RAINBOW POND AND DOWNSTREAM GENERAL NOTES & ABBREVIATIONS CHANNEL SHEET 2 OF 28
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2 Commercial Dr. S.E. GENERAL NOTES & ABBREVIATIONS CURB AND GUTTER SUBGRADE 9 MATERIALS STRUCTURAL FILL IN THE BUILDING AREA SUB BASE FOR SLAB SUPPORT MISCELLANEOUS BACKFILL BELOW STRUCTURAL FILL OR ROAD MISCELLANEOUS BACKFILL BELOW UNPAVED, NON-BUILDING AREAS ROAD SUB GRADE SIDEWALK / TRAIL SUB GRADE PERCENT (%) COMPACTION 9 9 MARK DESCRIPTION DATE DDG //08 SHEET OF 8
3 Point Table Point # Elevation Northing Easting Description RBR YPC HV- RPC SET HV- RPC SET HV- RPC SET 0 Commercial Dr. S.E HV- RPC SET HV- RPC SET HV-6 RPC SET DDG /9/08 SHEET OF 8
4 0 Commercial Dr. S.E DDG /9/08 SHEET OF 8
5 SHEET OF 8
6 TH STREET TH STREET INTI AVENUE Commercial Dr. S.E. /9/08 IDALIA ROAD ARKANSAS INCA ROAD RD STREET COORDINATE CONTROL PLANS ROADS, POND & TRAIL 6 SHEET 6 OF 8
7 Commercial Dr. S.E. COORDINATE CONTROL PLANS CONCRETE BOX CULVERT & ALIGNMENT 7 /9/08 SHEET 7 OF 8 VANCOUVER ROAD ARKANSAS STREET TULIP ROAD INCA ROAD 0' UTILITY EASEMENT (SOUTHERN UNION) IDALIA ROAD
8 TH STREET TH STREET INTI AVENUE 0 Commercial Dr. S.E. POND BOTTOM ELEV=670.7 RD STREET B-B ugtl 0 ugtl NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. ' WIDE PIPE GATE, SEE DETAILS SHEET 0. RAINBOW POND GRADING PLAN INCA ROAD ugtl ugtl ugtl ugtl ugtl ugtl ugtl A-A 0 DO NOT DISTURB NATIVE VEGETATION ugtl ugtl ugtl DO NOT DISTURB NATIVE VEGETATION ugtl ugtl GAS GAS S GAS. " STORM DRAIN, MEDIAN DROP INLET, AND SLOPE BLANKET, SEE SHEET.. INSTALL 6" THICK, ' VERTICAL CUTOFF WALL SAME REINFORCEMENT AS RUNDOWN.. TRANSITION POND EMERGENCY SPILLWAY SIDE SLOPE FROM SECTION B-B TO INCA ROAD GRADE AS SHOWN. 6. POND TRAIL, 6" AGGREGATE BASE COURSE SURFACE, SEE TYP. DETAIL SHEET. 7. ALL INTERIOR POND SIDE SLOPES SHALL BE GRAVEL MULCHED PER APWA SPEC. 0. DDG //08 8 SHEET 8 OF 8
9 ugtl DO NOT DISTURB NATIVE VEGETATION rd ST. ugtl ugtl ugtl 7 ugtl ugtl ugtl ugtl MATCH LINE STATION SEE SHEET 0 NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. -CELL 'X' CBC, SEE SHEET 7.. STA INSTALL 7 LF VALLEY GUTTER PER CORR STD. DWG. VG-0.. STA. +., 9.' RT. TO STA. +0.,.6' RT., INSTALL SINGLE FACE W-BEAM GUARDRAIL NMDOT ITEM WITH W-BEAM END ANCHOR NMDOT ITEM INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. INSTALL ' WIDE PIPE GATE, SEE DETAILS SHEET POND EMERGENCY SPILLWAY, SEE DETAILS SHEET STA , ' RT. INSTALL BARRICADE PER CORR STD. DWG. TCSS-0 W-7. 0 Commercial Dr. S.E. INCA ROAD DO NOT DISTURB NATIVE VEGETATION 8. TRANSITION FROM EXISTING ROADWAY WIDTH OF 8'± AT STA. 0+0, TO PROPOSED 0' ROADWAY WIDTH AT STA TYPICAL SECTION A-A INCA ROAD STA. 0+0 TO +0 STA. +60 TO 9+00 INCA ROAD PLAN & PROFILE STA 0+00 TO 7+00 /0/08 9 SHEET 9 OF 8
10 MATCH LINE STATION SEE SHEET 9 ugtl ugtl DO NOT DISTURB NATIVE VEGETATION ugtl ugtl ugtl ugtl ugtl INCA ROAD MATCH LINE STATION SEE SHEET NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. POND EMERGENCY SPILLWAY, SEE DETAILS SHEET 0.. POND RUNDOWN, SEE DETAILS SHEET.. POND TRAIL, 6" AGGREGATE BASE COURSE SURFACE, SEE TYP. DETAIL SHEET. TYPICAL SECTION A-A INCA ROAD STA TO Commercial Dr. S.E. INCA ROAD PLAN & PROFILE STA 7+00 TO +00 /0/08 0 SHEET 0 OF 8
11 6 INTI AVE MATCH LINE STATION SEE SHEET 0 DO NOT DISTURB NATIVE VEGETATION KEYED NOTES: NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN.. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. ' WIDE PIPE GATE, SEE DETAILS SHEET 0.. POND RUNDOWN, SEE DETAILS SHEET.. TRANSITION FROM 0' PROPOSED ROADWAY STA. 0+0 TO 9'± EXISTING ROADWAY WIDTH AT STA. +0±.. BARRICADE, SEE SHEET, KEYED NOTES 8 & "UNMAINTAINED ROAD AHEAD" SIGN, SEE SHEET, KEYED NOTE 7. 0 Commercial Dr. S.E. INCA ROAD INCA ROAD PLAN & PROFILE STA +00 TO +00 /0/08 SHEET OF 8
12 MATCH LINE STATION SEE SHEET ugtlugtl ugtl ugtl ugtl u INCA ROAD A NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0. 0 Commercial Dr. S.E. A. VALLEY GUTTER, SEE SHEET 9.. -CELL 'X' CBC, SEE SHEET 7.. BARRICADE, SEE SHEET 9. rd STREET TYPICAL SECTION A-A rd STREET STA TO 7+0 STA TO 9+00 RD STREET PLAN & PROFILE STA 0+00 TO 7+00 //08 SHEET OF 8
13 MATCH LINE STATION SEE SHEET INTI AVENUE NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. TRANSITION FROM PROPOSED 0' ROADWAY WIDTH AT STA. 9+7 TO EXISTING ROADWAY 9'± WIDTH AT STA INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. HEADER CURB, SEE SHEET. 0 Commercial Dr. S.E. rd STREET RD STREET PLAN & PROFILE STA 7+00 TO +00 //08 SHEET OF 8
14 rd ST A A th ST 8 MATCH LINE STATION SEE SHEET NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. MEDIAN DROP INLET, TYPE, URBAN USE GRATE, PER NMDOT STD. DWG. 6-0-/.. INSTALL CONCRETE BLANKET MITERED TO SLOPE PER NMDOT STD. DWG. -A-&/.. INSTALL 8 LF " RCP.. INSTALL 6 LF " RCP.. INSTALL 8" HEADER CURB, SEE DETAIL SHEET. 0 Commercial Dr. S.E. 6. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET STA ' RT. INSTALL " UNMAINTAINED ROAD AHEAD" SIGN, SEE DETAIL SHEET 0. INTI AVENUE TYPICAL SECTION A-A INTI AVENUE STA. 0+6 TO STA TO STA ' RT. INSTALL BARRICADE PER CORR STD. DWG. TCSS-0 W INSTALL 8" HEADER CURB TRANSITION WITH 6' OPENING CENTERED ON STA. +6. ' RT, SEE DETAIL SHEET. INTI AVENUE PLAN & PROFILE STA 0+00 TO 7+00 //08 SHEET OF 8
15 MATCH LINE STATION SEE SHEET 6 7 th ST 9 8 INCA ROAD DO NOT DISTURB NATIVE VEGETATION NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. INSTALL ' WIDE PIPE GATE, SEE DETAIL SHEET 0.. INSTALL 8" HEADER CURB, SEE DETAIL SHEET.. INSTALL 8" HEADER CURB TRANSITION WITH ' OPENING CENTERED ON STA ' RT., SEE DETAIL SHEET.. POND RUNDOWN THICKENED EDGE, SEE DETAILS SHEET. 6. POND RUNDOWN, SEE DETAILS SHEET. 7. STA ' LT. INSTALL " UNMAINTAINED ROAD AHEAD" SIGN, SEE DETAIL SHEET 0. 0 Commercial Dr. S.E. 0 INTI AVENUE 8. STA ' RT. INSTALL BARRICADE PER CORR STD. DWG. TCSS-0 W-6R. 9. BARRICADE, SEE SHEET INSTALL 6" THICK, ' VERTICAL CUTOFF WALL SAME REINFORCEMENT AS RUNDOWN.. END HEADER CURB AT STA. +.7,.6' RT., TBC ELEV TRANSITION TO POND RUNDOWN.. POND TRAIL, 6" AGGREGATE BASE COURSE SURFACE, SEE TYP. DETAIL SHEET. INTI AVENUE PLAN & PROFILE STA 7+00 TO +9.7 //08 SHEET OF 8
16 NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN A A 6 0 Commercial Dr. S.E. A A DO NOT DISTURB NATIVE VEGETATION KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. BARRICADE, SEE SHEET.. MEDIAN DROP INLET, SEE SHEET.. 8" HEADER CURB, SEE SHEET. th STREET. TRANSITION FROM 0' PROPOSED ROADWAY WIDTH AT STA. +00 TO EXISTING ROADWAY OF 8.'± AT STA. +0. TYPICAL SECTION A-A th STREET STA. 0+ TO +00 KEYED NOTES:. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. 8" HEADER CURB, SEE SHEET.. "UNMAINTAINED ROAD AHEAD" SIGN, SEE SHEET.. BARRICADE, SEE SHEET.. STA ' RT. INSTALL BARRICADE PER CORR STD. DWG. TCSS-0 W-6L. 6. TRANSITION FROM 0' PROPOSED ROADWAY WIDTH AT STA. +00 TO EXISTING ROADWAY WIDTH OF 0'± AT STA th STREET TYPICAL SECTION A-A th STREET STA. 0+ TO +00 TH & TH STREET PLAN & PROFILE STA 0+00 TO +00 //08 6 SHEET 6 OF 8
17 MATCH LINE STATION SEE SHEET DO NOT DISTURB NATIVE VEGETATION 7 NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES: ugtlugtl ugtl ugtl ugtl ugtl ugtl ugtl ugtl INCA ROAD RD STREET 7 B-B A-A 8 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS B-B A-A IDALIA ROAD 0. BUILD HEADWALL PER NMDOT STD. DWG. -80-, &/, H=', ' BETWEEN TOEWALL & COMPACTED SOIL, HEADWALL REINFORCEMENT SHALL TIE TO CBC REINFORCEMENT.. MATCH HEADWALL ELEVATION TO VALLEY GUTTER INVERT ELEVATION, WHERE VALLEY GUTTER INTERSECTS HEADWALL ONLY.. OVERFLOW WEIR, SEE DETAIL SHEET.. BUILD DROP STRUCTURE, REINFORCEMENT TIED TO CBC AND HEADWALL, SEE DETAIL SHEET 0.. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET INSTALL ' WIDE PIPE GATE, SEE DETAILS SHEET MAINTENANCE ROAD, 6" AGGREGATE BASE COURSE SURFACE, SEE DETAIL SHEET. 0 Commercial Dr. S.E. DO NOT DISTURB NATIVE VEGETATION DOWNSTREAM 8. STA TO +9. INSTALL " CONCRETE SLOPE PAVEMENT SECTION, SEE DETAIL SHEET. 9. STA TO INSTALL -CELL 'X' CBC PER NMDOT STD. DWG. -6- & /,TIE REINFORCEMENT TO HEADWALL REINFORCEMENT. 0. STA TO INSTALL -CELL 'X' CBC PER NMDOT STD. DWG. -6-, & /, TIE REINFORCEMENT TO HEADWALL REINFORCEMENT.. SHOTCRETE ACCESS RAMP, SEE DETAIL SHEET.. INSTALL D 0 = 6" RIPRAP SIDE SLOPES, STA TO +7.6 AND STA. +9. TO +88.6, SEE DETAIL BELOW. D 0 = 6" RIPRAP MIN " THICK SAME BURY DEPTH AS SHOTCRETE SIDE SLOPES EXCAVATION PAY LINE ' 90% MAX DRY DENSITY PER ASTM D-7 FILTER FABRIC CLASS NON-WOVEN GEOTEXTILE ALIGNMENT PLAN & PROFILE STA 0+00 TO 7+00 //08 7 SHEET 7 OF 8
18 VANCOUVER ROAD TULIP ROAD MATCH LINE STATION SEE SHEET DO NOT DISTURB NATIVE VEGETATION 8 w w w w w w w w w sswr sswr sswr sswr sswr sswr sswr NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. KEYED NOTES:. BUILD HEADWALL PER NMDOT STD. DWG. -80-, &/, H=', ' BETWEEN TOEWALL & COMPACTED SOIL, HEADWALL REINFORCEMENT SHALL TIE TO CBC REINFORCEMENT.. STA TO 0+. INSTALL -CELL 'X' CBC PER NMDOT STD. DWG. -6-, & /, TIE REINFORCEMENT TO HEADWALL REINFORCEMENT.. SEE SHEET 9 FOR TULIP ROAD AND VANCOUVER ROAD REMOVALS AND IMPROVEMENTS. 0 Commercial Dr. S.E.. MAINTENANCE ROAD, 6" AGGREGATE BASE COURSE SURFACE, SEE DETAIL SHEET.. INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET INSTALL ' WIDE PIPE GATE, SEE DETAILS SHEET SHOTCRETE ACCESS RAMP, SEE DETAIL SHEET. ohe ohe ohe ohe ohe ohe ohe ohe uge uge DOWNSTREAM 8. STA. +. TO INSTALL -CELL 'X' CBC PER NMDOT STD. DWG. -6-, & /,TIE REINFORCEMENT TO HEADWALL REINFORCEMENT. 9. FOR BLOW-UP AND DIMENSIONS, SEE DETAILS SHEET. 0. STA BUILD 6" THICK, ' VERTICAL CUTOFF WALL USE SAME REINFORCEMENT AS TYPICAL SHOTCRETE SECTION. ALIGNMENT PLAN & PROFILE STA 7+00 TO +00 //08 8 SHEET 8 OF 8
19 NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN. NOTE: DUE TO THE EXTREMELY FLAT SLOPES THROUGHOUT THE PROJECT AREAS, ALL GRADING FOR, POND BOTTOM,AND CBC/CULVERTS SHALL BE 0.'± GRADES/INVERTS SHOWN ohe ohe ohe ohe ohe ohe ohe 6 uge uge 7 0 Commercial Dr. S.E. w w w w w w w w w 6 sswr sswr sswr sswr sswr sswr sswr 0 KEYED NOTES:. -CELL 'X' CBC, SEE SHEET 8. TULIP ROAD VANCOUVER ROAD. STA. +00 TO + 6' LT. REMOVE APPROXIMATELY LF GUARDRAIL AND INSTALL SINGLE FACE W-BEAM GUARDRAIL NMDOT ITEM WITH W-BEAM END ANCHOR NMDOT ITEM 6060 FROM STA. +00± TO STA.+7 AND FROM STA.+7 TO +06. TIE NEW GUARDRAIL TO EXISTING GUARDRAIL.. STA. 0+7 TO +06, 6' RT. INSTALL SINGLE FACE W-BEAM GUARDRAIL NMDOT ITEM WITH W-BEAM END ANCHOR NMDOT ITEM INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. INSTALL ' WIDE PIPE GATE, SEE DETAILS SHEET STA TO +.7 SAWCUT AND REMOVE APPROXIMATELY 0± SF ASPHALT AND REPLACE PER CORR STD. DWG. PS-0 RESIDENTIAL SECTION - OPTION. 7. MAINTENANCE ROAD, 6" AGGREGATE BASE COURSE SURFACE, SEE DETAIL SHEET. KEYED NOTES:. -CELL 'X' CBC, SEE SHEET 8.. STA. + TO +89 9' RT. REMOVE APPROXIMATELY 6 LF GUARDRAIL AND INSTALL SINGLE FACE W-BEAM GUARDRAIL NMDOT ITEM W/ W-BEAM END ANCHOR NMDOT ITEM 6060 FROM STA. + TO STA. +76 TO +96 9' LT. INSTALL SINGLE FACE W-BEAM GUARDRAIL NMDOT ITEM W/ W-BEAM END ANCHOR NMDOT ITEM INSTALL -STRAND BARBLESS WIRE FENCE, SEE DETAIL SHEET 0.. INSTALL ' WIDE PIPE GATE, SEE DETAILS SHEET STA TO +0.6 SAW CUT AND REMOVE APPROXIMATELY 0± SF ASPHALT AND REPLACE PER CORR STD. DWG. PS-0 RESIDENTIAL SECTION - OP.. 7. RELOCATE WATERLINE UNDER PROPOSED CBC, SEE DETAIL SHEET. 8. STA. +6 TO +86 ENCASE LF 8" SEWER LINE PER CORR STD. DWG. S-. 9. STA. +66 TO +0 ' LT. REMOVE AND REPLACE 8 LF CURB AND GUTTER PER CORR STD. DWG. CG FOR BLOW-UP AND DIMENSIONS, SEE DETAILS SHEET. TULIP & VANCOUVER ROAD PLAN & PROFILE STA //08 9 SHEET 9 OF 8
20 0 Commercial Dr. S.E. STRAND BARBLESS WIRE FENCE DROP STRUCTURE DETAIL PIPE GATE DETAIL DETAILS SOUTHERN SANDOVAL COUNTY ARROYO FLOOD CONTROL AUTHORITY YOUR BOND FUNDS AT WORK RAINBOW POND AND DOWNSTREAM PROJECT COST: $XXX,XXX START: XXXXXXXX 08 END: XXXXXXXX 08 PROJECT MANAGER: ANDRES SANCHEZ, P.E. ENGINEER: SSCAFCA CONTRACTOR: XXX CONTRACTING,INC. "FLOOD CONTROL TODAY FOR A SAFER TOMORROW" JAMES F. FAHEY, JR. JOHN CHANEY MARK CONKLING STEVEN M. HOUSE MICHAEL OBREY DDG //08 PROJECT SIGN DETAIL POND EMERGENCY SPILLWAY DETAIL 6 "UNMAINTAINED ROAD" SIGN DETAIL 0 SHEET 0 OF 8
21 OVERFLOW WEIR DETAIL POND RUNDOWN TYPICAL SECTION DETAIL 0 Commercial Dr. S.E. POND TRAIL / MAINTENANCE ROAD, 6" AGGREGATE BASE COURSE DETAILS SHOTCRETE TYPICAL SECTION DETAIL DDG HEADER CURB DETAIL 6 HEADER CURB TRANSITION DETAIL 7 FULLY-LINED TYPICAL SECTION DETAIL //08 SHEET OF 8
22 unk unk unk unk unk unk unk unk unk unk unk w w w w w w w w w w w w w w sswr sswr sswr sswr sswr sswr sswr sswr sswr sswr sswr CBC HEADWALL DETAIL TYPICAL WATERLINE ADJUSTMENT DETAIL 0 Commercial Dr. S.E. DETAILS ' CUTOFF WALL DDG //08 DOWNSTREAM OUTFALL DETAIL SHEET OF 8
23 0 Commercial Dr. S.E. A DETAILS DDG //08 SHOTCRETE RAMP DETAIL " CONCRETE SLOPE PAVEMENT SECTION SHEET OF 8
24 0 Commercial Dr. S.E. INCA ROAD CROSS SECTIONS // SHEET OF 8
25 0 Commercial Dr. S.E. RD, TH & TH STREET CROSS SECTIONS // SHEET OF 8
26 0 Commercial Dr. S.E. INTI AVENUE CROSS SECTIONS // SHEET 6 OF 8
27 0 Commercial Dr. S.E. CROSS SECTIONS // SHEET 7 OF 8
28 IDALIA ROAD IDALIA ROAD IDALIA ROAD Commercial Dr. S.E. BID ALTERNATES A-A DROP STRUCTURE DETAIL 8 //08 SHEET 8 OF 8
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