Loading...
HomeMy WebLinkAbout0003 L101 Layout and Materials PlanF_ _i i W 3 r, XZA 1PHfiATq 0 20' 40' SCALE: i° = 20' JIMMIE Know what's MOW. Call before you dig. THE CONTRACTORS) 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 MATGW EXISTING GRADE AND ALIGNMENT OF CUR55 WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS, 3. SITE CT R HP RIi EXPENSE, L PEDESTRIAN CONTROL GES. TEMPORARY VVEHICULARAN PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(5) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY t _,_... / LOCAL AND /OR STATE CODES AND REGULATIONS. T1415 MUST INCLUDE PROVISIONS FOR UNINTERRUPTED ACCESS ALL TIME \ 61 /y S 1 I / \ C r e f i THROUGH TEMPORARY MEANS, TO EACH BUILDING DOORWAY, LF 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.W.A. STANDARDS FOR - bs r'° «' 3 A f \r , , r - WORKER SAFETY. 5. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE PAVEMENT 15 DIRECTLY ADJACENT TO EXISTING PAVEMENT OR STRUCTURES. INCLUDING, BUT NOT LIMITED TO: WALKS, STOOPS, BUILDING WALLS, RETAINING WALLS, FOUNDATIONS, FOOTINGS, ACCESS DOORS, ETC. 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE TWAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND /OR VEHICLES ON SITE. CONTRACTOR(5) MUST ESTABL15W A SUITABLE PERIMETER AROUND FACN SPECIMEN TO ENSURE TWAT A PROPER ROOT ZONE 15 MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. FACN 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 TWAT NAVE 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 15 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 15 STARTED OR RESUMED. q. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT ° '`. -J LEAST q5 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 SUGW 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. Jr f`ff C / o/ j 11. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 12, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, I t ` may, ✓ J r' jam° _` / 1 � ' .° . i, , A f � � I 4✓',, r, --°� QU j J/15 % r ° 4" Decorative Concrete Walk. See detail 3 /L8®4 k 4 /LEO4. f 1 i '\� "1 / �, h A a l !, `t 4" Concrete Walk. See detail 3/1-804 4/1-804. P Asphalt Trait. See detail 1/1-604. t X Saw Cut Control Joint with 2' x 4' Pattern. O Centro! Joint per plan, See detail 6/L804. E, __ 3 s1- f I ` f >�� Expansion Joint, See detail 5/1-804. a` f oac._ f ! ! E Retaining Walt. See detail q /1-804 # 10 /1-804. (E Lap Joint, See detail 2/1-804. jT If a f f 1 I 'J Z r +a Z s w �Q5%� 'GIt5lTV LA20700037 c STATE OF V r DAME: 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) DATE: PROJECT NO.: 7/25/13 4377.006 DRAWN BY. CHECKED BY: ZB MK SHEET TITLE: LAYOUT AND MATERIALS PLAN DRAWING FILES: SHEET NO.: Ilan W << 40. z V� �UL1 �—A z �u �i LLI QLLI Q< Qui U v Z LO � � U DATE: PROJECT NO.: 7/25/13 4377.006 DRAWN BY. CHECKED BY: ZB MK SHEET TITLE: LAYOUT AND MATERIALS PLAN DRAWING FILES: SHEET NO.: Ilan