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Home My WebLink AboutPLN C0.01 Notes V1E TY OF MERIDIAN STANDARD NOTES GENERAL NOTES LEGEND a APPROVED oA1E 07MM2 GENERAL CONSTRUCTION ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF 1.1 COMPLIANCE 1. ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND NEW EXISTING NEW EXISTING L ` N O THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN REQUIREMENTS. FUNOMBFN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF 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 - - - - - - - - MONUMENT LINE SECTION CORNER (FOUND) v ^� ; V V) j 2 ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY GUIDELINES. CENTER LINE c la Y L ab a o0 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD 3. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR WRITTEN APPROVAL. - - - - - - - - SUBJECT PROPERTY LINE SECTION CORNER (NOT FOUND) 0 I o n _ SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING a >- O. CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY ADJACENT PROPERTY LINE Id 4)OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER 1.2 PERMITTING AND INSPECTIONS Q STREET MONUMENT Z N N UNTIL THE SITUATION IS RESOLVED. 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING - - - - - - - - - - - - - - EASEMENT LINE 2 •O L SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO 0 0 BRASS CAP MONUMENT c O O 3. THE CONTRACTOR SHALL HAVE PLANS STAMPEDAPPROVED FOR CONSTRUCTION" BY THE CITY CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED DITCH FLOWLINE w O o OF MERIDIAN ON SITE AT ALL TIMES. THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. X X FENCE LINE $ 8 POWER POLE 6_ a o � _3a C 2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR 8 $ UTILITY POLE J 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF ATMS atms ATMS CABLE Z a0 = PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. CONSTRUCTION REQUIRING OBSERVATION. GUY GUY GUY ANCHOR w41 j 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, N tv CABLE TV LINE bQ 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE ® ® POWER TRANSFORMER W INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT INSPECTIONS. C c COMMUNICATIONS LINE TRANS TRANS b = L TWENTY FOUR (24) HOUR PRIOR NOTICE. ® ® TRAFFIC SIGNAL CABINET r^ O W W 1.3 COORDINATION & VERIFICATION Fo fo FIBER-OPTIC CABLE = 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED 1. ALL DIMENSIONS, GRADES &UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY LIGHT POLE N V °bA TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY F f FIRE LINE -a W ,d, _ ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION ❑TR ❑TR TELEPHONE RISER b r'n = W FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE IBB im IRRIGATION LINE °� 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN T T TELEPHONE MANHOLE E m L OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT G 9 NATURAL GAS LINE 0 ; N = ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED THIS BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ® ® TRAFFIC SIGNAL BOX . ■ V 0 "m = �+ U PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION 2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY OHc ohc OVERHEAD COMMUNICATIONS rL a00 NOTE N0. 1. QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS WATER MANHOLE _ THAT CAN BE EASILY OBSERVED. OHP ohp OVERHEAD POWER LINE m 41 11J N 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO 3. CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED T0: ® ® WATER VALVE rn °> (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE OHT oht OVERHEAD TELEPHONE LINE CONCRETE; (D) PLACING OF ASPHALT PAVING. BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING ® ® WATER METER 0 V FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC., OHTV ohty OVERHEAD TELEVISION LINE 1 FIRE HYDRANT 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION NOT SHOWN ON CIVIL PLANS. SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH 4. CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, P P POWER LINE 9 SANITARY SEWER MANHOLE i m INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED. PIC Plc POWER/COMMUNICATIONS LINE APPROVED CONSTRUCTION PLANS. 0SSCO �SSCO SANITARY SEWER CLEANOUT Prt pft POWERRELEPHONE LINE 1.4 SAFETY AND PROTECTION ® ® STORM DRAIN MANHOLE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, Prt/C p/Uc POWER/TELEICOMMLZNE [ONA L P N AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS. ® ® STORM DRAIN CURB INLET cgs G\$T f 3. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING RD rd ROOF DRAIN LINE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL ® ® STORM DRAIN CATCH BASIN OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS SHORING AND BRACING OF EXCAVATIONS AND TRENCHES , AND FOR THE PROTECTION OR SW sw SECONDARY WATER LINE DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST WORKERS AND PUBLIC. 4. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND ®D ® STORM DRAIN CLEANOUT BE APPROVED IN WRITING FROM THE CITY ENGINEER. PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING S s SANITARY SEWER LINE STORM DRAIN COMBO BOX P WATER IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT ST st STEAM LINE G HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. MB MB MAILBOX 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO 5. CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED SD sd STORM DRAIN LINE RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, SIGN AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. T t TELEPHONE LINE 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM o- o- FLOW DIRECTION 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR T/C tic TELEPHONE/COMM LINE (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 44.00 44.00 WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO 7. CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG UD ud UNDERDRAIN TOC EX TOG SPOT ELEVATION CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL o SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. UGC u9c UNDERGROUND COMMUNICATIONS CONIFEROUS TREE m RULES (IDAPA 58.01.16). 8. CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. UGP ugp UNDERGROUND POWER LINE LIj 9. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A STANDARDS. 10. CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT UGT ugt UNDERGROUND TELEPHONE LINE DECIDUOUS TREE 74 W ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER UGry ugty UNDERGROUND TELEVISION POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION z (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED. W w WATER LINE Q ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 11. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT Q SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO [l2[- -� - _ _4512- - CONTOUR LINE THE TRAVELING PUBLIC. Z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE 12. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS CURB & GUTTER (STD) SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 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 CURB & GUTTER (OUTFALL) r d = 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN O Lei ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE J >- 00 Z INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE OR ING AGENCY. ` SEWER 14. THEER SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS 0 O 0 FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. EXPENSE OF THE CONTRACTOR. rl V 0 fV 1.5 AMERICAN DISABILITIES ACT [ Z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS 1. PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: \/ > O (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. 'ROUTES SHALL HAVE A 2.08%(1:48) MAXIMUM CROSS SLOPE. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO *ROUTES SHALL HAVE A 5.00%(1:20) MAXIMUM RUNNING SLOPE. Q V CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR *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 W V / Q N PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 58.01.16). SLOPE IN ANY DIRECTION. 3. THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF ILL. DISCREPANCY DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE W w O 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR ARCHITFCT/ENGINEER PRIOR TO ANY CONSTRUCTION. Q W POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A O POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN L (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN N ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). H M W 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE Z BEDS, DRAINAGE SWALES). ROADWAY W 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR Q (24) HOURS PRIOR TO ANY CONSTRUCTION. a 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY 0 _ I TRENCHES ABOVE THE PIPE ZONE. N PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF ABBREVIATIONS O MERIDIAN WATER DEPARTMENT. N (_ Z a a DRAINAGE AC ADA ACRE AMERICANS WITH DISABILITIES ACT DIP DTREE DUCTILE IRON PIPE DECIDUOUS TREE GM GMH GAS METER GAS MANHOLE FCC PI POINT OF COMPOUND CURVE POINT OF INTERSECTION T TBC TOWNSHIP TOP BACK OF CURB Q w U FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ATMS ADVANCED TRAFFIC MGMT. SYSTEM DYL DOUBLE YELLOW LINE GUY GUY WIRE PM PARKING METER TELE TELEPHONE W G ON -SITE DRAINAGE. B&C BAR & CAP E EAST GV GAS VALVE PP POWER POLE TFC TOP FACE OF CURB N o� BC BUILDING CORNER EB ELECTRIC BOX HOPE HIGH DENSITY POLYETHYLENE PRC POINT OF REVERSE CURVE TFG TOP FINISH GRADE > 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE BFG BOTTOM FINISH GRADE EGL ENERGY GRADE LINE HG HEADGATE PRK PARKING STRIPE TL TREE LINE W v RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT BLUE BLUE STAKED ELECTRIC ELEV ELEVATION HGL HYDRAULIC GRADE LINE POC POINT OF CONNECTION TMH TELEPHONE MANHOLE ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF BLUFO BLUE STAKED FIBER OPTIC EM ELECTRIC METER HP HIGH POINT PT POINT OF TANGENCY TOA TOP OF ASPHALT �I DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE BLUG BLUE STAKED NATURAL GAS EMH ELECTRIC MANHOLE HW HEADWALL or HIGH WATER PWR POWER TOC TOP OF CONCRETE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE BLUIRR BLUE STAKED IRRIGATION EOA EDGE OF ASPHALT HWY HIGHWAY PVC POLYVINYL CHLORIDE PIPE TOF TOP OF FOOTING W = PERMIT. BLUSD BLUE STAKED STORM DRAIN EOC EDGE OF CONCRETE ICO IRRIGATION CLEANOUT R RANGE TOG TOP OF GRATE Q a BLUSS BLUE STAKED SANITARY SEWER EOG EDGE OF GRAVEL ICV IRRIGATION CONTROL VALVE RCP REINFORCED CONCRETE PIPE TOE TOE OF SLOPE G BLUFF BLUE STAKED TELEPHONE EOL EDGE OF LAWN IE INVERT ELEVATION RD ROOF DRAIN TOP TOP OF SLOPE or TOP OF PIPE W a BLUW BLUE STAKED WATER EX or EXIST EXISTING IRR IRRIGATION REV REVISION TOW TOP OF WALL d BM BENCHMARK F FIRE LF LINEAR FEET ROW RIGHT-OF-WAY TR TELEPHONE RISER 1Y a a a a a a i BOF BOTTOM OF FOOTING FC FOUNDATION CORNER LIP LIP OF GUTTER RR RAILROAD TV TELEVISION PROJECT NO: 21070 BOB BOTTOM OF BOX FD FOUND or FOUNDATION DRAIN LP LOW POINT or LIGHT POLE S SOUTH TW FINISH GRADE AT TOP OF WALL 9 BOIL BOLLARD FDC FIRE DEPT. CONNECTION MAX MAXIMUM SAD SEE ARCHITECTURAL DRAWINGS TRANS TRANSFORMER DRAWN BY: CCW BOT BOTTOM FDMN FOUND MONUMENT MIN MINIMUM SD STORM DRAIN TSP TRAFFIC SIGNAL POLE o BOV BLOW -OFF VALVE FDSC FOUND SECTION CORNER MON MONUMENT SDCB STORM DRAIN CATCH BASIN TSB TRAFFIC SIGNAL BOX CHECKED BY: RJP BOW BACK OF WALK FFE FINISHED FLOOR ELEVATION MP METAL PIPE SDCO STORM DRAIN CLEOUNOUT BOX LID UNDERDRAIN BW FINISH GRADE AT BOTTOM OF WALL FG FINISHED GRADE MW MONITORING WELL SDMH STORM DRAIN MANHOLE UGC UNDERGROUND COMMUNICATIONS DATE: FEBRUARY 7, 2022 o FL CENTERLINE FH FIRE HYDRANT N NORTH SEC SECTION UGP UNDERGROUND POWER rr �? CAN CABLE TELEVISION FL FLOW LINE NG NATURAL GROUND SPECS SPECIFICATIONS UGT UNDERGROUND TELEPHONE CBR CONCRETE BARRIER FNC FENCE NGRET NG AT RETAINING WALL SLB&M SALT LAKE BASE & MERIDIAN UGTV UNDERGROUND TELEVISION FNCCL CHAIN LINK FENCE NR NAIL & RIBBON SO SQUARE U.N.O. UNLESS NOTED OTHERWISE cc CURB T COL COLUMN FNCIRN IRON FENCE NW NAIL & WASHER SOFT SQUARE FEET UP UTILITY POLE GENERAL NOTES, COMM COMMUNICATIONS FNCVYL VINYL FENCE NTS NOT TO SCALE SQYD SQUARE YARD VCP VITRIFIED CLAY PIPE CONC CONCRETE FNCWD WOOD FENCE OG ORIGINAL GROUND SS SANITARY SEWER VP VERTICAL PIPE LEGEND A N D i CONST CONSTRUCTION FNCWR WIRE FENCE OH OVERHANG SSCO SANITARY SEWER CLEANOUT W WEST or WATER ` CMP CORRUGATED METAL PIPE FO FIBER OPTIC OHC OVERHEAD COMMUNICATIONS SSMH SANITARY SEWER MANHOLE WM WATER METER ABBREVIATIONS CP CONTROL POINT FOW FRONT OF WALK OHP OVERHEAD POWER ST STEAM WMH WATER MANHOLE CTREE CONIFEROUS TREE FT FEET OHT OVERHEAD TELEPHONE STA STATION WS WATER SURFACE CUFF CUBIC FOOT G NATURAL GAS OHTV OVERHEAD TELEVISION STD STANDARD WTR WATER CUYD CUBIC YARD GAR GARAGE R PROPERTY LINE STM STORM WV WATER VALVE DEL DELINEATOR GB GRADE BREAK PB POWER BOX SYL SOLID YELLOW LINE WW WATERWAY DIA or 0 DIAMETER GL GROUND LIGHT PC POINT OF CURVATURE SWL SOLID WHITE LINE •