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Home My WebLink AboutZ-08752-1 Map 6- - - - - - - - - - , I i / am I04 I % i i I I I Lu 0 I I / / 0.2333 S 890 03' 32" E 245.00' FFE = 72.90 / b . I I I BLDG. E FFE = 78.50 ■l l I 78 r---------'t , N _ � v ---J_________ FF =78.50 I I FFE 79.00 , " I F________________� , I I , ' THIS AREA SHALL BE I , ' CLEARED AND " -- GRADED AS PART OF ' PHASE BLDG. FFG = 78.50 - K ; FUTURE PHASE I I I FFE = 79.00 BLDG. FFE = 79.50 ------ -- ----- FF =MOO FF =79.50 I FFE =80.00 I � I I FFE = 79.00 ' ,H H_________________ L---------- ' END PHA E 2 'I ASPHALT N I 1 N in Nam'' W 8' SEWER 0.2411 AC. HALL BE CLEARED AND GR AS PART OF PHASE 2 0.241 AC. FUTURE LOTS _TWA N I P ti _{--4 4 I ZT I ICI 1 II` I , 2 FFE = 78.50 i - I .. I r I 1 I I y I I . II I= SWALE i (I I FFE = 79.00 •'` I I I I I I � I BLDG. F -F- 9.50 MISIT FFE - 80.00 SLEEV LOT 2 5.223 AC. FFE = 78.5C FFE = 79.00 BLDG. 1 1 i FFE F79.50 it • I I �1 I { Ir I I I i I FFE=80.00 I I I 1 II ; � I ,p A PHALT i Tnww FFF a 72.90 ® / c0 00 ui BLDG. IF ,r FFE a 78.50 =E ='8 50 FFE a 79.00 BLDG. FFE -- 7G,9.50 FFE a moo - - IDUMPSTER PAD - I ---- I --------- t- I I� I I OFFICE i3 FFE = 486.50 ia0 I dko I 1 I I 6 I 1 l --- -- 0.241 AC. ,' 0.3 7 A 1 1 I I I I I I 1 run17T 37.67' ` 0.241 AC. 0.2477 AC. FUTURE LOTS / 21' F MM*I APPMX11 165.11 l I MANHOLE TOP 401.78 FL M9.09 - ---- --- ---- II -_ _- II ----I - - II -I ----� - ' PRIDE VALLEY ROAD II + �--- I - I - 1 - - I1II I - -_ IIII i10 1+00 2+00 A^ALT PAVEMENT T � 4+�1 I- �i- 6+00 U i II 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 WALL 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 ESTABUSHED 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 p WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE 1 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 WALL 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 ONES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WITH 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 UTIUTY 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 UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. B. 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. WATER NOTES: 1. ALL 6' & 8" DUCTILE IRO!! PIPE SHALL BE POLY WRAPPED THE ENTIRE LENGTH. 2. ALL PIPE TO HAVE A MINIMUM OF 3' OF COVER. 3. LONG SIDE 2" SERVICE LINES ARE TO BE INSTALLED BY CONTRACTOR. SHORT SIDE SERVICE LINES VALE BE INSTALLED BY CENTRAL ARKANSAS WATER. 4. ALL PROCEDURES, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE LATEST SPECIFICATIONS OF THE CENTRAL ARKANSAS WATER. 5. ALL NON-METALLIC MAINS SHALL BE WRAPPED WITH 16 GA. COPPER WIRE. 6. ALL BLOW OFFS SHALL BE REMOVED AFTER SUCCESSFUL TESTING. 7. MAXIMUM ALLOWED DEPTH: OF WATER MAIN IN A SHARED GAS TRENCH IS 48'. B. MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER/SEWER CROSSINGS. 9. MAINTAIN 5' HORIZONTAL SEPARATION BETWEEN PARALLEL UTIUTIES. 10. ALL P.V.C. PIPE SHALL BE TYPE SDR 17, PRESSURE CLASS 250. 11. ALL DUCTILE IRON WATER PIPE SHALL BE CLASS 50. OFFSIDE SERVICE INSTALLATION NOTES 1. ALL SERVICE UNE INSTALLATIONS SHALL HAVE MINIMUM 36' DEPTH. 2. ALL LINES SHALL BE EXTENDED TO LOT/ROW LINE. 3. A 2" VALVE SHALL BE INSTALLED AT MAIN WHERE SERVICE LINE IS TAPPED ONTO MAIN AND A 2' PLUG INSTALLED AT THE END OF THE SERVICE LINE. A 1' COPPER BLOW OFF SHALL BE INSTALLED AT THE END OF THE 2' LINE. 4. ALL SERVICE LINES SHALL BE 2' P.V.C. CLASS 250 PIPE. 41 - WATER & SANITARY SEWER CROSSINGS 41.1 WATER MAINS INSTALLED OVER A SANITARY SEWER MAIN OR SEWER SERVICE MUST HAVE A CLEAR DISTANCE BETWEEN PIPES OF AT LEAST EIGHTEEN (18) INCHES. 41.1.1 FOR SANITARY SEWER SERVICES, IF 18 INCHES OF CLEARANCE CAN NOT BE PROVIDED OR WHEN WATER MAIN MUST PASS UNDER THE SERVICE LINE, THE SEWER SERVICE LINE SHALL BE REMOVED AND REPLACED WITH DUCTILE IRON PRESSURE PIPE AS SHOWN IN THE DETAILED DRAWINGS. 41.1.2 FOR SANITARY SEWER MAINS, IF 18 INCHES OF CLEARANCE CAN NOT BE PROVIDED OR WHEN THE WATER MAIN MUST PASS UNDER THE SEWER MAIN, EITHER THE SANITARY SEWER MAIN OR THE WATER MAIN SHALL BE ENCASED IN TWENTY FEET OF WATERTIGHT ENCASEMENT PIPE, CENTERED OVER THE POINT OF CROSSING. THE ENDS OF THE ENCASEMENT PIPE SHALL BE SEALED WATERTIGHT. ENCASEMENT SPACERS ARE NOT REQUIRED. 41.1.3 SANITARY SEWER MAIN AND SERVICE LINE REPLACEMENT SHALL BE APPROVED BY THE LOCAL WASTEWATER UTILITY HAVING JURISDICTION. GRAPHIC SCALE 0 1S 30 60 120 ( IN FEET ) 1 inch = 30 ft. F � 1 ARI AN AS REGISTERED PROFESSIONAL ENGINEER a ♦ • y0 No .11643 '-Zs R. P p p e., Of 4 ►_ THOMAS v = CO: WL O Na 94 BID STET NOT FOR CONSTRUCTION SITE PLAN THOMAS CHENAL KANIS STORAGE ENGINEERING PHASE 2 COMPANY APPROVED DRAWN BY DATE SHEET NO. SCALE 3810 IAOKOUT ROAD, N. LITTLE ROCK, AR. 72118 TRP e/1s 3 2 Of 7 TEL: 501-753-4463 FAX: 501-753-6814 1' . 30'