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HomeMy WebLinkAboutCC - C00 Cover Sheet v 1 (ARCHITECTURE OWNER CITY OF MERIDIAN STANDARD NOTES CSHQA ERIC CENTERS 200 BROAD ST. C&O DEVELOPMENT, INC. BOISE, IDAHO 83702 250 S BEECHWOOD R (208) 343 4635 BOISE,ID STE 120 ' FAX (208) 343-1858 EMAIL: Eric@baker-properties.net REV. MARCH 2O18 Ny�OQ CONTACT: JAMES MARSH ,J e EMAIL: james.marsh@cshqa.com LANDSCAPE GENERAL CONSTRUCTION Z o PINE 43 www.cshga.com RODNEY EVANS + PARTNERS ~ CIVIL RODNEY EVANS 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO CSHQA 1014 S LA POINTE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL ' ' 200 BROAD ST. BOISE,ID 83706 •Y� PAD E RETAILSHOPS208 514-3300 SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE d BOISE, IDAHO 83702 ( ) REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE (208) 343-4635 www.reandpartners.com FAX (208) 343-1858 IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONTACT: JEEFF WARD DIGLINE NUMBER BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. EMAIL: jeff.ward@cshqa.com (208) 342-1585 OR 811 www.cshga.com 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS 2145 E FAIRVIEW AVE AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON z LL a } z SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2>° w o =z .FOwaWH O MERIDIAN, IDAHOco �w�==�oZ 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF `° z$a�w ui o w o c%> �LL o,°F-o MERIDIAN ON SITE AT ALL TIMES. 'IT o � _' � co z F'w O-�2 LL w t O Ozwo¢LL�xO' 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION N Q w O� a CONFERENCE PRIOR TO START OF WORK. Q o w=2 2_0 0 c°> LL� wz�ox ILL � oo = W K W F z U~W 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION � LL=w ° a OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR d w co Q z z Q W z a a LL PRIOR NOTICE. � O co ;ww�wwo�FZ� 0 = co ZaWaz°pw� 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. v� ao - cj w o>1�Q w z�o DRAWING INDEX LEGEND GENERAL NOTES THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. m z w w Q x a°w Q W U 0 U O - w w-w}0° h � m � rOr�oaQaO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE O w o � o CIVIL SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. W CO = C00 COVER SHEET ELECTRICAL TRANSFORMER A. FOR SPECIFICATIONS CONFORM TO CITY OF MERIDIAN STANDARDS, THE CURRENT EDITION OF THE IDAHO 00 c� C20 EROSION AND SEDIMENT CONTROL PLAN ASPHALT CONCRETE PAVEMENT STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE ACHD SUPPLEMENT TO THE ISPWC, AND THE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) cn M C40 HORIZONTAL CONTROL PLAN CITY OF MERIDIAN ADOPTED EDITION OF THE INTERNATIONAL PLUMBING CODE UNLESS OTHERWISE NOTED. BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) C50 GRADING AND DRAINAGE PLAN SD STORM WATER LINE PLACING OF ASPHALT PAVING. Q L o C60 UTILITY PLAN PORTLAND CEMENT CONCRETE B. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. O N THE DRAWINGS DO NOT INDICATE EVERY CONDITION - WORK NOT PARTICULARLY DETAILED SHALL BE OF 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY oo co LANDSCAPE RIGHT OF WAY LINE (_ STORM WATER MANHOLE CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT o o IL L1.0 LANDSCAPE PLAN RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE N L1.5 LANDSCAPE DETAILS C. ALL LOT DIMENSION, EASEMENTS AND CERTAIN OFF-SITE EASEMENTS ARE TO BE TAKEN FROM THE PLAT. MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. O • L2.0 IRRIGATION PLAN - - PROPERTY LINE STORM WATER CLEANOUT �L2.5 IRRIGATION DETAILS D. DO NOT SCALE DRAWINGS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY M� co APPROVAL IN WRITING PRIOR TO CONSTRUCTION. EASEMENT LINE ®/ ® CATCH BASIN E. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR, THEY �� �I SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY 00 1000 FINISH GRADE CONTOUR (MAJOR) 101i lioll OIL WATER SEPARATOR F. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS (IE DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING rT, N 1"=10' TAKES PRECEDENCE OVER 1"=100'). FROM THE CITY ENGINEER. CITY STANDARDS -- ,001 -- FINISH GRADE CONTOUR (MINOR) > HEADWALL G. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND, AS REQUIRED WATER FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND EXISTING GRADE CONTOUR (MAJOR) GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR SS SANITARY SEWER LINE UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS Q '�'';�■ AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FX FENCE PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE. r Y SANITARY SEWER MANHOLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY H. THE CONTRACTOR SHALL MAINTAIN ALL DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS BUILDING DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN c SANITARY SEWER CLEANOUT EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN w I. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS INFLOW CURB AND GUTTER ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE W WATER LINE FOR BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). OUTFLOW CURB AND GUTTER AREA. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE BENCHMARK AND DATUM (F)" WATER METER J. ALL AC PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 10 PARKING COUNT CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL WATER VALVE SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE K. THE CONTRACTOR(S) SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS. AFTER IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE ADA COUNTY GIS COORDINATE SYSTEM, MODIFIED ID WEST ACCESSIBLE PARKING SYMBOL CONSTRUCTION IS COMPLETE, THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. WASTEWATER RULES (IDAPA 58.01.16). TRANSVERSE MERCATOR PROJECTION FIRE HYDRANT L. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE ORIGIN LATITUDE N41°40' 4 SIGN COMMENCING WITH THE WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). a ORIGIN LONGITUDE W115°45' GAS LINE ENGINEER. FALSE NORTHING: 0 FT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING FALSE EASTING: 2625138.999 FT BIKE RACK M. THE CONTRACTOR SHALL CALL DIGLINE AND HAVE THE LOCATION OF EXISTING UTILITIES MARKED AT LEAST WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE rT COMMUNICATION LINE TWO WORKING DAYS PRIOR TO THE BEGINNING OF EXCAVATION. CONTACT OTHER UTILITY OWNERS WHICH CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. SCALE FACTOR (TRIMBLE) 1.0001132803 DIGLINE DOES NOT MARK, TO HAVE THEM LOCATE THEIR FACILITIES. UNITS: US SURVEY FEET � � LUMINAIRE SEWER HORIZONTAL DATUM: NAD83(CORS) ELECTRICAL LINE N. WHERE NO MATERIAL NOTES OCCUR, THE GRAPHIC MATERIAL INDICATION SHALL INDICATE MATERIAL TYPES VERTICAL DATUM: NAVD88/GEOID09 AND ITEMS. SEE LEGEND ON THIS SHEET. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION HORIZONTAL & VERTICAL COORDINATES ARE BASED ON IDTD 0. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES NOTE NO. 1. CORS EPOCH 2O02 (PID:AJ3346) N43°39'10.57391" (A.D.A.A.G). 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY W116°17'00.21354' P. UNLESS OTHERWISE INDICATED ALL DRAWINGS, NOTES WHICH DO NOT READ "NIC", "EXISTING", "EXISTING TO SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS HT:2589.227' REMAIN", OR "BY OTHERS" SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN N:724441.996 VICINITY MAP CONTRACTOR INSTALLED. EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN N E:2483948.698 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS EL:2644.859 SNOT TO SCALE) Q. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT IF REQUESTED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE BY THE AGENCY OR THE ENGINEER. WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER R. ALL COSTS OF RETESTING PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL THE OWNER. SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE ABBREVIATIONS - IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE J " ` * S. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR. FAILURE TO WASTEWATER RULES (IDAPA 58.01.16). *r CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE T. THE CONTRACTOR IS RESPONSIBLE FOR FILING THE STORM WATER POLLUTION PREVENTION PLAN NOTICE OF SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). @ AT LF LINEAR FEET _ OU It INTENT (N.0.1.) PRIOR TO ANY CONSTRUCTION. AB AGGREGATE BASE MAX MAXIMUM �' ' ROADWAY PROJECT DATE AC ASPHALT CONCRETE MH MANHOLE y s_ U. ALL CONSTRUCTION ADDENDA, CHANGE ORDERS, OR DESIGN CLARIFICATIONS FOR THOSE ITEMS REGULATED 20019.0 05-19-20 ASPH ASPHALT N NORTH / NORTHING BY THE CODES MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A BLDG BUILDING NO. NUMBER WITH ANY OF THE PROPOSED WORK RELATED TO THE FIELD CHANGE. RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR DRAWN CHECKED BTM BOTTOM NTS NOT TO SCALE -- E FAIRVIEW AVE TO ANY CONSTRUCTION. CENTERLINE OC ON CENTER _ V. CONTRACTOR SHALL WORK FROM AND HAVE ON SITE AT ALL TIMES ONLY STAMPED, AGENCY APPROVED, JB JTW C CURVE OWS OIL WATER SEPARATOR 2 DRAWINGS FOR THIS PROJECT. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE 4 TRENCHES ABOVE THE PIPE ZONE. REVISED CONIC CONCRETE PE POLYETHYLENE 1 W. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER. CITY COMMENTS DEPT DEPARTMENT PERF PERFORATED PRESSURIZED IRRIGATION 1 L� JTW 02 04 21 DESC DESCRIPTION PIV POST INDICATOR VALVE -_. - X. MANHOLE LIDS AND DRAINAGE STRUCTURES SHALL BE HS-25 TRAFFIC RATED. / / DIA DIAMETER PVC POLYVINYLCHORIDE -P y; _ 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT E ELECTRICAL / EAST / EASTING PVMT PAVEMENT '9� 1 Y. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. IN WHICH IT IS BEING CONSTRUCTED. EG EXISTING GRADE R RADIUS ELEV ELEVATION RE: REFER TO 1 - Z. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE EOP EDGE OF PAVEMENT ROW RIGHT OF WAY EST ESTIMATE S SOUTH RECOMMENDATIONS AND SPECIFICATIONS. WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO SHEET TITLE - FDC FIRE DEPARTMENT CONNECTION SB SUBBASE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. COVER FF FINISH FLOOR ELEVATION SD STORM DRAIN AA. IF A CONFLICT EXISTS BETWEEN THE PLANS, SPECIFICATIONS, OR SOILS REPORT, THE CONTRACTOR SHALL FIG FINISHED GRADE SDCO STORM DRAIN CLEANOUT CONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION. DRAINAGE SHEET FH FIRE HYDRANT SDMH STORM DRAIN MANHOLE _ - FL FLOWLINE SDWK SIDEWALK �1 AB. SEE LANDSCAPE DRAWINGS FOR LAWN, SHRUB, TREE PLANTING AND IRRIGATION SYSTEM. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOC FACE OF CURB SS SANITARY SEWER FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL FT FEET SSMH SANITARY SEWER MANHOLE =• =- AC. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING, POWER, AND COMMUNICATION. BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF G GAS T TELEPHONE _� DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING SHEET GALS GALLONS TBC TOP BACK OF CURB AD. THE CONTRACTOR SHALL SUBMIT A SET OF RECORD DRAWINGS TO THE ENGINEER WITHIN FIVE WORKING OFFICIAL UNDER THE APPROPRIATE PERMIT. GALV GALVANIZED TDH TOTAL DYNAMIC HEAD PROJECT SITE DAYS AFTER THE COMPLETION OF WORK. RECORD DRAWINGS SHALL BE IN ACCORDANCE WITH THE GB GRADE BREAK TMC TOP OF MOUNTABLE CURB SPECIFICATIONS OF THE JURISDICTION HAVING AUTHORITY. GRND GROUND TOC TOP OF CURB GRVL GRAVEL TOW TOP OF WALL AE. SITE GRADING AND PREPARATION, MATERIAL SPECIFICATIONS, AND COMPACTIONS SHALL CONFORM TO THE HDPE HIGH DENSITY POLYETHYLENE TYP TYPICAL RECOMMENDATIONS OF THE GEOREPORT AND ALL ADDENDA TO THIS REPORT. COO IE INVERT ELEVATION W WATER / WEST 00 INV INVERT W/ WITH 1 AF. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE HIS WORK. ORIGINAL SHEET SIZE L LENGTH / LINE WV WATER VALVE 24" x 36"