APPROXIMATE LIMIT OF CITY LANDFILL LIMIT OF CONTRACTOR WORK ZONE. INSTALL CONSTRUCTION SNOW FENCE.

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1 EX. 5Ø WM EX. 6Ø SAN EX. 4Ø STM EX. 5Ø SAN EX. 75Ø SAN APPROXIMATE LIMIT OF CITY LANDFILL ZONE. INSTALL CONSTRUCTION SNOW FENCE. STUB FOR FUTURE 6Ø WATERMAIN ZONE. INSTALL CONSTRUCTION SNOW FENCE. 4 SIDEWALK END OF CONTRACT AND FINAL ALIGNMENT IN THIS AREA TO BE COORDINATED WITH ADJACENT CONTRACT 6 VALVE CHAMBER # PROPOSED 6Ø WATERMAIN 8 4 SEE DWG No. P BH WAY WATERLOO AVENUE MATCH LINE STA. +4 INTERCONNECTION BETWEEN WATERMAINS AND STUB FOR FUTURE WATERMAIN EXTENSION TO BE COORDINATED WITH CITY AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION 3 EX. 4Ø STM EX. 975Ø STM 3 38 ALONG LINE VALVE CHAMBER # PER DETAIL ON DWG D7 RIM ELEV W INV E INV EX. 5Ø WM PROPOSED 6Ø WATERMAIN 34 YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 P

2 SEE DWG No. P MATCH LINE STA EX. 5Ø WM PROPOSED 6Ø WATERMAIN PROPOSED 6Ø WATERMAIN 8 36 BH BH BH4 GIANT VENT TB WATER LIMIT OF CONTRACTOR WORK ZONE. INSTALL CONSTRUCTION SNOW FENCE. CATCHBASIN AS PER DETAIL ON DWG D CATCHBASIN AS PER DETAIL ON DWG D POOL ENCLOSURE APPROXIMATE LIMIT OF CITY LANDFILL EX. 5Ø SAN CULVERT CONCRETE BH5 BH6 DWG D SILTATION CONTROL FENCE AS PER DETAIL ON DWG D DRAIN CHAMBER # ALONG LINE OPEN CUT ACROSS DRAINAGE CHANNEL MIN.m.5 BENDS DRAIN CHAMBER # PER DETAIL ON DWG D5 RIM ELEV 36. SW INV 3.9 NE INV MATCH LINE STA SEE DWG No. P AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 P -45

3 BRISTOL STREET SEE DWG No. P MATCH LINE STA DWG D 5 5 REMOVE AND TRANSPLANT SMALL DIAMETER TREES AS NECESSARY AS DIRECTED BY THE CITY 54 DWG D Ø WATERMAIN AIR RELEASE CHAMBER # PROPOSED 6Ø WATERMAIN 6 BH7 DWG D 7.7m-Ø CONC 6 64 BH8 MH MH 66 RIM =36.4 INV NE=34.9.4Ø INV SE=33.9.6Ø INV SW=34.3.4Ø INV NW=34.4.5Ø AS PER DETAIL ON DWG D 55Ø 68 CONNECT TO EXISTING 5Ø SANITARY AREA. INSTALL CONSTRUCTION SNOW FENCE. 45Ø 4.9m-Ø CONC 7 7 MATCH LINE STA. +7 SEE DWG No. P AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION 3 EX. 55Ø STM MAY BE IN CONFLICT WITH PROPOSED Ø SANITARY. STM TO BE VACUUM EXCAVATED TO CONFIRM LOCATION. RECONSTRUCT STM UNDER SANITARY IF IN CONFLICT EX. 5Ø SAN PROPOSED 6Ø WATERMAIN ALONG LINE EX. 5Ø WM AIR RELEASE CHAMBER # PER DETAIL ON DWG D6 RIM ELEV 36.5 SW INV NE INV CONNECT TO EXISTING 5Ø SANITARY EX. 55Ø STM EX. 45Ø STM EX. 75Ø STM EX. 9Ø SAN USE GRANULAR 'B' TYPE II TRE BACKFILL FOR WATERMAIN UN WELLINGTON STREET. OVER C/L OF PROPOSED WATERMAIN YORK TRUNK 3.5 BENDS MH 3Ø PC OPSD 7.4 RIM ELEV 36.6 N INV m-Ø CONC MH 3Ø PC OPSD 7.4 RIM ELEV 37.3 NE INV S INV EX. 5Ø WM WATERMAIN TO CROSS UNDER EXISTING SANITARY PROPOSED 6Ø CENTRELINE HOR: :5 VER: : DRAWN: % % % m-Ø CONC 3.97 AUGUST 3 P

4 m-Ø CONC 96.6m-Ø CONC 9.4m-Ø CONC 6.m-Ø CONC -.% WATERMAIN EX. 5Ø WM ENCH NDER DRAIN CHAMBER # PER DETAIL ON DWG D5 RIM ELEV 35.3 SW INV 3.5 NE INV 3.5 SEE DWG No. P3 MATCH LINE STA BH DRAIN CHAMBER # 4.9m-Ø CONC PROPOSED 6Ø WATERMAIN MH3 4Ø PC OPSD 7.3 RIM ELEV NE INV 34.6 SW INV 34.6 ALONG LINE MH4 4Ø PC OPSD 7.3 RIM ELEV NE INV 34.3 SW INV 34.3 OVER C/L OF EX. 9Ø SAN MH3 96.6m-Ø CONC MH4 PROPOSED 6Ø WATERMAIN PRIOR TO CONSTRUCTION OF NEW SANITARY, BREAK INTO EX. 375Ø STM AND INSTALL NEW DROP MANHOLE UPSTREAM OF NEW YORK TRUNK. RECONSTRUCT 375Ø STM FROM NEW MANHOLE TO EX. MANHOLE TO THE SOUTH. AS PER DETAIL ON DWG D DWG D (TYP.) APPROXIMATE LIMITS OF FUTURE SKATE PARK AREA PROPOSED BY CITY EX. 375Ø STM MH5 4Ø PC OPSD 7.3 RIM ELEV NE INV 34.5 SW INV 34.5 EX. 375Ø STM IS IN CONFLICT WITH PROPOSED Ø SAN. RECONSTRUCT AND LOWER STM. INV SE= Ø INV NW= Ø RIM = m-Ø CONC m-Ø CONC MH5 BH REMOVE TREE MATCH LINE STA SEE DWG No. P AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 P4-45

5 96 EX. 4Ø SAN (SYPHON) EX. 6Ø STM EX. 9Ø SAN MH6 4Ø PC OPSD 7.3 RIM ELEV NE INV 34. SW INV 34. EX. 9Ø SAN PROPOSED 6Ø WATERMAIN MH7 4Ø PC OPSD 7.3 RIM ELEV NE INV 34.4 SW INV 34.4 EX. 5Ø WM EX. 9Ø SAN MH8 4Ø PC OPSD 7.3 RIM ELEV 37.6 N INV 34.8 SW INV 34.8 MH9 4Ø PC OPSD 7.3 RIM ELEV 37.4 NE INV 34.3 S INV 34.3 EX. 9Ø SAN MH 4Ø PC OPSD 7.3 RIM ELEV 37.6 NE INV SW INV SEE DWG No. P4 MATCH LINE STA m-Ø CONC AS PER DETAIL ON DWG D REMOVE AND REPLACE GUY POLE PARK ACCESS ROAD TO BE CLOSED DURING CONSTRUCTION MH6 FENCE AS PER DETAIL ON DWG D (TYP.) CUT IN AND CONNECT TO EX. 4Ø SYPHON PIPE AND DIRECT FLOWS TO NEW GRAVITY. SEE DETAILS ON DWG D3. 45.m-Ø CONC 5Ø WATERMAIN 4 6 MH7 BH ALLSTREAM 49.4m-Ø CONC PROPOSED 6Ø WATERMAIN 8 TEST PIT EX. GAS ROAD SOUTH REMOVE TREE EDINBURGH PRIOR TO CONSTRUCTION OF NEW SANITARY, BREAK INTO EX. 6Ø STM AND INSTALL NEW DROP MANHOLE UPSTREAM OF NEW YORK TRUNK. RECONSTRUCT 6Ø STM FROM NEW MANHOLE TO EX. MANHOLE TO THE SOUTH. BH VALVE CHAMBER # MH8 44.5m-Ø CONC CONC MH9 STUB FOR FUTURE 6Ø WATERMAIN CATCHBASIN AS PER DETAIL ON DWG D (TYP.) m-Ø CONC 6 LIMIT OF CONTRACTOR WORK AREA. INSTALL CONSTRUCTION SNOW FENCE. 8 MH MATCH LINE STA. + SEE DWG No. P AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION OVER C/L OF EDINBURGH ROAD ALONG LINE EX. 6Ø STM IS IN CONFLICT WITH PROPOSED Ø SAN. RECONSTRUCT AND LOWER STM. VALVE CHAMBER # PER DETAIL ON DWG D6 RIM ELEV 37.6 SW INV 34.4 NE INV YORK TRUNK USE GRANULAR 'B' TYPE II TRENCH BACKFILL FOR WATERMAIN AND SANITARY UNDER EDINBURGH ROAD CENTRELINE HOR: :5 VER: : DRAWN: % % m-Ø CONC AUGUST 3 P5 9.4m-Ø CONC m-Ø CONC 49.4m-Ø CONC m-Ø CONC

6 ALONG LINE DRAIN CHAMBER #3 PER DETAIL ON DWG D5 RIM ELEV 37.4 SW INV NE INV EX. 4Ø SAN MH4 3Ø PC OPSD 7.4 RIM ELEV NE INV 34.5 S INV 34.5 EX. 5Ø WM MH 4Ø PC OPSD 7.3 RIM ELEV 37.3 NE INV SW INV EX. 9Ø SAN MH 3Ø PC OPSD 7.4 RIM ELEV 37.6 NE INV SW INV MIN.m MH3 3Ø PC OPSD 7.4 RIM ELEV 37.5 N INV 34.5 SW INV 34.5 USE GRANULAR 'B' TYPE II BACKFILL FOR SANITARY AND SELECT NATIVE MATERIAL AS BACKFILL FOR WATERMAIN 965mm x 55mm CONCRETE ELLIPTICAL PIPE TO BE USED FOR THE SANITARY BETWEEN MH AND MH NOTE: SOCCER FIELD IS IN USE FROM MAY TO SEPTEMBER 3. CONTRACTOR TO ENSURE THAT SOCCER FIELD REMAINS FULLY OPERATIONAL DURING THAT PERIOD OF TIME. SEE DWG No. P5 MATCH LINE STA. + HYDRO 63.7m-Ø CONC 4 BH3 MH CATCHBASIN AS PER DETAIL ON DWG D (TYP.) 6 AREA. INSTALL CONSTRUCTION SNOW FENCE m-Ø CONC PROPOSED 6Ø WATERMAIN 3 3 LIMITS OF CITY SOCCER FIELD NOTE: CONTRACTOR TO PROTECT ALL IRRIGATION LINES IN THE SPORTS FIELDS. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED IRRIGATION LINES MH DRAIN CHAMBER #3 AS PER DETAIL ON DWG D 38 5.m-965mm x 55mm CONC ELLIPTICAL 8.m-Ø CONC 4 4 MH3 BH4 APPROXIMATE LOCATION OF NORTH CURB MH4 44 SEE DWG No. P7 MATCH LINE STA. +44 DWG D (TYP.) AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION PROPOSED 6Ø WATERMAIN 34 3 YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST m-Ø CONC m-Ø CONC m-965mm x 55mm CONC ELLIPTICAL 8.m-Ø CONC P

7 44 EX. 3Ø WM MH5 4Ø PC OPSD 7.3 RIM ELEV 39. NE INV SW INV EX. 5Ø WM EX. 6Ø STM ALONG LINE MH6 4Ø PC OPSD 7.3 RIM ELEV E INV SW INV SEE DWG No. P6 5Ø WM NOTE: SOCCER FIELD IS IN USE FROM MAY TO SEPTEMBER 3. CONTRACTOR TO ENSURE THAT SOCCER FIELD REMAINS FULLY OPERATIONAL DURING THAT PERIOD OF TIME. MATCH LINE STA Ø WM RECONSTRUCT EX. 3Ø WM OVER NEW Ø SANITARY 46 PASS UNDER EX. WM 3Ø WM 48 5Ø WM MAINTAIN ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES DURING CONSTRUCTION OF S.m-Ø CONC 5 PASS UNDER EX. WM 5 54 DWG D (TYP.) MH5 RAYMOND STREET CATCHBASIN AS PER DETAIL ON DWG D (TYP.) PROPOSED 6Ø WATERMAIN 56 LIMIT OF CONTRACTOR WORK AREA. INSTALL CONSTRUCTION SNOW FENCE. 58 APPROXIMATE LOCATION OF NORTH CURB.m-Ø CONC 6 MEASURE ALL MANHOLE S BH CITY NEEDS TO ADJUST ALIGNMENT OF BOX CULVERT AT THIS LOCATION TO MAKE IT COMPATIBLE WITH SANITARY ALIGNMENT 4.8m-Ø CONC MH6 66 WALKWAY BH6 68 MATCH LINE STA. +68 AS PER DETAIL ON DWG D SEE DWG No. P8 LIMITS OF CITY SOCCER FIELD NOTE: CONTRACTOR TO PROTECT ALL IRRIGATION LINES IN THE SPORTS FIELDS. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED IRRIGATION LINES. PROPOSED LOCATION FOR CITY'S NEW 8x9 BOX CULVERT APPROX. HIGH WATER LEVEL AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION EX. 3Ø WATERMAIN MAY BE IN CONFLICT WITH PROPOSED Ø SANITARY. WATERMAIN TO BE VACUUM EXCAVATED TO CONFIRM LOCATION. RECONSTRUCT WATERMAIN OVER SANITARY IF IN CONFLICT. PROPOSED 6Ø WATERMAIN PROPOSED 8x9 BOX CULVERT (BY OTHERS) YORK TRUNK 3 3 USE GRANULAR 'B' TYPE II BACKFILL FOR SANITARY AND SELECT NATIVE MATERIAL AS BACKFILL FOR WATERMAIN CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 -.3% P7.m-Ø CONC m-Ø CONC

8 m-Ø CONC 7.m-Ø CONC EX. 5Ø WM POND MATCH LINE STA. +68 PARK ROAD BH8 BH7 SEE DWG No. P BUTTERNUT SAPLING PROPOSED 6Ø WATERMAIN SPEED RIVER WALKWAY m-Ø CONC MAINTAIN ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES DURING CONSTRUCTION OF S REMOVE AND TRANSPLANT SMALL DIAMETER TREES AS NECESSARY AS DIRECTED BY THE CITY 5Ø WM PASS UNDER EX. WM BUTTERNUT SAPLING APPROXIMATE HIGH WATER LEVEL ALONG LINE MH7 4Ø PC OPSD 7.3 RIM ELEV 39.5 NE INV W INV MH8 4Ø PC OPSD 7.3 RIM ELEV NE INV SW INV MH9 4Ø PC OPSD 7.3 RIM ELEV NE INV SW INV USE GRANULAR 'B' TYPE II BACKFILL FOR SANITARY AND SELECT NATIVE MATERIAL AS BACKFILL FOR WATERMAIN. BACKFILL W -.3% 37.m-Ø CONC PROPOSED 8x9 BOX CULVERT (BY OTHERS) EX. 5Ø STM INV E=35.8.Ø RIM =38.75 INV S=37.74.Ø INV N=37.97.Ø INV W= Ø RIM =38.83 RIM =39. INV W=37.64.Ø INV W=35.5.Ø INV =36.8 RIM =38.9 RIM =39.55 McCRAE BOULEVARD ROYAL CITY PARK INV NW=37..3Ø RIM =37.7 MATCH LINE STA. +9 PROPOSED 6Ø WATERMAIN MH7 37.m-Ø CONC (INV OBSCURRED) RIM =38.76 INV NW=37.9.Ø 9 SEE DWG No. P9 MH8 7.m-Ø CONC MH9 BH9 9.m-Ø CONC PROPOSED LOCATION FOR CITY'S NEW 8x9 BOX CULVERT AS PER DETAIL ON DWG D 94 APPROXIMATE LOCATION OF NORTH CURB CATCHBASIN AS PER DETAIL ON DWG D (TYP.) DWG D (TYP.) 5Ø WM PASS UNDER EX. WM AREA. INSTALL CONSTRUCTION SNOW FENCE. SIDEWALK.m-Ø CONC PROPOSED 6Ø WATERMAIN AREA. INSTALL CONSTRUCTION SNOW FENCE AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 P8-45

9 .m-ø CONC GORDON STREET EX. 5Ø WM APPROXIMATE LOCATION OF HDD DRILLING RIG ALONG LINE -.3% EX. 375Ø SAN AIR RELEASE CHAMBER # PER DETAIL ON DWG D6 RIM ELEV SW INV NE INV SCHEMATIC ENTRANCE BORE (: SLOPE) MH 4Ø PC OPSD 7.3 RIM ELEV NE INV 34.9 SW INV 34.9 WATERMAIN TO BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING (HDD) SANITARY TO BE INSTALLED BY MICROTUNNELING WITH SELECT NATIVE MATERIAL. 99.9m-Ø CONC PROPOSED 6Ø WATERMAIN EX. 85Ø STM EX. 5Ø WM INV SW=37.3.4Ø INV N=37..4Ø RIM =39.3 INV S=36..6Ø INV NE=37.4.4Ø RIM =39.34 PLAYGROUND ROYAL CITY PARK Butternut Tree Dripline of (INV OBSCURRED) AIR RELEASE CHAMBER # SEE DWG No. P8 MATCH LINE STA. +9 PROPOSED 6Ø WATERMAIN BH9 BH BH PROPOSED 6Ø WATERMAIN 99.9m-Ø CONC CONC MH MICROTUNNEL LAUNCH SHAFT BUTTERNUT TREE BH INV S=37.7.9Ø INV N= Ø RIM =39.46 NOTE: CITY TO CONFIRM WHETHER THE DEVELOPMENT AGREEMENT WITH 4 WELLINGTON WILL ALLOW FOR PLACEMENT OF TUNNELED SERVICES IN THIS AREA LIMITS OF 4 WELLINGTON STREET DEVELOPMENT PROPOSED 6Ø WM INSTALLED BY HDD (HDPE PIPE) (MICROTUNNEL) APPROXIMATE LOCATION OF HDD DRILL RIG HDD BORE (: SLOPE) OPEN CUT TO HDD TRANSITION POINT (HDD) NOTE: ROYAL CITY PARK BASEBALL DIAMOND IS IN USE FROM MAY TO SEPTEMBER 3. CONTRACTOR TO ENSURE THAT BASEBALL DIAMOND REMAINS FULLY OPERATIONAL DURING THAT PERIOD OF TIME. LIMIT OF CONTRACTOR WORK AREA. INSTALL CONSTRUCTION SNOW FENCE. NOTE: CONTRACTOR TO PROTECT ALL IRRIGATION LINES IN THE SPORTS FIELDS. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED IRRIGATION LINES. LIMIT OF CONTRACTOR WORK AREA. INSTALL CONSTRUCTION SNOW FENCE. 5Ø WM GAS, HYDRO, BELL, WM PROPERTY CITY EX. 45Ø STM INV W=38..3Ø INV S= Ø INV NW=37.9.9Ø RIM =39.5 HYDRO, BELL INV S= Ø INV E OBSCURRED INV W=38.33.Ø RIM =39.68 SIDEWALK RIM = MATCH LINE STA SEE DWG No. P AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION YORK TRUNK CENTRELINE HOR: :5 VER: : DRAWN: AUGUST 3 P9-45

10 CATCHBASIN AS PER DETAIL ON DWG D (TYP.) RIM =3.36 INV N= Ø APPROXIMATE LIMITS OF RIVER EXISTING TREE TO BE TRANSPLANTED TO ANOTHER LOCATION AS DIRECTED BY THE CITY MH MICROTUNNEL EXIT SHAFT DRAIN CHAMBER #4 BENCH DWG D BENCH CONTINUATION OF HDD BORE BACK TO SURFACE (: SLOPE) YORK ROAD PARK APPROXIMATE LOCATION OF EXIT BORE HDPE PIPE TO BE STORED AND FUSED TOGETHER IN YORK ROAD PARK RIM =39.5 INV W=38..3Ø SIDEWALK 6 MATCH LINE STA. +8 SEE DWG No. P9 RIM =39.68 INV W=38.33.Ø INV E OBSCURRED INV S= Ø 8 BH3 99.9m-Ø CONC PROPOSED 6Ø WATERMAIN (MICROTUNNEL) (HDD) EX. FENCE AROUND LAWN BOWLING AREA BH4 4 6 SPEED RIVER 8 COVERED BRIDGE 3 BH5 HDD TO OPEN CUT TRANSITION POINT PATH APPROACH TO COVERED BRIDGE COVERED BRIDGE 3 63.m-Ø CONC PROPOSED 6Ø WATERMAIN 34 BH6 (OPEN CUT) (OPEN CUT) EXISTING TREE TO BE TRANSPLANTED TO ANOTHER LOCATION AS DIRECTED BY THE CITY 36 VALVE CHAMBER #3 MH 379 AS PER DETAIL ON DWG D NOTE: CONTRACTOR TO PROTECT ALL IRRIGATION LINES IN THE SPORTS FIELDS. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED IRRIGATION LINES. AREA. INSTALL CONSTRUCTION SNOW FENCE. LIMIT OF CONTRACT (TO BE CONFIRMED) NOTE: COORDINATION REQUIRED IN THIS AREA TO ACCOMMO THE CITY'S PROPOSED ARTHUR TRUNK DIVERSION NOTE: YORK ROAD PARK BASEBALL DIAMOND IS IN USE FROM MAY TO SEPTEMBER 3. CONTRACTOR TO ENSURE THAT BASEBALL DIAMOND REMAINS FULLY OPERATIONAL DURING THAT PERIOD OF TIME. (INV OBSCURRED) GORDON STREET RAMP FROM EAST END OF COVERED BRIDGE TO BE CLOSED DURING CONSTRUCTION. ACCESS TO BRIDGE TO BE FROM THE STAIRS ONLY DURING CONSTRUCTION MH 3Ø PC OPSD 7.4 RIM ELEV 3.64 E INV 35. SW INV 35. DRAIN CHAMBER #4 PER DETAIL ON DWG D5 RIM ELEV 3.65 W INV 3.7 E INV 3.7 ALONG LINE VALVE CHAMBER #3 PER DETAIL ON DWG D7 RIM ELEV 3.5 W INV E INV AUG/3 6% SUBMISSION MAY/3 3% SUBMISSION EX. 5Ø WM 38 EX. 5Ø WM MH 3Ø PC OPSD 7.4 RIM ELEV 3.56 W INV YORK TRUNK SCHEMATIC EXIT BORE (: SLOPE) 3 WATERMAIN TO BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING (HDD) SANITARY TO BE INSTALLED BY MICROTUNNELING CENTRELINE HOR: :5 VER: : DRAWN: m-Ø CONC % 63.m-Ø CONC % -.% 35.8 AUGUST 3 P

APPENDIX F: DETAIL DRAWINGS

APPENDIX F: DETAIL DRAWINGS DRAWING DIVISION 100 GENERAL NOTES 200 ROAD WAYS 300 TRAFFIC CONTROL 400 FENCES 500 SEDIMENT CONTROL 600 SANITARY AND STORM SEWERS 700 WATERMAIN 800 PARKS AND LANDSCAPING 900