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Home My WebLink AboutZ-8066 Map 5Building Classification and Footprint Dimensions Key Building Use Width Length Area Eave Height DESIGNATED cm (ft.) (ft.) (sq -ft.) (ft.) 1 Operations/Maintenance 75 30 2,250 18 2 Blower/Generator 120 40 4,800 22 3 Headworks 65 65 4,225 22 4 Aeration Basin' 130 130 16,900 20 5 Clarifiers' 130 100 13,000 20 6 UV Disinfection 75 50 3,750 22 7 Sludge Storage 120 75 9,000 22 8 Solids Handling 140 80 11,200 24 9 Aeration Odor Control 60 100 6,000 22 v 208' Total Structure Coverage 71,125 ' The basins will be covered with a pre -cast concrete "T" with a membrane drainage system and soil to support vegetation flight -0—'1a R2 x � R1 8 WL 8 WL- x x 24, 50' UNDISTURBED BUFFER (MIN) S 88°5532" E-- 7081.=.-' X x x x x x r- 24' PAVED SURFACE 8 WL - 8 WL- - 8 WL - - 8 WL II JIF FUTURE DO FUTURE CD II 8 WL—8 SECURITY GATE ENTRANCE-� r R2-3 ��=! I VAN ACCESSIBLE & PARKIN( x T -WL I WIL 8 WL G 0 1 - 8 WL SECURITY FENCE X Ix x R2 - R1 8 WL - 8 WL - 8 W FUTURE L_ LEJ ro L FUTURE II L L - 8 WL 8 WL 8 WL PAVED SURFACE 0 8 WL i x x x x SID 500 50' EASEMENT / . 24' 1.14 J Z 9' 16' I SID 500 _ _ 50' EASEMENT % Within AP&L x 11.03 ACRES 20' WEST OF AP&L fight—Of—Way RICHT OF WAY IL N 88°55'32" W — 1081.43' X X x X X X X X X X X X X X X X TYPICAL PARKING DETAIL NTS 50' UNDISTURBED BUFFER (MIN) GENERAL NOTES 1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER AND ARKANSAS 9. PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER. DEPARTMENT OF HEALTH & HUMAN SERVICES REQUIREMENTS. 10. GRADING PERMIT SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 24-186 (C) & (D) PRIOR TO ANY LAND 2. THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED WITH FIRE DEPARTMENT. CLEARING OR GRADING ACTIVITIES. 3. SUBJECT PROPERTY DOES NOT LIE WITHIN DESIGNATED AS FLOODPLAIN ACCORDING TO FIRM COMMUNITY PANEL 11. SITE GRADING AND DRAINAGE PLANS SHALL BE SUBMITTED AND APPROVED PRIOR TO START OF CONSTRUCTION. NUMBER 050179 0253E, REVISED JULY 16, 1996 12. NPDES STORM WATER PERMIT WILL BE OBTAINED FROM ADEQ PRIOR TO CONSTRUCTION. 4. BOUNDARY SURVEY WAS PERFORMED BY NTB & ASSOCIATES, PLAT DATED 12-12-05. 13. PER SECTION 29-189 (D) GROUPS OF TREES AND INDIVIDUAL TREES THAT ARE NOT REMOVED OR ARE LOCATED 5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM RECORE MAPS. NO EXCAVATIONS WITHIN UNDISTURBED BUFFERS SHALL BE PROTECTED DURING CONSTRUCTION B( FENCING AND SHALL NOT BE USED WERE MADE TO CONFIRM SUB -SURFACE UTILITIES. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES FOR MATERIAL STORAGE OR OTHER PURPOSES. HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE. 14. ONSITE LIGHTING SHALL BE IN COMPLIANCE WITH "DARK -SKY" GUIDELINES; HOWEVER, SUFFICIENT LIGHTING SHALL BE 6. BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK SUBDIVISION & ZONING IMPLEMENTED FOR OSHA STANDARDS AS NEEDED FOR MAINTENANCE NEEDS. ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IX OR MAINTAINED IN UNDISTURBED 15. PROPOSED METAL ROOFS SHALL BE OF COLORED - NON REFLECTIVE METAL CONDITION16. BUFFER AREAS ARE TO BE PROTECTED BY ORANGE - CONTRACTORS FENCING ERECTED PRIOR TO SITE WORK. 7. ALL FUTURE BUILDING AREA SHALL BE LEFT UNDISTURBED TO THE MAXIMUM EXTENT PRA"TICALE 17. DRIVEWAY WIDTHS ARE 20' UNLESS OTHERWISE NOTED. 8. DESIGNATED CONTRACTOR'S STORAGE AREA SHALL BE STABILIZED & PLANTED IN ACCORDANCE WITH CITY OF LITTLE ROCK LANDSCAPE REQUIREMENTS. SEE NOTE 6. / S 88°26'42" E X x x�-- x / X7.95' KV 3 DESIGNATED cm LITTLE ROCK (n CONTRACTOR LATTICE 0 STORAGE ° AREA 150' x 300' O TOWER I (STORMWATER O #108 - DETENTION I � p4- W N consulting NRS Consultants $ L I � DESIGNED BY: t:AJ R1 UTILITY n Z O I z 4.25 kRE AP&L ROW v 208' R2 IAP& East 9' 16' I SID 500 _ _ 50' EASEMENT % Within AP&L x 11.03 ACRES 20' WEST OF AP&L fight—Of—Way RICHT OF WAY IL N 88°55'32" W — 1081.43' X X x X X X X X X X X X X X X X TYPICAL PARKING DETAIL NTS 50' UNDISTURBED BUFFER (MIN) GENERAL NOTES 1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER AND ARKANSAS 9. PRIOR TO BUILDING PERMIT ISSUANCE LANDSCAPE PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER. DEPARTMENT OF HEALTH & HUMAN SERVICES REQUIREMENTS. 10. GRADING PERMIT SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 24-186 (C) & (D) PRIOR TO ANY LAND 2. THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED WITH FIRE DEPARTMENT. CLEARING OR GRADING ACTIVITIES. 3. SUBJECT PROPERTY DOES NOT LIE WITHIN DESIGNATED AS FLOODPLAIN ACCORDING TO FIRM COMMUNITY PANEL 11. SITE GRADING AND DRAINAGE PLANS SHALL BE SUBMITTED AND APPROVED PRIOR TO START OF CONSTRUCTION. NUMBER 050179 0253E, REVISED JULY 16, 1996 12. NPDES STORM WATER PERMIT WILL BE OBTAINED FROM ADEQ PRIOR TO CONSTRUCTION. 4. BOUNDARY SURVEY WAS PERFORMED BY NTB & ASSOCIATES, PLAT DATED 12-12-05. 13. PER SECTION 29-189 (D) GROUPS OF TREES AND INDIVIDUAL TREES THAT ARE NOT REMOVED OR ARE LOCATED 5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM RECORE MAPS. NO EXCAVATIONS WITHIN UNDISTURBED BUFFERS SHALL BE PROTECTED DURING CONSTRUCTION B( FENCING AND SHALL NOT BE USED WERE MADE TO CONFIRM SUB -SURFACE UTILITIES. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES FOR MATERIAL STORAGE OR OTHER PURPOSES. HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE. 14. ONSITE LIGHTING SHALL BE IN COMPLIANCE WITH "DARK -SKY" GUIDELINES; HOWEVER, SUFFICIENT LIGHTING SHALL BE 6. BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK SUBDIVISION & ZONING IMPLEMENTED FOR OSHA STANDARDS AS NEEDED FOR MAINTENANCE NEEDS. ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IX OR MAINTAINED IN UNDISTURBED 15. PROPOSED METAL ROOFS SHALL BE OF COLORED - NON REFLECTIVE METAL CONDITION16. BUFFER AREAS ARE TO BE PROTECTED BY ORANGE - CONTRACTORS FENCING ERECTED PRIOR TO SITE WORK. 7. ALL FUTURE BUILDING AREA SHALL BE LEFT UNDISTURBED TO THE MAXIMUM EXTENT PRA"TICALE 17. DRIVEWAY WIDTHS ARE 20' UNLESS OTHERWISE NOTED. 8. DESIGNATED CONTRACTOR'S STORAGE AREA SHALL BE STABILIZED & PLANTED IN ACCORDANCE WITH CITY OF LITTLE ROCK LANDSCAPE REQUIREMENTS. SEE NOTE 6. / S 88°26'42" E X x x�-- x / X7.95' N 88°2642 " W x x i_X X x _ J07.95' I DESIGNATED cm LITTLE ROCK (n CONTRACTOR O FILE NAME: STORAGE ° AREA 150' x 300' In Association with: (STORMWATER O DETENTION AREA) N consulting NRS Consultants I � DESIGNED BY: t:AJ O UTILITY ��--� 4.25 kRE O v DRAWN BY: SRM operations Oswald Engineering FTN Associates, LTD IAP& East of flight -0—'1a SHEET CHK'D BY: RRM QAJ60' N 88°2642 " W x x i_X X x _ J07.95' REV. DATE DRWN CHKD REMARKS DATE: APRII 20ne 3 0 60 NO. it 1026.71' X V S 88°26'42" E x UNDISTJRBED BUFFER AREA x ►_. CURVE TABLE R1= 80' R2= 19' R3= 25' R4= 80' RADIUS NOT SHOWN ARE 5' SITE PLAN- TREATMENT FACILITY FOR COND17IONAL USE PERMIT I•ITf%g ROCK P(ANlN,Ird aIAIIISVON APPMOV0, 9UPj OT TO THr, CcNOITIONS 0 N010 IN THE PLANNING COY. °�tssao t NIINllTh KOORD DAT SHEET NO. PROJECT NO. 46096 cm LITTLE ROCK FILE NAME: Camp Dresser & McKee Inc. In Association with: ® WASTEWATER N consulting NRS Consultants DESIGNED BY: t:AJ engineering construction NTB Associates, Inc UTILITY DRAWN BY: SRM operations Oswald Engineering FTN Associates, LTD SHEET CHK'D BY: RRM QAJ60' LITTLE MAUMELLE WASTEWATER CROSS CHK'D BY: 1 " = APPROVED BY: CAI TREATMENT FACILITY REV. DATE DRWN CHKD REMARKS DATE: APRII 20ne 3 0 60 NO. it 1026.71' X V S 88°26'42" E x UNDISTJRBED BUFFER AREA x ►_. CURVE TABLE R1= 80' R2= 19' R3= 25' R4= 80' RADIUS NOT SHOWN ARE 5' SITE PLAN- TREATMENT FACILITY FOR COND17IONAL USE PERMIT I•ITf%g ROCK P(ANlN,Ird aIAIIISVON APPMOV0, 9UPj OT TO THr, CcNOITIONS 0 N010 IN THE PLANNING COY. °�tssao t NIINllTh KOORD DAT SHEET NO.