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HomeMy WebLinkAboutZ-4827-C Map 3SEE SHEET C2.1 FOR ENLARGED SITE LAYOUT PLAN / ZONE X PER FIRMil _ III W Z 0 -N 0 00 w CD v t 44L.1-30 SERVICER D 20Asphalt N38034- 1" E 262.00' RC 7. Asphalt I I � I — >— Ex 40' Building line , 203.1 , , � I M 192' .\ A I I I I I I p w J in ROpo 0) 65.6• I I I I -�.I SED 00000/co 4, yes 0 N I I I ���ti , t / 381.36' Gate / , N35`37'E 15' Easement __--- 1 / _—� � 1 '`moi• 40' Building Lin_\— __I /kF,e��cA 1 I 100 YR LIMIT_ ZONE AE PER FIRM ...•1—i. •.__••_..__..._•.-_••-_• —1 I I I / ffice •�..--•J Id N 2001 FLOODWAY LIMITS Stab / Im Lno a .•�'•� toTy to I' � I I,-' 0 .�'' s / 2.ggcreS Imo. I m 1 I N ADDITION Canopy 0 es `�r?^^ate I I "� '0, 0, I / 54.1- �Z7o�0 s� N Conic Pad / •S7 �O Cj Ix W 3 \ o� e I I I L01ro *000 I�j I / O !n 34' ` I 3' -' 10 Gq� . I I � • • N' I I I i c 0 Oij I I I I •• I I i /' -_— 10' EaP20- 1 semn� Im /_ _ -- en, t CID 1 I B _ _ 2 Sewar E 10' 177.4' I I • I Iip I� i '� —S as en _ I Id m _ '�O ` 192' ••'°. m �-� I oc S E .� • / I I res, / � s OOa / •• I I I i �/ i 7 - age 6/ 0 400e,# d60 ne � RteI� erESeteAcreS, ;I e •p • � I 20 aNta Zi S � ••/ OOk g6i ai T� Sanitary Sewer Manhole \� >I I yew / i #140000 sernev", wec Manhole ' l i O.eaM�YSe / i — — — — — — — — — — — — O — — -- 21 - J �/ — — — — —20' Sanitar�r Sewer Easement Inst 93-52217 — o I x Ic �Q — F seg �� � 4- C. 9�,h e • •e• %aQ I I I 990r56 2 a': sem°� G kI (D O TOE OF F' r�======r=mot j REMOVE 2440 j 1 CUBIC FEET IN 1 FLOODWAY r0 .• 4 -Q4 oep OVERALL SITE PLAN SCALE: 1" = 50'-0" KEYED NOTES - THIS SHEET ONLY OCOLLECT DOWNSPOUT INTO UNDERGROUND ROOF DRAIN SYSTEM, SEE DETAIL 1/C2.0 THIS SHEET (6 LOCATIONS). OEXISTING STORM DRAIN LINE, CONNECT NEW DOWNSPOUTS AND AREA PAVING (NETS. FIELD LOCATE ACTUAL LOCATION AND FLOW LINE DEPTH. ONEW 6" SCH 80 PVC PIPE, CONNECT TO EXISTING STORM DRAIN SYSTEM Op NOT USED ONEW MANHOLE (TRAFFIC RATED LID) TO BE INSTALLED TO ACCESS EXISTING SEWER LINE. FIELD LOCATE FINAL LOCATION AND INVERT. (APPROXIMATE INVERT 34" BELOW EXISTING GRADE) ONOT USED 110, ��NEW FILL IN FLOODWAY = '% 2440 CUBIC FEET, SEE SHEET C2.1 FOR DETAILS BLDG. CONTRACTOR SHALL PROVIDE PLUMBING CONTRACTOR SHALL PROVIDE GENERAL UTILITY NOTES: 1. THE LATEST "STANDARD PIPELINE SPECIFICATIONS" OF THE CITY OF CENTRAL ARKANSAS WATER SHALL APPLY. 2. THE LATEST "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" OF THE CITY OF LITTLE ROCK WASTE WATER UTILITY SHALL APPLY. 3. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. 4. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER LINES. 5. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL ALIGNMENT OF STORM SEWER, SANITARY SEWER, AND WATER LINES TO OK THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER, WATER MAINS AND SERVICE. 6. THE CONTRACTOR SHALL MAKE CONNECTION TO EXISTING SANITARY SEWER AND WATER MAINS AFTER THE NEW LINES ARE CLEANED, TESTED AND CONSTRUCTION APPROVED BY UTILITY INSPECTOR. 7. ALL FILLS ARE TO BE MADE USING MAXIMUM 8" LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS DETERMINED BY INPLACE DENSITY TESTS. IN TRANSITION AREAS BETWEEN CUTS AND FILLS THE TOP 8" IN THE CUT SHALL BE BROKEN AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 8. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITY LINES CAUSED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 9. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS NOTED. 10. ALL REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 UNLESS NOTED. 11. ALL IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED UPON INSTALLATION. 12. ALL PVC PIPE SHALL BE CLASS 250. O w F- W X ,4 's aa. C . a. 4Y6" BEND 6Y8" BEND CALL BEFORE YOU DIG - DRILL - BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. DOWNSPOUT LEADER, BY BUILDING PROVIDER J.R. SMITH MODEL #1786 SQUARE TO ROUND ADAPTER �4" CLEANOUT AT BASE PLUMBING CIVIL 5'-0" 4" BOOT GRADE � C REDUCER - �. z SLOPE 0 1 6" STORM (TYPICAL) INV. EL. ±248.25 t 2,500 sq. ft. ± 86 g.p.m. 3.75"/100 yr. NOTES: 1. SEE ARCH. ELEVATION DWG. FOR LEADER LOCATIONS 2. AVOID CONFLICT WITH FOUNDATION STRUCTURES TYPICAL RAIN WATER LEADER DIAGRAM N15 RELEASED FOR CONSTRUCTION 05-16-16 ©COPYRIGHT HERITAGE ENGINEERING 2016 Nd.4411 y HERITAGE ENGINEERING y �j 0III NO. 1133 q��NSAS 50P J.IE ENGINEERING EXCELLENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX (501)939-2016 www.HeritageEngineering.net ■ Q n 7 O 0 Oo LU Y _I U Q Q W LJ.I J Oct U W DO 0 CN 0 T— Z p Q ~ J w J w ~ 0 w O w a = HE JOB NO.: 2015-0071 FILENAME: 150071C2,0.dWg PLOT SCALE: 1:50 ISSUE 1: 15 JAN. 16 ISSUE 2: 01 APR. 16 ISSUE 3: 16 MAY 16 WARNING 0 1/2 1 IF THIS BAR BAR DO� URE 1' THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE SCALE: 1"=50'-0" DESIGNED BY: EAW DRAWN BY: WBW CHECKED BY: EAW SHEET No. CIO 4' Shoulder , Concrete Asphalt t , 18" RCP t /LF W F a. .6/3-.1 lJ � . D c 'Water Li Ease ant — — -- — v 40' Buil Ing Line Inst 80-418 Elec Panel Tanks 0 00 g00 t W Z 0 -N 0 00 w CD v t 44L.1-30 SERVICER D 20Asphalt N38034- 1" E 262.00' RC 7. Asphalt I I � I — >— Ex 40' Building line , 203.1 , , � I M 192' .\ A I I I I I I p w J in ROpo 0) 65.6• I I I I -�.I SED 00000/co 4, yes 0 N I I I ���ti , t / 381.36' Gate / , N35`37'E 15' Easement __--- 1 / _—� � 1 '`moi• 40' Building Lin_\— __I /kF,e��cA 1 I 100 YR LIMIT_ ZONE AE PER FIRM ...•1—i. •.__••_..__..._•.-_••-_• —1 I I I / ffice •�..--•J Id N 2001 FLOODWAY LIMITS Stab / Im Lno a .•�'•� toTy to I' � I I,-' 0 .�'' s / 2.ggcreS Imo. I m 1 I N ADDITION Canopy 0 es `�r?^^ate I I "� '0, 0, I / 54.1- �Z7o�0 s� N Conic Pad / •S7 �O Cj Ix W 3 \ o� e I I I L01ro *000 I�j I / O !n 34' ` I 3' -' 10 Gq� . I I � • • N' I I I i c 0 Oij I I I I •• I I i /' -_— 10' EaP20- 1 semn� Im /_ _ -- en, t CID 1 I B _ _ 2 Sewar E 10' 177.4' I I • I Iip I� i '� —S as en _ I Id m _ '�O ` 192' ••'°. m �-� I oc S E .� • / I I res, / � s OOa / •• I I I i �/ i 7 - age 6/ 0 400e,# d60 ne � RteI� erESeteAcreS, ;I e •p • � I 20 aNta Zi S � ••/ OOk g6i ai T� Sanitary Sewer Manhole \� >I I yew / i #140000 sernev", wec Manhole ' l i O.eaM�YSe / i — — — — — — — — — — — — O — — -- 21 - J �/ — — — — —20' Sanitar�r Sewer Easement Inst 93-52217 — o I x Ic �Q — F seg �� � 4- C. 9�,h e • •e• %aQ I I I 990r56 2 a': sem°� G kI (D O TOE OF F' r�======r=mot j REMOVE 2440 j 1 CUBIC FEET IN 1 FLOODWAY r0 .• 4 -Q4 oep OVERALL SITE PLAN SCALE: 1" = 50'-0" KEYED NOTES - THIS SHEET ONLY OCOLLECT DOWNSPOUT INTO UNDERGROUND ROOF DRAIN SYSTEM, SEE DETAIL 1/C2.0 THIS SHEET (6 LOCATIONS). OEXISTING STORM DRAIN LINE, CONNECT NEW DOWNSPOUTS AND AREA PAVING (NETS. FIELD LOCATE ACTUAL LOCATION AND FLOW LINE DEPTH. ONEW 6" SCH 80 PVC PIPE, CONNECT TO EXISTING STORM DRAIN SYSTEM Op NOT USED ONEW MANHOLE (TRAFFIC RATED LID) TO BE INSTALLED TO ACCESS EXISTING SEWER LINE. FIELD LOCATE FINAL LOCATION AND INVERT. (APPROXIMATE INVERT 34" BELOW EXISTING GRADE) ONOT USED 110, ��NEW FILL IN FLOODWAY = '% 2440 CUBIC FEET, SEE SHEET C2.1 FOR DETAILS BLDG. CONTRACTOR SHALL PROVIDE PLUMBING CONTRACTOR SHALL PROVIDE GENERAL UTILITY NOTES: 1. THE LATEST "STANDARD PIPELINE SPECIFICATIONS" OF THE CITY OF CENTRAL ARKANSAS WATER SHALL APPLY. 2. THE LATEST "SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" OF THE CITY OF LITTLE ROCK WASTE WATER UTILITY SHALL APPLY. 3. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. 4. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER LINES. 5. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL ALIGNMENT OF STORM SEWER, SANITARY SEWER, AND WATER LINES TO OK THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER, WATER MAINS AND SERVICE. 6. THE CONTRACTOR SHALL MAKE CONNECTION TO EXISTING SANITARY SEWER AND WATER MAINS AFTER THE NEW LINES ARE CLEANED, TESTED AND CONSTRUCTION APPROVED BY UTILITY INSPECTOR. 7. ALL FILLS ARE TO BE MADE USING MAXIMUM 8" LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS DETERMINED BY INPLACE DENSITY TESTS. IN TRANSITION AREAS BETWEEN CUTS AND FILLS THE TOP 8" IN THE CUT SHALL BE BROKEN AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 8. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITY LINES CAUSED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 9. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS NOTED. 10. ALL REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 UNLESS NOTED. 11. ALL IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED UPON INSTALLATION. 12. ALL PVC PIPE SHALL BE CLASS 250. O w F- W X ,4 's aa. C . a. 4Y6" BEND 6Y8" BEND CALL BEFORE YOU DIG - DRILL - BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. DOWNSPOUT LEADER, BY BUILDING PROVIDER J.R. SMITH MODEL #1786 SQUARE TO ROUND ADAPTER �4" CLEANOUT AT BASE PLUMBING CIVIL 5'-0" 4" BOOT GRADE � C REDUCER - �. z SLOPE 0 1 6" STORM (TYPICAL) INV. EL. ±248.25 t 2,500 sq. ft. ± 86 g.p.m. 3.75"/100 yr. NOTES: 1. SEE ARCH. ELEVATION DWG. FOR LEADER LOCATIONS 2. AVOID CONFLICT WITH FOUNDATION STRUCTURES TYPICAL RAIN WATER LEADER DIAGRAM N15 RELEASED FOR CONSTRUCTION 05-16-16 ©COPYRIGHT HERITAGE ENGINEERING 2016 Nd.4411 y HERITAGE ENGINEERING y �j 0III NO. 1133 q��NSAS 50P J.IE ENGINEERING EXCELLENCE Heritage Engineering P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX (501)939-2016 www.HeritageEngineering.net ■ Q n 7 O 0 Oo LU Y _I U Q Q W LJ.I J Oct U W DO 0 CN 0 T— Z p Q ~ J w J w ~ 0 w O w a = HE JOB NO.: 2015-0071 FILENAME: 150071C2,0.dWg PLOT SCALE: 1:50 ISSUE 1: 15 JAN. 16 ISSUE 2: 01 APR. 16 ISSUE 3: 16 MAY 16 WARNING 0 1/2 1 IF THIS BAR BAR DO� URE 1' THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE SCALE: 1"=50'-0" DESIGNED BY: EAW DRAWN BY: WBW CHECKED BY: EAW SHEET No. CIO