AE Project No

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1 P:\202426\00_Prakash_Civ_Eng\Working_Dwgs\00_Civil\Edam\ dwg DATE: , Matthew Walters This Drawing Is For The Use Of The Client And Project Indicated No Representations Of Any Kind Are Made To Other Parties PRAKASH CONSULTIN LTD. AE Project No ISSUED FOR CONSTRUCTION DRAWIN LIST TITLE SHEET LEEND EXISTIN SITE LAYOUT SERVICIN PLAN RADIN PLAN S SPECIFICATIONS PROJECT LOCATION

2 STANDARD SYMBOLS SURVEY EXISTIN DESIN BORE HOLE BH BH IRON PIN IP IRON PIN (FOUND) IPF LEAD PLU LP MONUMENT MON PILE P SURVEY HUB HUB TEST HOLE TH TH TEST PIT TP TP UNIDENTIFIED MANHOLE U STANDARD BUSH ATE X X HEDE NO POST BARRIER RAILWAY SINAL LIHT SIN TREE TREE (CONIFEROUS) TREE (DECIDUOUS) ELECTRICAL ELECTRICAL MANHOLE E E ELECTRICAL MARKER E E ELECTRICAL METER M M UY WIRE JUNCTION BOX J J LAMP STANDARD PULL BOX PB PB TRANSFORMER TRANSFORMER PAD TP TP TRANSFORMER VAULT MANHOLE TM TM UTILITY POLE VAULT BOX E E COMMUNICATIONS / TELEPHONE COMMUNICATIONS MANHOLE C C COMMUNICATIONS VAULT BOX C C UY WIRE TELEPHONE MANHOLE TELEPHONE MARKER TELEPHONE PEDESTAL TELEPHONE VAULT BOX T T UTILITY POLE AS / OIL EXISTIN DESIN AS / OIL MANHOLE AS / OIL MARKER AS / OIL METER VALVE BOX VAULT BOX F F DRAINAE CATCH BASIN CB CB CATCH BASIN / MANHOLE CULVERT INLET (Ø, TYPE, AND m) CULVERT OUTLET (Ø, TYPE, AND m) DITCH HIH POINT DITCH LOW POINT CB CB CI CI CO CO ELEV ELEV ELEV ELEV DRAINAE MANHOLE FLOW DIRECTION LAWN BASIN LB LB VALVE BOX SANITARY SEWER CLEANOUT CO CO COMBINED MANHOLE CS CS FLOW DIRECTION LIFT STATION LS LS SANITARY MANHOLE S S VALVE BOX S S WATER 45 DEREE ELBOW 90 DEREE ELBOW AIR VALVE AV AV AIR VENT BLOW DOWN BD BD CHECK VALVE COUPLIN CROSS FLANE CURB STOP ENCASEMENT END CAP FIRE HYDRANT FLANE ATE VALVE REDUCER REULATOR VALVE SWIN ATE CHECK VALVE TEE FLANE THRUST BLOCK UNION VAULT BOX WATER LEVEL WATER MANHOLE WATER METER WATER VALVE (AIR VALVE IN MANHOLE) WELL WYE LINETYPES CABLE VISION EXISTIN DESIN CABLE SYSTEM CLOSED CIRCUIV CATV CATV CATV CATV CCTV CCTV CCTV CCTV FIBRE OPTIC TV FTV FTV FTV FTV OVERHEAD LINES OTV OTV OTV OTV UNIDENTIFIED CABLE LINE UNDERROUNUCTS UNC UNC UC UC UC UC COMMUNICATIONS / TELEPHONE COMMUNICATIONS LINE COM COM COM COM TELEPHONE (FIBRE OPTICS) FO FO FO FO TELEPHONE LINES OVERHEAD LINES UNDERROUNUCTS OT OT OT OT UT UT UT UT NATURAL AS / OIL NATURAL AS LINES OIL LINE OIL OIL OIL OIL POWER / ELECTRICAL OVERHEAD LINES OP OP OP OP POWER LINES P P P P RIID CONDUIT LINE UNDERROUNUCTS RC RC UP UP RC RC UP UP SANITARY SEWER COMBINED SEWER LINE FORCEMAIN COMB COMB FM FM COMB COMB FM FM SANITARY LINES SS SS SS SS STORM DRAINAE STORM LINES WATER IRRIATION WATER LINE IR IR IR IR WATER LINES RAATER LINE POTABLE WATER LINES RW RW PW PW RW RW PW PW SURFACE FEATURES BERM BOTTOM OF BANK DITCH EDE OF WATER HIH WATER MARK EW EW EW EW HWM HWM HWM HWM MAJOR CONTOUR MINOR CONTOUR TOP OF BANK LOT BOUNDARIES EASEMENT RIHT OF WAY STATUTORY RIHTOFWAY MANMADE FEATURES FENCE X X X X UARDRAIL RAILWAY SILT FENCE O O O O ALINMENT BICYCLE LANE PAINT LINE DECELERATION PAINT LINE UIDELINE LANE PAINT LINE RURAL PAINT LINE URBAN PAINT LINE DC DC STANDARD HATCH PATTERNS MATERIALS EXISTIN DESIN APPROVED NATIVE BACKFILL ASPHALT CAST IN PLACE CONCRETE CONCRETE CONCRETE (TO BE REMOVED) DRAIN ROCK/RIP RAP RANULAR BASE RANULAR SUBBASE RANULAR PIPE BEDDIN/PIT RUN SAND RASS / MARSH RAVEL IMPORTED RANULAR BACKFILL IMPORTED TOPSOIL NATIVE MATERIAL PRECAST CONCRETE RIP RAP ROCK UNDISTURBED ROUND WATER CHANNELIZATION SYMBOLS SYMBOLS EXISTIN DESIN BIKE PATH HANDICAP ONLY LANE CONTROL STRAIHT ARROW LEFT ARROW RIHT ARROW LEFTSTRAIHTRIHT ARROW LEFTRIHT ARROW TWOWAY LEFURN LEFTSTRAIHT ARROW RIHTSTRAIHT ARROW H.O.V. LANE SYMBOL PEDESTRIAN RAMP P P RAILWAY CROSSIN SCHOOL STOP DEPRESS CURB LIVIN MANOR

3 EX. MH RIM = N.W INV = S.W INV = HYDRANT FLANE BOLT ELEV = AE INSTALLED BENCHMARK ELEVATION. = EX MH 2 (PAVED OVER) SETBACK LIMIT LIVIN CENTER SITE LIMITS APPROXIMATE BUILDIN FOOTPRINT PLAN SCALE: :333 AE INSTALLED BENCHMARK ELEVATION = EX. MH 3 RIM = N.W INV = VILLAE OF EDAM LIMITS LIVIN MANOR OF THE CONSULTANT. ANY REPRODUCTION MUST BEAR THEIR NAME AS CONSULTANT. FROM THE CONSULTANT. THIS DRAWIN IS THE EXCLUSIVE PROPERTY ALLOWED WITHOUT WRITTEN PERMISSION THIS DRAWIN MUST NOT BE SCALED. VERIFY ALL DIMENSIONS ANATUMS PRIOR TO COMMENCEMENT OF WORK. REPORT ALL ERRORS AND OMISSIONS TO THE CONSULTANT IMMEDIATELY. VARIATIONS AND MODIFICATIONS ARE NOT

4 SETBACK LIMIT LIVIN CENTER SITE LIMITS APPROXIMATE BUILDIN FOOTPRINT EXISTIN 200 mm PVC SANITARY SEWER EX. MH 3 RIM = N.W INV = N.E INV = PLAN SCALE: : m 200 mm PVC SANITARY MIN 2.0% WELL LOCATION # WELL LOCATION # 2 VILLAE OF EDAM LIMITS LIVIN MANOR OF THE CONSULTANT. ANY REPRODUCTION MUST BEAR THEIR NAME AS CONSULTANT. FROM THE CONSULTANT. THIS DRAWIN IS THE EXCLUSIVE PROPERTY ALLOWED WITHOUT WRITTEN PERMISSION THIS DRAWIN MUST NOT BE SCALED. VERIFY ALL DIMENSIONS ANATUMS PRIOR TO COMMENCEMENT OF WORK. REPORT ALL ERRORS AND OMISSIONS TO THE CONSULTANT IMMEDIATELY. VARIATIONS AND MODIFICATIONS ARE NOT

5 SETBACK LIMIT LIVIN CENTER SITE LIMITS APPROXIMATE BUILDIN FOOTPRINT INSTALL 300 mm X 0.0 m CSP INV = INSTALL CURB DRAINAE OPENIN 0.2% MIN. DRAINAE SWALE EX. MH 3 RIM = N.W INV = N.E INV = PLAN SCALE: :200 INSTALL CURB DRAINAE OPENIN INSTALL CURB DRAINAE OPENIN INSTALL 300 mm X 0.0 m CSP INV = VILLAE OF EDAM LIMITS LIVIN MANOR OF THE CONSULTANT. ANY REPRODUCTION MUST BEAR THEIR NAME AS CONSULTANT. FROM THE CONSULTANT. THIS DRAWIN IS THE EXCLUSIVE PROPERTY ALLOWED WITHOUT WRITTEN PERMISSION THIS DRAWIN MUST NOT BE SCALED. VERIFY ALL DIMENSIONS ANATUMS PRIOR TO COMMENCEMENT OF WORK. REPORT ALL ERRORS AND OMISSIONS TO THE CONSULTANT IMMEDIATELY. VARIATIONS AND MODIFICATIONS ARE NOT

6 CULVERT INSTALLATION. ROCKS AND BOULDERS SHALL BE SELECTED AS NEARLY CUBICAL IN FORM AS PRACTICABLE AND SHALL HAVE AT LEAST A MINIMUM DIMENSION OF 200 mm. THE STONES SHALL BE PLACED WITH THEIR BEDS AT RIHT ANLES TO THE SLOPE, THE LARER STONES BEIN USED IN THE BOTTOM COURSES AND THE SMALLER STONES AOP. THEY SHALL BE LAID IN CLOSE CONTACT SO AS TO BREAK JOINTS AND IN SUCH MANNER THAHE WEIHT OF THE STONES IS CARRIED BY THE EARTH AND NOT BY THE ADJACENT STONES. THE FINISHED WORK SHALL PRESENT AN EVEN, TIHT, AND REASONABLY PLANE SURFACE, VARYIN NOT MORE THAN 75 mm FROM THE REQUIRED CONTOUR. 2. A CLAY SEAL IS TO BE PLACED AT BOTH ENDS OF THE CULVERT FOR A LENTH OF 2.0M TO CUT OFF SEEPAE. THE CLAY SEAL SHALL EXTEND FROM THE BOTTOM OF THE EXCAVATION TO 300 mm ABOVE THE CROWN OF THE PIPE, AND FOR THE FULL WIDTH OF THE EXCAVATION. LONITUDINAL VIEW ESTIMATED RIPRAP SURFACE AREA = 2.0 M² APRONS TO BE CONSTRUCTED AT INLET AND OUTLET ENDS OF CULVERT 0.2 m RAVEL OR CLAY BEDDIN END VIEW 2 m CLAY SEEPAE CUTOFF 3D D 0.2 m (TYP) 2 m CLAY SEAL D.5D DITCH RADE SHOULDER OF ROAD CURB AND UTTER 32 MPA DURAMIX CONCRETE 58% AIR AS PER SPEC. 98% STANDARD PROCTOR AS PER SPEC. BROOM FINISH TOP & FACE OF CURB AND UTTER LONITUDINALLY. BROOM OVER ALL CONTROL JOINTS. SPACIN OF CONTROL JOINTS TO BE.5 m. 50mm VERTICAL C& D INSULATED PIPE IN SINLE TRENCH MIN. BEDDIN OF 50 mm REQUIRED IN ALL ROCK TRENCHES PIPE RIID POLYSTYRENE FOAM INSULATION <.5 m COVER = 00 mm THICK >.5 m COVER = 50 mm THICK D INSULATION (MIN.) 0.5 m MPA DURAMIX CONCRETE 58% AIR AS PER SPEC. 98% STANDARD PROCTOR AS PER SPEC. BROOM FINISH TOP & FACE OF CURB AND UTTER LONITUDINALLY. BROOM OVER ALL CONTROL JOINTS. SPACIN OF CONTROL JOINTS TO BE.5 m. CURB DRAINAE OPENIN ORIINAL ROUND m (TYP) REMOVE EXISTIN MATERIAL AND STOCKPILE AS DIRECTED BY ENINEER DITCH BOTTOM MIN RADE 0.2% SLOPES MAY BE ADJUSTED TO MATCH EXISTIN DEPTHS MAY VARY FROM 2.0 m TO NO CUT IN AREAS REPLACE TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION TYPICAL DITCH LIVIN MANOR

7 LIVIN MANOR

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.