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HomeMy WebLinkAbout1r 0 i i 0 20' 40' SCALE: 1' = 20' 'r Know what's below. Call before you cig. 1. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS. 3. SITE CONTRACTOR(S) MUST PROVIDE AT THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(S) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE CODES AND REGULATIONS. THIS MUST INCLUDE PROVISIONS FOR UNINTERRUPTED ACCESS ALL TIME, THROUGH TEMPORARY MEANS, TO EACH BUILDING DOORWAY. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE PAVEMENT IS DIRECTLY ADJACENT TO EXISTING PAVEMENT OR STRUCTURES. INCLUDING, BUT NOT LIMITED TO: WALKS, STOOPS, BUILDING WALLS, RETAINING WALLS, FOUNDATIONS, FOOTINGS, ACCESS DOORS, ETC. b. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE. CONTRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE IS MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT THE SITE BEFORE THE COMPLETION OF THE CONSTRUCTION SEQUENCE. DISPOSAL OF SUCH MATERIAL MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT SITE AND ADJACENT PROPERTY(S) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO OTHER PROPERTIES INCLUDING, BUT NOT LIMITED TO: RIGHTS-OF-WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS AND/OR SIDEWALKS. 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. q. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST % PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. II. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 12. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 4" Decorative Concrete Walk. See detail 3/L804 4 4/1-804. • 4" Concrete Walk. See detail 3/L804 4 4/1-804. Asphalt Trail. See detail I/L804. O Saw Cut Control Joint with 2' x 4' Pattern. BO Control Joint per plan. See detail 6/L804. OExpansion Joint. See detail 5/L804. O Retaining Wall. See detail 9/L804 4 10/L804. O Lap Joint. See detail 2/L804. ov AV SS %, 401, No �= LA20700037 STATE OF y C DATE: 07.25.2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) z PROJECT NO.: O � O DRAWN BY: ClE ZB MK < LAYOUT AND MATERIALS PLAN � > LuV m ac < 0__0_ �z —A z n� 1..r1L Z U � ■ � � OL— aw_c Q Lu QC �— T, U O= < W Q� V :D Ln w i i 0 20' 40' SCALE: 1' = 20' 'r Know what's below. Call before you cig. 1. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS. 3. SITE CONTRACTOR(S) MUST PROVIDE AT THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(S) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE CODES AND REGULATIONS. THIS MUST INCLUDE PROVISIONS FOR UNINTERRUPTED ACCESS ALL TIME, THROUGH TEMPORARY MEANS, TO EACH BUILDING DOORWAY. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE PAVEMENT IS DIRECTLY ADJACENT TO EXISTING PAVEMENT OR STRUCTURES. INCLUDING, BUT NOT LIMITED TO: WALKS, STOOPS, BUILDING WALLS, RETAINING WALLS, FOUNDATIONS, FOOTINGS, ACCESS DOORS, ETC. b. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE. CONTRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE IS MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT THE SITE BEFORE THE COMPLETION OF THE CONSTRUCTION SEQUENCE. DISPOSAL OF SUCH MATERIAL MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT SITE AND ADJACENT PROPERTY(S) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO OTHER PROPERTIES INCLUDING, BUT NOT LIMITED TO: RIGHTS-OF-WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS AND/OR SIDEWALKS. 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. q. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST % PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. II. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 12. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 4" Decorative Concrete Walk. See detail 3/L804 4 4/1-804. • 4" Concrete Walk. See detail 3/L804 4 4/1-804. Asphalt Trail. See detail I/L804. O Saw Cut Control Joint with 2' x 4' Pattern. BO Control Joint per plan. See detail 6/L804. OExpansion Joint. See detail 5/L804. O Retaining Wall. See detail 9/L804 4 10/L804. O Lap Joint. See detail 2/L804. ov AV SS %, 401, No �= LA20700037 STATE OF y C DATE: 07.25.2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) z PROJECT NO.: O � O DRAWN BY: � ZB MK < LAYOUT AND MATERIALS PLAN � > LuV m ac < 0__0_ �z —A z n� 1..r1L Z U � ■ � � OL— aw_c Q Lu QC �— �L U O= < W Q� V :D Ln w O K L L Q ^ V DATE: PROJECT NO.: 7/25/13 4377.006 DRAWN BY: CHECKED BY. ZB MK SHEET TITLE: LAYOUT AND MATERIALS PLAN DRAWING FILES: SHEET NO.: