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HomeMy WebLinkAbout20171082 Ver 1_Email_20170328 (87)\ ' _�\ � �\ ♦ � <� \�� \ \ ��� \\ `! � \ � � \ � ` \\\ \\�� \ \ \�\ ��—�'C \\ ��\ �\ \ \ _�\ ��\ �\ �\ __ �- � � � � — � — � � NEW 24' SWING GATE IN � — — — � EXISTING FENCELINE ` _ _ _ � �� � �, ���_ � � � , � � — �_ ; � —� — � e _ g. a `` / � i � � e � � � � e.. � --� , � � \ _ _ — C � � —�.�--: , � � � m �.. �_----_�- � � .. � � � � ��`_—_, :�J —__ .,o 740 730 720 710 700 .•1 •:1 670 IVLYY T J II\/"'�IVV Ulll\UYYII\L FENCE TO TIE INTO EXISTING 1 \ � � �� � l / l � �l� f/ � e , � � �,l �i � i , , � � �� �� � NEW 4—STRAND BARBWIRE , �� / �/�� - iI � FENCE TO TIE INTO EXISTING ��/�f,��/�( V 1 � / � ���/ �I� �d � I / � t /�j�� I r�� ) I l� l �� �� I�(l� ��/� f� � / m V� I ��j� `7 � j� i � �� � � � ��7� �i����i � l � � D I�������jl i� � � � �� � ����,,� � �i► � � II, �11 Ir uq 1 / � i i�— � � �r �i i� � � � � i���� �i i � ii � �—_�,���i �d1 /� l i i� � ,,�� � � i�� � l l i , l �,� �, �,' \ IVLYY T JII\/'IIVV LJ/'�I\UYYII\L FENCE TO TIE INTO EXISTING � '� � �\ � 1 \ Y I 1 p � o I ` � � e l � C \ � � l i i � , ACCESS ROAD PLAN � SCALE: 1"=40' 0 20 40 80 � 8+20 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 0 0 ACCESS ROAD PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=10" VC �YNE�6ETIC ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 740 s i � �� � 1 � � ��I�� I��y44� I ' � �e `, r �� � � � � �, � ��I��� �N i�l� � \~ � � � N � �; � �� ��l ' II � ` W lO l � � I � ����� 1 �� i� �� \m, ,� �� �� � �a �j � \ � f�y � O ��� � � i� i �� �� �'I �1 m �\ 1\ I� (n I I � ��I� � � � � m �� �IqI � � � i ��`I �r�f�ml�eo�- ��� m — � ��%� 70 ��', � �I '� �i �'► r Ih� 4 �yi � � � �1Y ! \ I I� I p1�1 \� �� " �1 1 �,1 � � �� t�\ m � �;t��� � �� �'�� , �� � � PROOF ROLLING NOTES: Call at least three working days before you plan on digging North� Carolina `� ,• www.nc811.org \ � Dia1811 or7-800-632-4949 1. CONTRACTOR SHALL FURNISH AND OPERATE HEAVY PNEUMATIC TIRED COMPACTION EQUIPMENT FOR COMPACTING THE ROADBED AND TESTING THE ROADBED FOR STABILITY AND UNIFORMITY OF COMPACTION. 2. PROVIDE EQUIPMENT WITH THE FOLLOWING FEATURES: 730 (A) FOUR RUBBER TIRED WHEELS MOUNTED ON A RIGID STEEL FRAME; (B) WHEELS EVENLY SPACED IN ONE LINE ACROSS THE WIDTH OF THE ROLLER AND ARRANGED SO THAT ALL WHEELS WILL CARRY APPROXIMATELY EQUAL LOADS WHEN OPERATED OVER AN UNEVEN SURFACE; (C) MAXIMUM CENTER TO CENTER SPACING BETWEEN ADJACENT WHEELS IS 32 INCHES; 72p (D) LOAD CAPACITY FROM 48 TO 50 TONS UNLESS OTHERWISE PERMITTED IN WRITING; (E) COVER OR CONSTRUCT THE LOADED ROLLER TO NOT TRAP WATER THAT WILL ADD WEIGHT TO THE BALLAST; (F) OTHER EQUIPMENT OF EQUAL OR BETTER EFFECTIVENESS MAY BE SUBSTITUTED WITH WRITTEN PERMISSION, AND (G) TIRE PRESSURES SHALL BE BETWEEN 68 AND 72 PSI UNLESS OTHERWISE PERMITTED IN 710 WRITING. 700 .•1 .:1 3. INFLATE TIRES WITH AIR ONLY; USE NO LIQUID. PROVIDE BALLASTS CONSISTING OF BULK SAND, BULK STONE, BAGS OF SAND, STONE OR OTHER MATERIALS OF KNOWN UNIT WEIGHT SUCH THAT THE TOTAL WEIGHT OF THE BALLAST USED CAN BE READILY DETERMINED AT ALL TIMES. PROVIDE A SUFFICIENT AMOUNT OF BALLAST TO LOAD THE EQUIPMENT TO A MAXIMUM GROSS WEIGHT OF 50 TONS. 4. USE RUBBER TIRED OR OTHER TYPES OF TRACTIVE EQUIPMENT FOR OPERATION OF THIS EQUIPMENT ON THE ROADBED. 5. AFTER THE SUBGRADE HAS BEEN COMPLETED WITHIN 0.5 FEET OF FINAL GRADE, COMPACT AND TEST THE ROADBED WITH ONE COVERAGE WITH A HEAVY PNEUMATIC TIRED ROLLER. COVERAGE IS CONSIDERED THAT STAGE IN THE ROLLING PROCEDURE WHEN THE ENTIRE WIDTH OF THE AREA BEING PROOF ROLLED HAS BEEN IN CONTACT WITH THE PNEUMATIC TIRES OF THE ROLLER. OPERATE THE EQUIPMENT AT A SPEED BETWEEN 225 FT/MIN AND 300 FT/MIN. PERFORM PROOF ROLLING ONLY IN THE PRESENCE OF THE ENGINEER. PROOF ROLL AREAS AGAIN FOLLOWING THE COMPLETION OF THE NECESSARY CORRECTIONS. 6. PROTECT ALL STRUCTURAL FACILITIES ON THE PROJECT, SUCH AS, BUT NOT LIMITED T0, BRIDGES, BOX CULVERTS, PIPE CULVERTS AND UTILITIES, FROM DAMAGE BY THE PROOF ROLLING EQUIPMENT. PROTECTION MAY INCLUDE UNLOADING AND RELOADING OF THE ROLLER, DETOURING, PROTECTIVE EARTH PADS OR OTHER SUITABLE MEASURE TO AVOID DAMAGE. FILENAME: 2709523GRA. DWG I / /� V � s � O ` - �--81----81----81----81--�— �1�-=. �.—�BL—��-81---- 1 81----81---- �gl' 81--a ,-��----81-- � I ` � ��� � _ --81----81---� —81--- -- � -- � — / ----__ .F -- � —81— —8��=-81— _ � ---av---� � —81 —81— _ —_ .� � � � _81 � \ � �'_ � _ _ � — s , � �� — � _.-- � ' / � 1 � \\\ � — — — � — — .e.— ` = _ � �- — — — �_ � � / �� \ ���� ��- --.��-- � � � � _ —_ � _ — - _ `� I - --,�--_� `- � � �--�---_ - - - _ _ `TB----TB----TB----TB----TB----TB----TB--=4T�--� --TB----TB----TB----TB----TB--� T-��--- `'_ -- -� a � � TB---- TB---- TB---- TB---- �. � ---- --_ � � TB---- 'Tg—�.--TB--J � � � ~ -' � 1I N � ) / / � � —� / / - � � - � � - � � - �/ MOORESVILLE ROAD ' i � % BEGIN PROJECT STA. 0+00 � � � � ? � � � � � �--- �- -� N-635,158.73 E-1,485,183.46 / � � � ` " � � � ENERGY DISSIPATER MATCH EX. 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DWG 2� 1�� 1�� I I , 2% I 2% � I 2� 0 � TYPICAL ACCESS ROAD SECTION SCALE: 1 "=2' VC �iYNE�6ETIC ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 EDGE OF ROAD GRAVEL ACCESS DRIVE DRIVEWAY WIDTH IDRIVEWAY WIDTH AT PUBLIC ROAD I r i � PLAN VIEW PAVEMENT MUST EXTEND TO EDGE OF ROAD R IGHT—O F— WAY LIMITS (MIN.) EDGE OF ROAD NOTES: 1. ALL CONCRETE TO BE 4000 P.S.I. COMPRESSIVE NCREfE—DRIVE APRON (MIN. 4.000 PSI) STRENGTH. sxs—io/io WELDED WIRE 2. INSTALL A 3/4" BITUMINOUS EXPANSION JOINT FABRIC REINFORCEMENT pLACED BETWEEN THE HIGHWAY PAVING AND THE NPACIED ABC STONE CONCRETE PAVING OF THE DRIVEWAY APRON FOR THE FULL WIDTH OF THE DRIVEWAY. 3. CONTROL JOINTS MUST BE PLACED TO CONTROL ,CTED SUBGR4DE CRACKING OF CONCRETE PAVEMENT. BEGIN CONTROL JOINT SAWING AS SOON AS THE SURFACE WILL NOT BE RAVELED, SPALLED, OR DAMAGED BY CUTTING. JOINTS MUST BE COMPLEfED WITHIN 24 HOURS OF CONCREfE PLACEMENT. PAVED ENTRANCE � Call at least three working days before you plan on digging North8 Carolina `� ,• www.nc811.org ` � Dia1811 or1-800-632-4949 FILENAME: 2709523GRA. 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DWG 0 M PLAN VIEW PRECAST BOX CULVERT SCALE: 1 "=3' 0 0 PROVIDE PRECAST CAP BETWEEN BOX CULVERTS FOR INLET AND OUTLET SIDE ELEVATION PRECAST BOX CULVERT WITH WINGWALL SCALE: 1 "=2' ' rRLl.r/1J 1 �,r�r o� i rv��iv �� � I i i� BOX CULVERTS FOR INLET � � I � � � AND OUTLET � � i ��i TYPICAL ISOMETRIC PRECAST CULVERT NOT TO SCALE VC �YNE�6ETIC ° UC SYNERGETIC, LLC - North Carolina COA No. F-1217 123 North White Street, Fort Mill, SC 29715 ZETAINING : WINGWALLS 8' CONCRETE BOX CULVERT NOTES: � 2 3 Call at least three working days� before you plan on digging Norths' Carolina� � Dial 811 or 1-800-632-4949 J � PRECAST CONCRETE PRODUCTS SHALL BE PROVIDED BY A PLANT CERTIFIED BY THE NATIONAL PRECAST CONCRETE ASSOCIATION. CONTRACTOR TO PREPARE AND SUBMIT SHOP DRAWINGS FOR APPROVAL. CONSTRUCT AND INSTALL CULVERT TO HEIGHT, GRADES, AND LENGTH SHOWN ON THIS DRAWING AND GRADING DRAWING. 4. ALL EXCAVATION, INSTALLATION, GASKET MATERIAL, BEDDING, AND BACKFILLING PER PRECAST MANUFACTURER AND DUKE EARTHWORK SPECIFICATION, SECTION 31-00-00. 5. STRUCTURAL FILL SHALL BE USED ON TOP AND SIDE OF CULVERTS, AND BEHIND WING WALLS PER PRECAST MANUFACTURER AND DUKE EARTHWORK SPECIFICATION, SECTION 31-00-00. FILENAME: 2709523GRA. DWG