RFP Max Lockwood Roadway Improvements.pdf
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- Attached to
- ENG-124E Max Lockwood Dr. Roadway Improvements
- Solicitation number
- PE-61650-NONST-2025-000000037
- Issued by
- Butts County, Georgia
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SHEET NUMBER:
REVISIONS:
SHEET NAME:
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INITIAL DATE: 3/11/2024
DRAWN BY: CS
CHECKED BY: TRL
PROJECT #: 2022-233
1. REV 04-24-2024
2. REV 7-1-2024
3. REV 10-29-2024
4. VE 12-11-2024
5.
6.
7.
8.
9.
CITY OF STATESBORO
ENG-124E
MAX LOCKWOOD ROAD
IMPROVEMENTS
OWNER
CITY OF STATESBORO
50 EAST MAIN STREET
STATESBORO, GA 30458
(912) 764-0655
24-HOUR CONTACT
DAVID G. MOYER
(912) 764-0655
DAVID.MOYER@STATESBOROGA.GOV
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AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF T. R. LONG ENGINEERING, P.C. AND MAY NOT BE REPRODUCED , EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF T. R. LONG ENGINEERING, P.C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO T. R. LONG ENGINEERING, P.C. FOR IMMEDIATE RESOLUTION.
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AutoCAD SHX Text LOCATION: N32° 26' 16.58", W81° 47' 01.56" (N32.437940°, W81.783767°)DISTURBED ACREAGE:2.36 AC. 2.36 AC. AC. TOTAL SITE ACREAGE:2.36 AC.2.36 AC. AC.
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VICINITY MAP N.T.S.
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WOODLAND DR
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SHADY TRAIL
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THE OVAL ST
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BUTLER ST
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MAPPLE ST
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BULLOCH ST
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INSTITUTE ST
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MIKELL ST
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COLLAGE LN
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W INMAN ST
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W CHERRY ST
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W VINE ST
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INMAN LN
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MARTIN LUTHER KING JR DR
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W MAIN ST
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S WALNUT ST
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ANDERSON CT
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CENTRAL ST
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SOUTHERN DR
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SOUTHERN DR
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FOREST DR
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PARRISH DR
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SAVANNAH AVE
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S MULBERRY ST
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BROAD ST
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S ZETTEROWER AVE
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DONALDSON ST
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BRANNEN ST
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MAX LOCKWOOD DR
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STILLWELL ST
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COLLAGE BLVD
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PARK AVE
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OUTLAND ST
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DONEHOO ST
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GRANNADE ST
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CLAIRBORNE AVE
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GENTILLY RD
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PRINCE WAY
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SIMMONS RD
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JET DR
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DREAM DR
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GENTILYY RD
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E GRANADE ST
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E INMAN ST
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E GRADY ST
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GRANADE ST
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NORTHSIDE DR E
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LINDBERG ST
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LEE ST
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PRESTON DR
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SAVANNAH AVE
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GORDON ST
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CRESCENT AVE
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N CRES CIR
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THOMAS ST
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LAFAYETTE ST
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CONE CRESCENT
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CARMEL DR
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KINGS WOOD AVE
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FLEMING DR
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WILBURN RD
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HART ST
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LYDIA LN
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LOVETT RD
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COLLAGE PLAZA
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WENDWOOD DR
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MADERIA CT
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BEL- LANE AVE
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PITT MOORE RD
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MARVIN AVE
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CATHERINE AVE
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HERTY DR
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TERRELL DR
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PITTMAN DR
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LAKE DR
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FAIR RD
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GREENWOOD AVE
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SHEET NAME:
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INITIAL DATE: 3/11/2024
DRAWN BY: CS
CHECKED BY: TRL
PROJECT #: 2022-233
1. REV 04-24-2024
2. REV 7-1-2024
3. REV 10-29-2024
4. VE 12-11-2024
5.
6.
7.
8.
9.
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ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL CODES, REGULATIONS, AND/OR LOCAL CODES, REGULATIONS, AND/OR LOCAL REGULATIONS, AND/OR LOCAL REGULATIONS, AND/OR LOCAL AND/OR LOCAL AND/OR LOCAL LOCAL LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S IMPOSED BY LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S IMPOSED BY LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S BY LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S BY LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S LOCAL UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S UTILITY, CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S CITY, COUNTY, AND STATE. IT IS THE CONTRACTOR'S COUNTY, AND STATE. IT IS THE CONTRACTOR'S COUNTY, AND STATE. IT IS THE CONTRACTOR'S AND STATE. IT IS THE CONTRACTOR'S AND STATE. IT IS THE CONTRACTOR'S STATE. IT IS THE CONTRACTOR'S STATE. IT IS THE CONTRACTOR'S IT IS THE CONTRACTOR'S IT IS THE CONTRACTOR'S IS THE CONTRACTOR'S IS THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S RESPONSIBILITY THAT ALL THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF THAT ALL THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF THAT ALL THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF ALL THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF ALL THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF THE CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF CONSTRUCTION BE IN ACCORDANCE WITH THE CITY OF BE IN ACCORDANCE WITH THE CITY OF BE IN ACCORDANCE WITH THE CITY OF IN ACCORDANCE WITH THE CITY OF IN ACCORDANCE WITH THE CITY OF ACCORDANCE WITH THE CITY OF ACCORDANCE WITH THE CITY OF WITH THE CITY OF WITH THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF STATESBORO AND GDOT STANDARD DETAILS AND SPECIFICATIONS. 2. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT COMPLY WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT WITH ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT ALL PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT PERTINENT PROVISIONS OF THE “MANUAL OF ACCIDENT PROVISIONS OF THE “MANUAL OF ACCIDENT PROVISIONS OF THE “MANUAL OF ACCIDENT OF THE “MANUAL OF ACCIDENT OF THE “MANUAL OF ACCIDENT THE “MANUAL OF ACCIDENT THE “MANUAL OF ACCIDENT “MANUAL OF ACCIDENT MANUAL OF ACCIDENT OF ACCIDENT OF ACCIDENT ACCIDENT ACCIDENT PREVENTION IN CONSTRUCTION” ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND IN CONSTRUCTION” ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND IN CONSTRUCTION” ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND CONSTRUCTION” ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND CONSTRUCTION” ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND ISSUED BY AGC OF AMERICAN INC., AND THE SAFETY AND BY AGC OF AMERICAN INC., AND THE SAFETY AND BY AGC OF AMERICAN INC., AND THE SAFETY AND AGC OF AMERICAN INC., AND THE SAFETY AND AGC OF AMERICAN INC., AND THE SAFETY AND OF AMERICAN INC., AND THE SAFETY AND OF AMERICAN INC., AND THE SAFETY AND AMERICAN INC., AND THE SAFETY AND AMERICAN INC., AND THE SAFETY AND INC., AND THE SAFETY AND INC., AND THE SAFETY AND AND THE SAFETY AND AND THE SAFETY AND THE SAFETY AND THE SAFETY AND SAFETY AND SAFETY AND AND AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR. 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER SHALL PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER SHALL PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER SUFFICIENT LIGHTS, SIGNS AND OTHER SUFFICIENT LIGHTS, SIGNS AND OTHER LIGHTS, SIGNS AND OTHER LIGHTS, SIGNS AND OTHER SIGNS AND OTHER SIGNS AND OTHER AND OTHER AND OTHER OTHER OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE NECESSARY FOR THE PROTECTION AND SAFETY OF THE NECESSARY FOR THE PROTECTION AND SAFETY OF THE FOR THE PROTECTION AND SAFETY OF THE FOR THE PROTECTION AND SAFETY OF THE THE PROTECTION AND SAFETY OF THE THE PROTECTION AND SAFETY OF THE PROTECTION AND SAFETY OF THE PROTECTION AND SAFETY OF THE AND SAFETY OF THE AND SAFETY OF THE SAFETY OF THE SAFETY OF THE OF THE OF THE THE THE PUBLIC AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT MAINTAINED THROUGHOUT ALL CONSTRUCTION ADJACENT THROUGHOUT ALL CONSTRUCTION ADJACENT THROUGHOUT ALL CONSTRUCTION ADJACENT ALL CONSTRUCTION ADJACENT ALL CONSTRUCTION ADJACENT CONSTRUCTION ADJACENT CONSTRUCTION ADJACENT ADJACENT ADJACENT TO AND WITHIN ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY AND WITHIN ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY AND WITHIN ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY WITHIN ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY WITHIN ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY ALL ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY ROADWAYS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY SUBMIT TRAFFIC CONTROL PLAN TO CITY SUBMIT TRAFFIC CONTROL PLAN TO CITY TRAFFIC CONTROL PLAN TO CITY TRAFFIC CONTROL PLAN TO CITY CONTROL PLAN TO CITY CONTROL PLAN TO CITY PLAN TO CITY PLAN TO CITY TO CITY TO CITY CITY CITY FOR APPROVAL. 4. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM SHALL TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM TAKE NECESSARY MEASURES TO SEPARATE WORK AREAS FROM NECESSARY MEASURES TO SEPARATE WORK AREAS FROM NECESSARY MEASURES TO SEPARATE WORK AREAS FROM MEASURES TO SEPARATE WORK AREAS FROM MEASURES TO SEPARATE WORK AREAS FROM TO SEPARATE WORK AREAS FROM TO SEPARATE WORK AREAS FROM SEPARATE WORK AREAS FROM SEPARATE WORK AREAS FROM WORK AREAS FROM WORK AREAS FROM AREAS FROM AREAS FROM FROM FROM PEDESTRIAN TRAFFIC AND TO INSURE SAFE PEDESTRIAN PASSAGE AT ALL TIMES. 5. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO TRAFFIC CONTROL DEVICES SHALL CONFORM TO TRAFFIC CONTROL DEVICES SHALL CONFORM TO CONTROL DEVICES SHALL CONFORM TO CONTROL DEVICES SHALL CONFORM TO DEVICES SHALL CONFORM TO DEVICES SHALL CONFORM TO SHALL CONFORM TO SHALL CONFORM TO CONFORM TO CONFORM TO TO TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET OF UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET OF UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET UNIFORM TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET TRAFFIC CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET CONTROL DEVICES. A MINIMUM CLEARANCE OF TWO FEET DEVICES. A MINIMUM CLEARANCE OF TWO FEET DEVICES. A MINIMUM CLEARANCE OF TWO FEET A MINIMUM CLEARANCE OF TWO FEET A MINIMUM CLEARANCE OF TWO FEET MINIMUM CLEARANCE OF TWO FEET MINIMUM CLEARANCE OF TWO FEET CLEARANCE OF TWO FEET CLEARANCE OF TWO FEET OF TWO FEET OF TWO FEET TWO FEET TWO FEET FEET FEET SHALL BE MAINTAINED BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR BE MAINTAINED BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR BE MAINTAINED BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR MAINTAINED BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR MAINTAINED BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR BETWEEN THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR THE FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR FACE OF CURB AND ANY PART OF A TRAFFIC SIGN OR OF CURB AND ANY PART OF A TRAFFIC SIGN OR OF CURB AND ANY PART OF A TRAFFIC SIGN OR CURB AND ANY PART OF A TRAFFIC SIGN OR CURB AND ANY PART OF A TRAFFIC SIGN OR AND ANY PART OF A TRAFFIC SIGN OR AND ANY PART OF A TRAFFIC SIGN OR ANY PART OF A TRAFFIC SIGN OR ANY PART OF A TRAFFIC SIGN OR PART OF A TRAFFIC SIGN OR PART OF A TRAFFIC SIGN OR OF A TRAFFIC SIGN OR OF A TRAFFIC SIGN OR A TRAFFIC SIGN OR A TRAFFIC SIGN OR TRAFFIC SIGN OR TRAFFIC SIGN OR SIGN OR SIGN OR OR OR LIGHT POLE. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, POLE. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, POLE. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, OF ALL SIGNS, PAVEMENT MARKINGS, OF ALL SIGNS, PAVEMENT MARKINGS, ALL SIGNS, PAVEMENT MARKINGS, ALL SIGNS, PAVEMENT MARKINGS, SIGNS, PAVEMENT MARKINGS, SIGNS, PAVEMENT MARKINGS, PAVEMENT MARKINGS, PAVEMENT MARKINGS, MARKINGS, MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON SIGNS OR LIGHT POLES. 6. CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES TRANSITIONS AT TIE-INS TO EXISTING EDGES TRANSITIONS AT TIE-INS TO EXISTING EDGES AT TIE-INS TO EXISTING EDGES AT TIE-INS TO EXISTING EDGES TIE-INS TO EXISTING EDGES TIE-INS TO EXISTING EDGES TO EXISTING EDGES TO EXISTING EDGES EXISTING EDGES EXISTING EDGES EDGES EDGES OF PAVEMENT AND AT COLD JOINTS OF RECENTLY PAVED ASPHALT. 7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING AND CLEAN WITHOUT SHOWING EDGES OF JOINTING AND CLEAN WITHOUT SHOWING EDGES OF JOINTING CLEAN WITHOUT SHOWING EDGES OF JOINTING CLEAN WITHOUT SHOWING EDGES OF JOINTING WITHOUT SHOWING EDGES OF JOINTING WITHOUT SHOWING EDGES OF JOINTING SHOWING EDGES OF JOINTING SHOWING EDGES OF JOINTING EDGES OF JOINTING EDGES OF JOINTING OF JOINTING OF JOINTING JOINTING JOINTING TOOL. 8. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH CURBS AS NECESSARY TO ENSURE SMOOTH CURBS AS NECESSARY TO ENSURE SMOOTH AS NECESSARY TO ENSURE SMOOTH AS NECESSARY TO ENSURE SMOOTH NECESSARY TO ENSURE SMOOTH NECESSARY TO ENSURE SMOOTH TO ENSURE SMOOTH TO ENSURE SMOOTH ENSURE SMOOTH ENSURE SMOOTH SMOOTH SMOOTH TRANSITIONS, CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS AND TRANSITION TO MEET EXISTING PAVEMENT AS AND TRANSITION TO MEET EXISTING PAVEMENT AS TRANSITION TO MEET EXISTING PAVEMENT AS TRANSITION TO MEET EXISTING PAVEMENT AS TO MEET EXISTING PAVEMENT AS TO MEET EXISTING PAVEMENT AS MEET EXISTING PAVEMENT AS MEET EXISTING PAVEMENT AS EXISTING PAVEMENT AS EXISTING PAVEMENT AS PAVEMENT AS PAVEMENT AS AS AS NECESSARY AND AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL AND AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL AND AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL POSITIVE DRAINAGE. (TYPICAL AT ALL POSITIVE DRAINAGE. (TYPICAL AT ALL DRAINAGE. (TYPICAL AT ALL DRAINAGE. (TYPICAL AT ALL (TYPICAL AT ALL (TYPICAL AT ALL AT ALL AT ALL ALL ALL INTERSECTIONS) 9. PAVING CONTRACTOR SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT PAVING CONTRACTOR SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT CONTRACTOR SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT CONTRACTOR SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT BREAKAWAY EDGES AT COLD JOINTS OR SAW-CUT EDGES AT COLD JOINTS OR SAW-CUT EDGES AT COLD JOINTS OR SAW-CUT AT COLD JOINTS OR SAW-CUT AT COLD JOINTS OR SAW-CUT COLD JOINTS OR SAW-CUT COLD JOINTS OR SAW-CUT JOINTS OR SAW-CUT JOINTS OR SAW-CUT OR SAW-CUT OR SAW-CUT SAW-CUT SAW-CUT AS REQUIRED TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO REQUIRED TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO REQUIRED TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO INSURE A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO A STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO STRAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO JOINT FACE IMMEDIATELY PRIOR TO JOINT FACE IMMEDIATELY PRIOR TO FACE IMMEDIATELY PRIOR TO FACE IMMEDIATELY PRIOR TO IMMEDIATELY PRIOR TO IMMEDIATELY PRIOR TO PRIOR TO PRIOR TO TO TO INSTALLING ABUTTING HOT ASPHALT. 10. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS INDICATED OTHERWISE. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS INDICATED OTHERWISE. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY SHALL BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY SHALL BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY BE RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY RESPONSIBLE FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY FOR COST OF PAVEMENT REPLACEMENT WHERE UTILITY COST OF PAVEMENT REPLACEMENT WHERE UTILITY COST OF PAVEMENT REPLACEMENT WHERE UTILITY OF PAVEMENT REPLACEMENT WHERE UTILITY OF PAVEMENT REPLACEMENT WHERE UTILITY PAVEMENT REPLACEMENT WHERE UTILITY PAVEMENT REPLACEMENT WHERE UTILITY REPLACEMENT WHERE UTILITY REPLACEMENT WHERE UTILITY WHERE UTILITY WHERE UTILITY UTILITY UTILITY LINES ARE EXTENDED ACROSS EXISTING ASPHALT. 12. ASPHALT SURFACE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE ASPHALT SURFACE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE SURFACE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE SURFACE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE THE DIRECTION OF TRAFFIC IN ALL DRIVE THE DIRECTION OF TRAFFIC IN ALL DRIVE DIRECTION OF TRAFFIC IN ALL DRIVE DIRECTION OF TRAFFIC IN ALL DRIVE OF TRAFFIC IN ALL DRIVE OF TRAFFIC IN ALL DRIVE TRAFFIC IN ALL DRIVE TRAFFIC IN ALL DRIVE IN ALL DRIVE IN ALL DRIVE ALL DRIVE ALL DRIVE DRIVE DRIVE LANES WITHIN PARKING FIELDS. 13. BASE AND ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE BASE AND ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE AND ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE AND ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE ASPHALT THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE THICKNESS ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE ARE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE MINIMUM REQUIRED. REFER TO SPECIFICATIONS FOR TYPE REQUIRED. REFER TO SPECIFICATIONS FOR TYPE REQUIRED. REFER TO SPECIFICATIONS FOR TYPE REFER TO SPECIFICATIONS FOR TYPE REFER TO SPECIFICATIONS FOR TYPE TO SPECIFICATIONS FOR TYPE TO SPECIFICATIONS FOR TYPE SPECIFICATIONS FOR TYPE SPECIFICATIONS FOR TYPE FOR TYPE FOR TYPE TYPE TYPE OF PAVING AND BASE TO BE USED. 14. ALL CONCRETE SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY ALL CONCRETE SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY CONCRETE SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY CONCRETE SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY SHALL BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY BE CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY CLASS A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY A 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY 4000 P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY P.S.I. UNLESS NOTED OTHERWISE. DO NOT POUR ANY UNLESS NOTED OTHERWISE. DO NOT POUR ANY UNLESS NOTED OTHERWISE. DO NOT POUR ANY NOTED OTHERWISE. DO NOT POUR ANY NOTED OTHERWISE. DO NOT POUR ANY OTHERWISE. DO NOT POUR ANY OTHERWISE. DO NOT POUR ANY DO NOT POUR ANY DO NOT POUR ANY NOT POUR ANY NOT POUR ANY POUR ANY POUR ANY ANY ANY CONCRETE BEFORE FORMS ARE INSPECTED AND APPROVED BY THE INSPECTOR. 15. ALL RAMPS CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT ALL RAMPS CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT RAMPS CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT RAMPS CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT CONSTRUCTED ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT ARE NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT TO EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT EXCEED A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT A SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT SLOPE OF 1:12. ALL SIDEWALKS SHALL NOT OF 1:12. ALL SIDEWALKS SHALL NOT OF 1:12. ALL SIDEWALKS SHALL NOT 1:12. ALL SIDEWALKS SHALL NOT 1:12. ALL SIDEWALKS SHALL NOT ALL SIDEWALKS SHALL NOT ALL SIDEWALKS SHALL NOT SIDEWALKS SHALL NOT SIDEWALKS SHALL NOT SHALL NOT SHALL NOT NOT NOT HAVE A CROSS-SLOPE GREATER THAN 1:50 16. CONCRETE DUMPSTER PADS TO BE FLUSH WITH PAVEMENT UNLESS INDICATED OTHERWISE. CONCRETE DUMPSTER PADS TO BE FLUSH WITH PAVEMENT UNLESS INDICATED OTHERWISE.
AutoCAD SHX Text SITE GRADING NOTES 1. RCP STORM DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC RCP STORM DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC STORM DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC STORM DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC DRAIN PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC PIPE IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC IS CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC CLASS III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC III REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC REINFORCED CONCRETE CONFORMING TO ASTM C-76. PVC CONCRETE CONFORMING TO ASTM C-76. PVC CONCRETE CONFORMING TO ASTM C-76. PVC CONFORMING TO ASTM C-76. PVC CONFORMING TO ASTM C-76. PVC TO ASTM C-76. PVC TO ASTM C-76. PVC ASTM C-76. PVC ASTM C-76. PVC C-76. PVC C-76. PVC PVC PVC PVC STORM DRAIN PIPE IS SDR35. HDPE STORM DRAIN PIPE IS ADS N-12 1B WT. 2. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO PURPOSES ONLY AND ARE NOT TO BE USED TO PURPOSES ONLY AND ARE NOT TO BE USED TO ONLY AND ARE NOT TO BE USED TO ONLY AND ARE NOT TO BE USED TO AND ARE NOT TO BE USED TO AND ARE NOT TO BE USED TO ARE NOT TO BE USED TO ARE NOT TO BE USED TO NOT TO BE USED TO NOT TO BE USED TO TO BE USED TO TO BE USED TO BE USED TO BE USED TO USED TO USED TO TO TO LAY-OUT FOOTINGS. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION INFORMATION. 3. GRADING CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS GRADING CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS WITH ALL UTILITY COMPANIES OR FIRMS WITH ALL UTILITY COMPANIES OR FIRMS ALL UTILITY COMPANIES OR FIRMS ALL UTILITY COMPANIES OR FIRMS UTILITY COMPANIES OR FIRMS UTILITY COMPANIES OR FIRMS COMPANIES OR FIRMS COMPANIES OR FIRMS OR FIRMS OR FIRMS FIRMS FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, THE SITE BEFORE DISTURBING, ALTERING, REMOVING, THE SITE BEFORE DISTURBING, ALTERING, REMOVING, SITE BEFORE DISTURBING, ALTERING, REMOVING, SITE BEFORE DISTURBING, ALTERING, REMOVING, BEFORE DISTURBING, ALTERING, REMOVING, BEFORE DISTURBING, ALTERING, REMOVING, DISTURBING, ALTERING, REMOVING, DISTURBING, ALTERING, REMOVING, ALTERING, REMOVING, ALTERING, REMOVING, REMOVING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL SAID FACILITIES. CONTRACTOR SHALL PAY ALL SAID FACILITIES. CONTRACTOR SHALL PAY ALL FACILITIES. CONTRACTOR SHALL PAY ALL FACILITIES. CONTRACTOR SHALL PAY ALL CONTRACTOR SHALL PAY ALL CONTRACTOR SHALL PAY ALL SHALL PAY ALL SHALL PAY ALL PAY ALL PAY ALL ALL ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. THE ALTERATION OF OR RELOCATION OF THE FACILITIES. THE ALTERATION OF OR RELOCATION OF THE FACILITIES. ALTERATION OF OR RELOCATION OF THE FACILITIES. ALTERATION OF OR RELOCATION OF THE FACILITIES. OF OR RELOCATION OF THE FACILITIES. OF OR RELOCATION OF THE FACILITIES. OR RELOCATION OF THE FACILITIES. OR RELOCATION OF THE FACILITIES. RELOCATION OF THE FACILITIES. RELOCATION OF THE FACILITIES. OF THE FACILITIES. OF THE FACILITIES. THE FACILITIES. THE FACILITIES. FACILITIES. FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED RAISE OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED RAISE OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED OR LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED LOWER TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED TOPS OF EXISTING MANHOLES TO REMAIN AS REQUIRED OF EXISTING MANHOLES TO REMAIN AS REQUIRED OF EXISTING MANHOLES TO REMAIN AS REQUIRED EXISTING MANHOLES TO REMAIN AS REQUIRED EXISTING MANHOLES TO REMAIN AS REQUIRED MANHOLES TO REMAIN AS REQUIRED MANHOLES TO REMAIN AS REQUIRED TO REMAIN AS REQUIRED TO REMAIN AS REQUIRED REMAIN AS REQUIRED REMAIN AS REQUIRED AS REQUIRED AS REQUIRED REQUIRED REQUIRED TO MATCH FINISHED GRADES. 4.
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