The URL can be used to link to this page

Home My WebLink AboutZ-5758-E Map 4Hill i I II I� � � I I I I REMOVE EX CURB & GUTTER AND EXPAND PAVING TO NEW CURB w U z Lid LL O 3 A 23' 26.42' ASPHALT w PAVEMENT N N 22' n1 nr-+ V FFE =.72.00 N EXISTING DETENTION BASIN 11I ANO N 27' O ON N ASPHALT PAVEMENT R56 \ CONCRETE v ;,. 7 gs0 1' ,y 22' tiry / / / / I I / I I / L _ - - \ I I FFE = 72.50 ' \ I 1 :---JZ CONSTRUCT I I 2'CONCRETE ' \ RIBBON - - - - - - - - - - - -� I 22' 3.5' ' \ S� N 880 57'34" W I 111 1 612.22' BLOCK 2 NIS CREEK SUBDIVISION SITE & GRADING PLAN GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT, 2. WARRANTY/DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 3. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 4. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. 5. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. 6. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WTH CRUSHED STONE, 7. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET. 9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. 10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND SILTATION OF THE SITE. 11. ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB. 30 GRAPHIC SCALE ( IN FEET ) I inch = 30 ft. z -n4 F a',,gelue�°°° °t° i r qA I �(v ®� °'t U�•' `see 0 5S A T E ��F•� > ee ARI{ §AS `LJ !!. THOMAS f, ENIGNEER1eKIO = N0.94 0.P °0j•nen�� GI RRD i SSIONAL Ni e: No.11643 �Qeee S R. P�e!eee 120 1 '..' BLDG. 43' - 13' - I I FFE = 72.50 r - - - - -- \..., 01 q � I ., _ _ _ _ _ _ I I L _ _ _ _ _ BLDG. BLDG. LUI FFE 75.00 `HEAVY DUTY Q I R lLi .. - ASPHALT FFE = 74.50 FFE = 73.00 I I "I ., "All (`') r A I a 5' , 3.916 AC. BLDG. 15' \ Z � SI I 1 I I I 26.42' I BOLLARD (TYPICAL) 6 = I CONSTRUCT 2' CONCRETE I ' REMOVE EXISTING WOOD 21 92 RIBBON r - - - - - - - - - - - - -- FENCE, DUMPSTER AND CURB I- - - - - - - - - - - - - L 0 3"8 -j I f1 ASPHALT PAVEMENT - - - - -1 - I \ 1 ry -- - - - - N e HEAVY DUTY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLDG. - - ASPHALT CONSTRUCT BLDG. - - - - 1 I T Q-5 2'CONCRETE RIBBON U I I 21' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FFE = 74.00 - - - - - - - - - - - 1 I - - - - - - - - - - - - - - - - - - - - - - - - m N ' - - - - - - - - - — — — — — — — I EX. WOOD FENCE N 880 57'34" W I 111 1 612.22' BLOCK 2 NIS CREEK SUBDIVISION SITE & GRADING PLAN GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT, 2. WARRANTY/DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 3. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 4. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. 5. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. 6. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WTH CRUSHED STONE, 7. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET. 9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. 10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND SILTATION OF THE SITE. 11. ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB. 30 GRAPHIC SCALE ( IN FEET ) I inch = 30 ft. z -n4 F a',,gelue�°°° °t° i r qA I �(v ®� °'t U�•' `see 0 5S A T E ��F•� > ee ARI{ §AS `LJ !!. THOMAS f, ENIGNEER1eKIO = N0.94 0.P °0j•nen�� GI RRD i SSIONAL Ni e: No.11643 �Qeee S R. P�e!eee 120 1