. DEPTH OF JOINT SUBGRADE ROAD BASE CONTRACTION JOINT 314" RAD. III —III III —III III III —I =1 III III —III III=1 —III z_ -1 = _ 314" RAD. SUBGRADE III II III —III: =III III III III11 I I —III— IIIIII—III • - , ' m � ' ' • (STANDARD DUTY) (HEAVY DUTY) PARKING ROADWAY STANDARD HEAVY AREAS AREAS ASPHALT 3" 4" CONCRETE 6" 8" ROAD BASE 5" 6" 6" g• 6" ROAD BASE NOTE: BASE COURSE 8" 8" NOTE: ROAD BASE NOTE: CONST. JOINTS @ 10'-0" O.C. CONST. JOINTS @ 10--0" O.C. REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES. EXPANSION JOINTS @ 50'-0" O.C. EXPANSION JOINTS @ 50'-0" O.C. NOTE: REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES. ASPHALTIC PAVEMENT SECTION CONCRETE PAVEMENT SECTION 24" CURB & GUTTERB3 SCALE: N.T.S. 24" RELEASE CURB & GUTTER SCALE: N.T.S. of p� 0 SCALE: N.T.S. I SCALE. N.T.S. 2 W �� Q W W Q J Zo J oc O w O2 a M V Z 0 N a Z z O u En c W H G C a a a a a a PROJECT NO: 22376 DRAWN BY: KLW CHECKED BY: CHECKED BY DATE: 6.9.2022 CIVIL DETAILS C5.01 E i 0 UNDER GRAVEL DESCRIPTION: A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES THE SITE FROM OR TO PAVED SURFACE. APPLICATIONS: AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT TRAVELED WAY IS PAVED. GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL CONDITIONS EXIST. INSTALLATION/APPLICATION CRITERIA: • CLEAR GRUB AREA AND GRAD TO PROVIDE MAXIMUM SLOPE OF 2%. • COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED (RECOMMENDED FOR ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS. • PLACE COARSE AGGREGATE, 1 TO 2-1/2 INCHES IN SIZE, TO A MINIMUM DEPTH OF 8 INCHES. LIMITATIONS: • REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES. • SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC RIGHT-OF-WAY. MAINTENANCE: • INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP. • INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR SHOVELING. • REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN GOOD WORKING CONDITION. • EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT EROSION AT DRIVEWAYS. STABILIZED CONSTRUCTION ENTRANCE SCALE. N.T.S. FILTERSOCK SPECIFICATION: FILTREXX FILTERSOCK INSTALLATION AND MAINTENANCE 1.0 DESCRIPTION: THIS WORK SHALL CONSIST OF FURNISHING, INSTALLING, MAINTAINING AND DISPERSING (IF NEEDED) A WATER PERMEABLE COMPOST FILTER SOCK (FILTREXX FILTERSOCK) TO CONTAIN SOIL EROSION AND SEDIMENT BY REMOVING SOIL PARTICLES FROM WATER MOVING OFF SITE INTO ADJACENT WATERWAYS OR STORM WATER DRAINAGE SYSTEMS. FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION FOR OPERATIONAL STORM DRAINAGE SYSTEMS. 2.0 COMPOST PRODUCTS USED TO FILL FILTREXX FILTERSOCKS 1. COMPOST: COMPOST USED FOR FILTREXX FILTERSOCKS SHALL BE WEED FREE AND DERIVED FROM A WELL -DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BE PRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS INCLUDING TIME AND TEMPERATURE DATA INDICATING EFFECTIVE WEED SEED, PATHOGEN AND INSECT LARVAE KILL. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TO PLANT GROWTH. NON -COMPOSTED PRODUCTS WILL NOT BE ACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW USCC TMECC GUIDELINES FOR LABORATORY PROCEDURES: A. PH - 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A,'ELECTROMETRIC PH DETERMINATIONS FOR COMPOST" B. PARTICLE SIZE - 99%PASSING A 1" SIEVE, 90%PASSING A SIEVE AND A MINIMUM OF 70% GREATER THAN THE 3/8' SIEVE. A TOTAL OF 98 % SHALL NOT EXCEED 3 INCHES IN LENGTH, IN ACCORDANCE WITH TMECC 02.02-B,'SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION' C. MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST METHODS FOR MOISTURE DETERMINATION. D. MATERIAL SHALL BE RELATIVELY FREE (<1 % BY DRY WEIGHT) OF INERT OR FOREIGN MAN MADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 3.0 CONSTRUCTION AND INSTALLATION OF FILTREXX FILTERSOCKS: 1. FILTREXX FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION ON CONSTRUCTION SITES WHICH REQUIRE PROTECTION AGAINST SEDIMENT LADEN WATER AFTER STORM DRAINS BECOME OPERATIONAL. 2. FILTREXX FILTERSOCKS WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTED BY THE ENGINEER. FILTERSOCKS SHOULD BE INSTALLED IN A PATTERN THAT ALLOWS COMPLETE PROTECTION OF THE INLET AREA 3. INSTALLATION OF FILTREXX FILTERSOCKS WILL ENSURE A MINIMAL OVERLAP OF AT LEAST ONE FOOT ON EITHER SIDE OF THE OPENING BEING PROTECTED. THE FILTERSOCKS WILL BE ANCHORED TO THE SOIL BEHIND THE CURB USING STAPLES, STAKES OR OTHER DEVICES CAPABLE OF HOLDING THE FILTERSOCK IN PLACE. 4. STANDARD SIZES OF FILTERSOCKS FOR INLET PROTECTION WILL BE 8" DIAMETER PRODUCTS. IN SEVERE FLOW SITUATIONS, LARGER FILTERSOCKS MAY BE RECOMMENDED BY THE ENGINEER. 5. FILTERSOCKS SHALL BE CONSTRUCTED OF A WOVEN MATERIAL AND FILLED WITH A COMPOST PRODUCT THAT PASSES THE CRITERIA LISTED IN SECTION 2. 6. IF THE FILTERSOCKS BECOME CLOGGED WITH DEBRIS AND SEDIMENT, THEY SHALL BE MAINTAINED SO AS TO ASSURE A PROPER DRAINAGE AND WATER FLOW INTO THE STORM DRAIN. IN SEVERE STORM EVENTS, OVERFLOW OF THE FILTERSOCK MAYBE ACCEPTABLE IN ORDER TO KEEP THE AREA FROM FLOODING. 7. THE FILTERSOCKS SHALL BE POSITIONED SO AS TO PROVIDE COMPLETE PHYSICAL BARRIER TO THE DRAIN ITSELF, ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE OF THE URB INLET FILTER FABRIC REQUIRED OVER GRATE FILTER -TER SOCK 9TF �o OBJECTIVES ® HOUSEKEEPING PRACTICES ❑ CONTAIN WASTE ❑ MINIMIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA ❑ PROTECT SLOPETCHANNELS ® CONTROL SITE PERIMETER ❑ CONTROL INTERNAL EROSION TARGETED POLLUTANTS ■ SEDIMENT ❑ NUTRIENTS ❑ TOXIC MATERIALS ❑ OIL & GREASE ❑ FLOATABLE MATERIALS ❑ OTHER WASTE ■ HIGH IMPACT ® MEDIUM IMPACT ❑ LOW OR UNKNOWN IMPACT IMPLEMENTATION REQUIREMENTS ■ CAPITAL COSTS ® 0 & M COSTS ® MAINTENANCE ❑ TRAINING ■ HIGH ® MEDIUM ❑ LOW FILTERSOCKS. SEE ATTACHED SCHEMATIC FOR FILTREXX FILTERSOCK INSTALLATION. 8. FOR AREAS WHERE FILTERSOCKS ARE TO BE LEFT AS A PERMANENT PART OF THE LANDSCAPE, FILTERSOCKS MAY BE SEEDED DURING TIME OF MANUFACTURE TO CREATE A LIVING SOCK. FOR SEEDING OPTIONS, THE ENGINEER MAY SIMPLY REPLACE ALL LANGUAGE ABOVE WITH "LIVING FILTREXX FILTERSOCKS' 4.0 MAINTENANCE: 1. THE CONTRACTOR SHALL MAINTAIN FILTREXX FILTERSOCKS IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. 2. WHERE THE FILTERSOCK REQUIRES REPAIR, IT WILL BE ROUTINELY REPAIRED. 3. THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE FILTERSOCK WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE FILTERSOCK, OR AS DIRECTED BY THE ENGINEER. 4. THE FILTREXX FILTERSOCK WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY THE ENGINEER. THE NETTING MATERIAL WILL BE DISPOSED OF IN NORMAL TRASH CONTAINERS OR REMOVED BY THE CONTRACTOR. 5. REGULAR MAINTENANCE INCLUDES LIFTING THE FILTREXX FILTERSOCKS AND CLEANING UNDER THEM AS SEDIMENT COLLECTS. 5.0 METHOD OF MEASUREMENT: BID ITEMS SHALL SHOW MEASUREMENT AS TILTREXX FILTERSOCK' PER LINEAR FOOT, INSTALLED OR PER INLET, AS SPECIFIED BY THE ENGINEER. 6.0 PERFORMANCE: 1. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A WORKING EROSION CONTROL SYSTEM AND MAY, WITH APPROVAL OF THE ENGINEER, WORK OUTSIDE THE MINIMUM CONSTRUCTION REQUIREMENTS AS NEEDED. 2. WHERE THE FILTERSOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH AMORE EFFECTIVE ALTERNATIVE. 3. CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 7.0 APPLICATION GUIDELINES: 1. FILTREXX FILTERSOCKS SHALL EITHER BE MADE ON SITE OR DELIVERED TO THE JOBSITE USING A 3 MIL TUBULAR HDPE KNITTED MESH NETTING MATERIAL FILLED WITH COMPOST PASSING THE ABOVE SPECIFICATIONS FOR COMPOST PRODUCTS AS OUTLINED IN 2.0. 2. FILTREXX FILTERSOCKS NETTING MATERIALS ARE AVAILABLE ONLY FROM FILTREXX INTERNATIONAL, LLC AND ARE THE ONLY CERTIFIED MESH MATERIALS ACCEPTED IN CREATING FILTREXX PRODUCTS ON SITE OR AS DELIVERED TO THE JOB SITE. STANDARD FILTREXX COLOR CODING SYSTEMS INCLUDE YELLOW AND BLACK STRIPED MESH NETTING WITH 3/8' MESH OPENINGS FOR INLET PROTECTION. OTHER COLORS ARE ONLY ACCEPTABLE AS APPROVED BY BOTH THE ENGINEER AND FILTREXX INTERNATIONAL, LLC. 3. CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 8.0 AVAILABLE VENDORS FILTREXX FILTERSOCKS MAY BE PURCHASED FROM THE FOLLOWING CERTIFIED FILTREXX INSTALLERS: WINDSWEPT ORGANIX INC. WORK: 480-963-4638 FAX: 408-9404261 9 850 SOUTH BOGLE AVE, SUITE 2 CHANDLER, AZ 85225 �p S,P41- �O AREAINLET-� FILTER FABRIC REQUIRED OVER GRATE H' �8"FILTER FILTER SOCK `OP !p PLACE POSTS U ON CENTER SECURE MESH TO POSTS WITH (2X4 WOOD POSTS OR STEEL WIRE STAPLES 1" LONG OR TIE i FENCE POSTS) WIRES OR HOG RINGS 2I I I- 3.I Ir SECURE FABRIC TO MESH WITH TWINE, STAPLES, �� FABRIC WIRE MESH OR SIMILAR - '�� BACK FILL WITH ROCKS OR DIRT 3 _ -� f2.I3 v 4. 1' 5. 6. TOE DETAIL DESCRIPTION: A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC STRETCHED ACROSS AND SECURED TO SUPPORTING POSTS. APPLICATIONS: • PERIMETER CONTROL: PLACER BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE. • SEDIMENT BARRIER: PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE. • PROTECTION OF EXISTING WATERWAYS: PLACE BARRIER AT TOP OF STREAM BANK • INLET PROTECTION: PLACE FENCE SURROUNDING CATCH BASINS INSTALLATION/APPLICATION CRITERIA: • PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR (OR USE PRE -ASSEMBLED UNIT) AND DRIVE 2 FEET MINIMUM INTO GROUND. EXCAVATE AN ANCHOR TRENCH IMMEDIATELY UPGRADIENT OF POSTS • SECURE WIRE MESH (14 GAGE MIN. WITH 6INCH OPENINGS) TO UPSLOPE SIDE OF POSTS. ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES, TIE WIRES OR HOG RINGS. • CUT FABRIC TO REQUIRED WIDTH, UNROLL ALONG LENGTH OF BARRIER AND DRAPE OVER BARRIER. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR, WITH TRAILING EDGE EXTENDING INTO ANCHOR TRENCH. • BACKFILL OVER FILTER FABRIC TO ANCHOR. LIMITATIONS: • RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE. • RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET. • RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1(50%). • RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS. • PONDING SHOULD NOT BE ALLOWED BEHIND FENCE. MAINTENANCE: • INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. • LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS. • REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED SEDIMENT. • REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING. • REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE. SILT FENCE SCALE. N.T.S. �..J OBJECTIVES ❑ HOUSEKEEPING PRACTICES ❑ CONTAIN WASTE ❑ MINIMIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA ❑ PROTECT SLOPES/CHANNELS ® CONTROL SITE PERIMETER ® CONTROL INTERNAL EROSION TARGETED POLLUTANTS ■ SEDIMENT ❑ NUTRIENTS ❑ TOXIC MATERIALS ❑ OIL & GREASE ❑ FLOATABLE MATERIALS ❑ OTHER WASTE ■ HIGH IMPACT ® MEDIUM IMPACT ❑ LOW OR UNKNOWN IMPACT ® CAPITAL COSTS ® 0 & M COSTS ® MAINTENANCE ❑ TRAINING ■ HIGH ® MEDIUM ❑ LOW D DESCRIPTION: TEMPORARY ON -SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL. APPLICATIONS: • ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT FACILITY IS TO FAR FROM ACTIVITIES. INSTALLATION/APPLICATION CRITERIA: • LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. • PREPARE LEVEL, GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS FOR SERVICING AND FOR ON -SITE PERSONNEL. • CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION SHEET), CONTROL FOR SPILUPROTECTION LEAK. LIMITATIONS: • NO LIMITATIONS MAINTENANCE: • PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION. • REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE. • ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT WITH APPROPRIATE AGENCY APPROVAL. PORTABLE TOILETS C5 SCALE: N.T.S. LOCATE 50'FROM NEAR[ DRAINAGE AREA DESCRIPTION: PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT OFF -SITE, PERFORMING ON -SITE WASHOUT IN A DESIGNATED AREA, AND TRAINING EMPLOYEES AND SUBCONTRACTORS. APPLICATIONS: • THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF SITES. INSTALLATION/APPLICATION CRITERIA: • STORE DRY AND WET MATERIALS UNDER COVER, AWAY FROM DRAINAGE AREAS. • AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON -SITE. • PERFORM WASHOUT OF CONCRETE TRUCKS OFF -SITE OR IN DESIGNATED AREAS ONLY. • DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. • DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON -SITE, EXCEPT IN DESIGNATED AREAS. • WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE, AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A SERVED OR LEVEL AREA (SEE EARTH BERM BARRIER INFORMATION SHEET.) • TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE MANAGEMENT. LIMITATIONS: • OFF -SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE. MAINTENANCE: • INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING PROPERLY MANAGED. • IF USING A TEMPORARY PIT, DISPOSE HARDENED CONCRETE ON A REGULAR BASIS. ® HOUSEKEEPING PRACTICES ® CONTAIN WASTE ❑ MINIMIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA ❑ PROTECT SLOPES/CHANNELS ❑ CONTROL SITE PERIMETER ❑ CONTROL INTERNAL EROSION TARGETED POLLUTANTS ❑ SEDIMENT ❑ NUTRIENTS ❑ TOXIC MATERIALS ❑ OIL & GREASE ❑ FLOATABLE MATERIALS ■ OTHER WASTE HIGH IMPACT MEDIUM IMPACT LOW OR UNKNOWN IMPACT IMPLEMENTATION REQUIREMENTS ® CAPITAL COSTS ® 0 & M COSTS ® MAINTENANCE ❑ TRAINING ■ HIGH ® MEDIUM ❑ LOW OBJECTIVES ❑ HOUSEKEEPING PRACTICES ® CONTAIN WASTE AREA ❑ MINIMIZE DISTURBED AREA ORAGE ❑ STABILIZE DISTURBED AREA ❑ PROTECT SLOPES/CHANNELS ❑ CONTROL SITE PERIMETER ❑ CONTROL INTERNAL EROSION TARGETED POLLUTANTS ❑ SEDIMENT ❑ NUTRIENTS ❑ TOXIC MATERIALS ❑ OIL & GREASE ❑ FLOATABLE MATERIALS ® OTHERWASTE ■ HIGH IMPACT ® MEDIUM IMPACT ❑ LOW OR UNKNOWN IMPACT IMPLEMENTATION REQUIREMENTS ❑ CAPITAL COSTS ❑ 0 & M COSTS ® MAINTENANCE ® TRAINING ■ HIGH ® MEDIUM ❑ LOW CONCRETE WASTE MANAGEMENT /1J SCALE: N.T.S. Z� 0 WY W Z0O Vl E o a` Z� C N ° W J - � ti W ZLi E O C V° w Z Q 0 1■■r SW W J O a 2 V Z O EAa Z O " � W N o W F C ti 1 `N v U) G u = L O� a b0 H C7 N to � J DO _ • `M utko fA C L u� _ • 'tko t_ C 1L L. •C 3 NCO 3 W 4J U) PROJECT NO: 22376 DRAWN BY: KLW CHECKED BY: CHECKED BY DATE: 6.9.2022 CIVIL DETAILS SEDIMENT BARRIER / FILTER SOCK PROTECTION Al SCALE: N.TS. „ 1 © REPLENISH C5.02