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Home My WebLink AboutZ-10264 Specs 022426Margo Lane PROPERTY WEST BASELINE ROAD LACY ROAD LEGENDS DRIVE EAGLE NEST COURT CALLEGHAN ROAD GREGORY ROAD BYNUM ROAD TYSON ROAD PARKER ROAD DRAWING INDEX: SCALE: 1" = 4,000' SITE DETAILS............................................................................C2.1 SHEET TITLE PULASKI COUNTY,ARKANSAS WATER DETAILS.......................................................................C3.1 SEWER DETAILS.......................................................................C3.2 MISCELLANEOUS DETAILS.......................................................C7 THIS PROJECT GENERAL NOTES...................................................................G1.0 EXISTING CONDITION AND DEMO PLAN ............................V1.0 SITE PLAN...............................................................................C2.0 UTILITY PLAN............................................................................C3.0 OVERALL GRADING AND DRAINAGE PLAN............................C5.0 LANDSCAPING PLAN.................................................................C6.0 CONSTRUCTION PLANS FOR WEST BASELINE ROAD / MARGOLANE APARTMENTS (PARCEL # 45L0520000800) ACE BUILDERS PLUMBING PLAN.......................................................................P1.0 3D.............................................................................................C1.0 N S EWNWSWNESE ELECTRIC PLAN.........................................................................E1.1 ELEVATIONS...........................................................................C1.1 ELECTRICAL NOTES................................................................E1.0 DR-1..............................................................................................C2a WR-1.............................................................................................C2b WR-2.............................................................................................C2c STORM-WATER CALCULATION AND DISCHARGE PIPES ....SP.1 ROAD STRIPING......................................................................C1.2 1. SAFETY 1.1. JOB SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1.2. THIS RESPONSIBILITY COVERS THEIR OWN WORK FORCE, ALL SUBCONTRACTORS, VISITING PERSONNEL, OFFICIALS, AND THE GENERAL PUBLIC WHICH MAY HAVE ACCESS TO THE JOBSITE. 1.3. THE CONTRACTOR SHALL EXERCISE COMPLETE CONTROL OVER WHO HAS ACCESS TO THE JOBSITE TO ENSURE JOBSITE SAFETY. 1.4. THE CONTRACTOR SHALL CONFORM TO ALL SECURITY AND SAFETY REQUIREMENTS OF THE OWNER. 1.5. ANY SAFETY OR OTHER TRAINING REQUIRED BY THE OWNER FOR THE WORK FORCE MUST BE PROVIDED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2. PERMITS 2.1. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AS REQUIRED BY REGULATING AUTHORITIES OR BY THE OWNER. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE TERMS AND CONDITIONS ASSOCIATED WITH EACH REQUIRED PERMIT, AS WELL AS ADHERING TO THE RULES AND REGULATIONS OF EACH REGULATING AUTHORITY 3. CONTRACT DOCUMENTS 3.1. ALL WORK SHALL CONFORM TO THE PLANS, THESE NOTES, AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 4. INDEMNITY 4.1. BY ACCEPTING THE CONTRACT FOR THIS WORK, THE CONTRACTOR, AT THEIR OWN EXPENSE AND RISK, HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER, GARNAT ENGINEERING, THEIR OFFICERS, AGENTS, EMPLOYEES, CONSULTANTS, AND REPRESENTATIVES FOR DAMAGE TO THE PROPERTY OR INJURY TO, OR DEATH, OF ANY PERSONS, FROM ANY AND ALL CLAIMS, DEMANDS, ACTIONS OF ANY KIND WHATSOEVER ARISING OUT OF AND IN CONNECTION WITH THE AGREEMENT OR PROSECUTION OF WORK UNDER IT, WHETHER SUCH CLAIMS, DEMANDS, ACTIONS, OR LIABILITY ARE CAUSED BY THE CONTRACTOR, IT'S AGENTS, EMPLOYEES, SUBCONTRACTORS, PRODUCTS INSTALLED ON THE PROJECT OR CAUSED BY ANY OTHER PARTY. 5. CONSTRUCTION PROCEDURES, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING STANDARDS UNLESS OTHERWISE MODIFIED ON THE DRAWINGS OR IN THESE NOTES OR SPECIFICATIONS. 5.1. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION - ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT 5.2. INTERNATIONAL BUILDING CODE 5.3. ACI 315 MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES 5.4. CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCIN 6. SITE 6.1. CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 6.2. CONTRACTOR IS NOT TO PERFORM WORK BEYOND THE DESIGNATED WORK LIMITS WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNER. 6.3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO: DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING CONDITIONS. 6.4. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE, ALL ITEMS, SHOWN TO BE REMOVED OR RELOCATED AND NOT SHOWN WITHIN CONSTRUCTION LIMITS AND WHERE REQUIRED TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. 6.5. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED MANHOLES, VALVE BOXES, ETC. TO FINISH GRADE, WHERE REQUIRED. 7. STRUCTURES 7.1. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT IN TO INVERT OUT. 7.2. BEDDING FOR STORM STRUCTURES SHALL CONSIST OF A MINIMUM OF 6-INCHES OF COMPACTED #57 STONE ON TOP OF COMPACTED SUBG 7.3. AREAS EXPOSED BY EXCAVATION OR STRIPPING AND ON WHICH SUBGRADE PREPARATIONS ARE TO BE PERFORMED SHALL BE SCARIFIED TO MINIMUM DEPTH OF 0'-8" AND COMPACTED TO MINIMUM OF 95% OPTIMUM DENSITY. ANY AREAS THAT FAIL COMPACTION ARE TO BE STABILIZED AS DIRECTED BY THE ENGINEER. 8. PRIOR TO PLACING FILL IN LOW AREAS, SUCH AS PREVIOUSLY EXISTING CREEKS, PONDS, OR LAKES, PERFORM FOLLOWING PROCEDURES: 8.1. DRAIN WATER OUT BY GRAVITY WITH DITCH HAVING FLOW LINE LOWER THAN LOWEST ELEVATION IN LOW AREA. IF DRAINAGE CANNOT BE PERFORMED BY GRAVITY DITCH, USE ADEQUATE PUMP TO OBTAIN THE SAME RESULTS. 8.2. AFTER DRAINAGE OF LOW AREA IS COMPLETE, REMOVE MULCH, MUD DEBRIS, AND OTHER UNSUITABLE MATERIAL BY USING ACCEPTABLE EQUIPMENT AND METHODS THAT WILL KEEP NATURAL SOILS UNDERLYING LOW AREA DRY AND UNDISTURBED. 9. UTILITIES 9.1. AN ATTEMPT HAS BEEN MADE TO APPROXIMATELY LOCATE UTILITIES ON THE DRAWINGS. 9.2. UTILITIES SHOWN ON THE DRAWINGS WERE LOCATED BY VISUAL OBSERVATION, AND BY TRANSCRIBING FROM RECORD MAPS AND PLANS. 9.3. NO EXCAVATIONS WERE MADE TO CONFIRM SUB-SURFACE UTILITIES. NEITHER THE SURVEYOR NOR PROJECT ENGINEER GUARANTEES THAT ALL UTILITIES HAVE BEEN SHOWN, OR THAT THOSE SHOWN ARE FULLY ACCURATE. 9.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADJUSTMENTS AND/OR RELOCATION OF EXISTING UTILITIES THAT ARE DAMAGED AS A RESULT OF WORK OF THIS PROJECT. 9.5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROPERLY DISCONNECTING, ABANDONING, RELOCATING, AND/OR ADJUSTING ALL AFFECTED UTILITIES WITHIN THE PROJECT AREA. 9.6. ALL UTILITY WORK SHALL BE COORDINATED AND EXECUTED IN ACCORDANCE WITH THE OWNER AND/OR GOVERNING UTILITY COMPANY CODES, SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. 9.7. DESIGN AND ALIGNMENT OF UNDERGROUND TELEPHONE, TV CABLE, GAS AND ELECTRIC SERVICES SHALL BE PROVIDED BY THE INDIVIDUAL UTILITIES AND ARE NOT NECESSARILY SHOWN WITH THESE PLANS. CONTRACTOR SHALL PROVIDE CONDUITS SIZED TO ACCOMMODATE UTILITY ROUTING WITH PULL STRINGS WHERE NECESSARY. 9.8. CONTRACTOR TO PROVIDE ALL NECESSARY APPURTENANCES NECESSARY FOR COMPLETE UTILITY SERVICES WHICH ARE NOT PROVIDED BY THE UTILITY COMPANY. 9.9. WATER LINE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LIBERTY UTILITIES. SERVICE LINE WORK SHALL BE COMPLETED BY A LICENSED PLUMBER AND COMPLY WITH ARKANSAS PLUMBING CODE. 9.10 SEWER LINE WORK SHALL COMPLY WITH THE REQUIREMENTS OF LIBERTY UTILITIES. SERVICE LINE WORK SHALL BE COMPLETED BY A LICENSED PLUMBER AND COMPLY WITH ARKANSAS PLUMBING C 10. DISPOSAL OF DEBRIS, WASTE OR SPOIL 10.9. BURNING OF DEBRIS AND WASTE IS NOT ALLOWED. CONTRACTOR MAY BE REQUIRED TO PROPERLY HAUL AWAY AND DISPOSE OF ANY WASTE MATERIAL REMOVED FROM THE SITE. 10.10. ANY WASTE OR SPOIL MATERIAL WHICH IS EXCAVATED FROM THE JOB SITE IS TO BE DISPOSED OF AS DIRECTED BY THE ENGINEER OR OWNER. 10.11. REMOVAL AND DISPOSAL OF EXCAVATED WASTE MATERIAL IS CONSIDERED SUBSIDIARY TO ALL OTHER ITEMS IN THE PROJECT, AND WILL NOT BE PAID FOR SEPARATELY. 10.12. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF DEMOLISHED MATERIAL REMOVED FROM THIS SITE. 10.13. CONTRACTOR SHALL REMOVE FROM SITE AND DISPOSE OF MATERIAL ENCOUNTERED IN GRADING OPERATIONS THAT, IN OPINION OF THE ENGINEER, IS UNSUITABLE OR UNDESIRABLE FOR BACKFILLING OR SUBGRADE PURPOSES. DISPOSE OF IN A MANNER SATISFACTORY TO ENGINEER. BACKFILL UNDERCUT AREAS WITH LAYERS OF SUITABLE MATERIAL AND COMPACT AS SPECIFIED HEREIN. 11. SUBSTITUTIONS 11.1. SUBSTITUTIONS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL FROM THE PROJECT ENGINEER. 12. ENVIRONMENTAL 12.1. THE CONTRACTOR IS TO MEET ALL ENVIRONMENTAL REQUIREMENTS OF THE OWNER AND ANY REGULATORY AGENCY HAVING AUTHORITY OVER THIS SITE. 12.2. THE CONTRACTOR IS TO UTILIZE BEST MANAGEMENT PRACTICES (BMP'S) FOR CONTROL OF EROSION DURING ALL CONSTRUCTION PHASES OF THIS PROJECT. 12.3. MINIMUM BMP'S REQUIRED FOR THE PROJECT ARE LISTED ON SHEET THESE PLANS. CONTRACTOR SHALL PROVIDE THESE BMP'S AND ANY OTHERS REQUIRED FOR THE PROJECT. 12.4. CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF ACCUMULATED TRASH AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING MEASURES TO AVOID TRACKING OF MUD, DIRT, ROCKS, AND DEBRIS ONTO AREAS OUTSIDE THE PROJECT AREA. CONTRACTOR SHALL CLEAN PAVEMENTS WHEN NECESSARY OR AS OTHERWISE DIRECTED, AND SHALL CONTROL DUST BY SWEEPING AND WATERING AS NEEDED. DE-TRACKING MAY BE REQUIRED AT ALL ENTRANCES. 13. FINAL SITE CONDITIONS 13.1. ALL DISTURBED AREAS NOT RECEIVING PAVEMENT OR LANDSCAPING SHALL HAVE VEGETATION ESTABLISHED AT TIME OF FINAL INSPECTION. 13.2. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPE 2H:1V OR STEEPER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 13.3. ALL CUT OR FILL SLOPES SHALL BE 3H:1V OR FLATTER UNLESS OTHERWISE NOTED. 13.4. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS 13.5. UPON PARTIAL OR FINAL COMPLETION OF GRADING WORK, SPREAD TOPSOIL, SEED, FERTILIZER, AND MULCH IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE STORM WATER POLLUTION PREVENTION PL G1.0 Date:REVISIONACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800Sheet Number: Project No: Contents: GENERAL NOTES WEST BASELINE ROADMARGO LANE (PRIVATE) S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' 433'-5" 433'-512"152'124'-6"12" WATERLINEConnect to City Sewer 1000' Away 6' HIGH FENCE PARENT PARCEL PARCEL # 45L0520000800 PROPOSED SITE PARCEL # 45L0520000702 PARCEL # 45L0520000702 PARCEL # 45L0520000702 PROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY V1.0REVISIONSheet Number: Project No: Contents: EXISTING CONDITION AND DEMO PLAN PARCEL # 45L0520000800ACE BUILDERSKEN+1 (870) 413-1402 C1.0REVISIONSheet Number: Project No: Contents: 3D PARCEL # 45L0520000800ACE BUILDERSKEN+1 (870) 413-1402 10'-6"6"10'-6"6"10'-6"6"8"33'8'10' 7'-5"2'-6"5'-6"2'-6"4'2'6'2'-6"10'8'6'2'-6"5'-6"2'-6"4' 7'-5"10'-6"5'5' FRONT ELEVATION 10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'33'RIGHT SIDE ELEVATION 10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'10'-6"6"2'6'9'-10"2'-6"8'4' 5'2'-6"4'33'LEFT SIDE ELEVATION C1.1REVISIONSheet Number: Project No: Contents: ELEVATIONS PARCEL # 45L0520000800ACE BUILDERSKEN+1 (870) 413-1402 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROADExcess water from parking goes this way 8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 'R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0"65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basincatchment basinC C C C1.2REVISIONSheet Number: Project No: Contents: ROAD PARCEL # 45L0520000800STRIPING PROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY ACE BUILDERSKEN+1 (870) 413-1402 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROADExcess water from parking goes this way 8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 'R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-712"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0"65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINEPROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY C2.0REVISIONSheet Number: Project No: Contents: SITE PLAN PARCEL # 45L0520000800ACE BUILDERSKEN+1 (870) 413-1402 Project No: DR-1REVISIONContents: C2aACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 Project No: WR-1REVISIONContents: C2bACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 Project No: WR-2REVISIONContents: C2cACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 C2.1 Sheet Number: Project No: SITE DETAILS REVISIONACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROADExcess water from parking goes this way 8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 'R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0"65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basincatchment basinC C C PROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY C3.0REVISIONSheet Number: Project No: Contents: UTILITY PARCEL # 45L0520000800 PLAN 4" SANITARY SEWER SERVICE LINE 185 L.F. OF 4" SANITARY SEWER TO BUILDING @ 1% MIN SLOPE, INSTALL 4''STUB OUT IN SLAB FOR EACH BUILDING BAY 4" CLEANOUT DOUBLE 4" SANITARY SEWERSERVICE CLEAN OUT, INSTALL PER ALL APPLICABLE PLUMBING CODES OF THE CITY OF LITTLE ROCK 4" CLEANOUT 4" SANITARY SEWER SERVICE LINE ACE BUILDERSKEN+1 (870) 413-1402 C3.1 Date:REVISIONSheet Number: Project No: Contents: WATER DETAILS ACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 C3.2 Sheet Number: Project No: SEWER DETAILS ACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROAD8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 ' R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-712"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basincatchment basinC C C PLUMBING PLAN F.F:333' F.F:331' F.F:333.5' F.F:334' F.F:334.5' F.F:335' F.F:331.5' F.F:332' F.F:332.5' F.F:333' 0.5% SLOPE 0.5% SLOPE 10' UP 33'50'StaircaseStaircaseUP 33' 46'-41 2" 46'-41 2"33'33'50'33' 33'46'-41 2" 33'46'-41 2"30'30'THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1500 sqft THREE-BED 1500 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft 30'30'M M P1.0REVISIONSheet Number: Project No: Contents:PARCEL # 45L0520000800PLUMBING PLAN PLUMBING LEGEND - SAME SYMBOLS MAY NOT BE USED PLUMBING SYMBOLS R M ELBOW DOWN TEE UP OR ELBOW UP OR GATE VALVE BALL VALVE TEE UP TEE ( TOP, SIDE, BOTTOM) UNION CONNECTION CHECK VALVE ISOLATION VALVE (VERTICAL INSTALLATION) ISOLATION VALVE HWR CIRCUIT FLOW CONTROL VALVE NATURAL GAS COCK REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY (AZBP) NATURAL GAS METER W/REG NATURAL GAS REGULATOR HOSE BIBB NATURAL GAS CONNECTION NEW PLUMBING FIXTURE WATER METER DOMESTIV WATER AND FIRE PROTECTION: OR FW DEMESTIC SEWER SS FCO COTG WCO DCOTG HD FD FS GW DOMESTIVC COLD WATER FILTERED COLD WATER DOMESTIC HOT WATER (110 F) UNDER SLAB PIPING SANITARY SEWER SEWER VENT SITE SANITARY SEWER FLOOR CLEANOUT (SIZE SHALL BE SAME AS CARRIER PIPE) CLEANOUT TO GRADE (SIZE SHALL BE SAME AS CARRIER PIPE) WALL CLEANOUT (SIZE SHALL BE SAME AS CARRIER PIPE) DOUBLE CLEANOUT TO GRADE (SIZE SHALL BE SAME AS CARRIER PIPE) HUB DRAIN (SIZE SHALL BE SAME AS CARRIER PIPE) FLOOR DRAIN (SIZE SHALL BE SAME AS CARRIER PIPE) FLOOR SINK (SIZE SHALL BE SAME AS CARRIER PIPE) GREASE WASTE FCO 4" TO CITY DRAIN FPWH FCO FPWH 4" TO CITY DRAIN ACE BUILDERSKEN+1 (870) 413-1402 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROAD8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 'R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0"65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basincatchment basinExcess water from parking goes this way PROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY SP.1REVISIONSheet Number: Project No: Contents: STORM-WATER PARCEL # 45L0520000800CALCULATION AND DISCHARGE PIPE Site depth ≈ 433 ft,Site width ≈ 152 ft,Approximate site area:433 × 152 = 65,816 sq.ft= 1.51 acres Assume Impervious Coverage:Building roof, Parking (88 spaces), Internal roads Typical multifamily impervious = 75–85% We use conservative:1.51 × 0.80 = 1.21 impervious acres, Since project connects to city sewer 1000 ft away, assume: 10-year storm Rainfall intensity (i) = 5 in/hr (typical design storm)=Q=C×I×A Where: C = 0.90 (asphalt + roof),I = 5 in/hr A = 1.21 acres Q=0.90×5×1.21 Q=5.45 cfs SUMMARY OF RECOMMENDATION Design Flow 5.5 cfs,Secondary Pipes 12" dia.Main Trunk 18" dia, Slope 0.5% minimum Catch Basins Every 80–100 ft,Road Crossing 18" bored casing ACE BUILDERSKEN+1 (870) 413-1402 E1.0 Sheet Number: Project No: ELECTRICAL NOTES REVISIONELECTRICAL SPECIFICATIONS ACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROAD8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 ' R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basinC C C ELECTRICAL PLAN F.F:333' F.F:331' F.F:333.5' F.F:334' F.F:334.5' F.F:335' F.F:331.5' F.F:332' F.F:332.5' F.F:333' 0.5% SLOPE 0.5% SLOPE 10' UPStaircase StaircaseUP30'30'THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1391.25 sqft THREE-BED 1500 sqft THREE-BED 1500 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft TWO-BED 900 sqft 30'30'E1.1 Sheet Number: Project No: ELECTRICAL PLAN REVISIOND D D D D D D D D J M M M M M M M M M M M M M M K K J L1-9 L1-9ACE BUILDERSKEN+1 (870) 413-1402PARCEL # 45L0520000800 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROADExcess water from parking goes this way 8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 ' R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0" F.F:336'65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINE19'-9"catchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basincatchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basin catchment basincatchment basinC C C GRADING PLAN F.F:333' F.F:331' F.F:333.5' F.F:334' F.F:334.5' F.F:335' F.F:331.5' F.F:332' F.F:332.5' F.F:333' 0.5% SLOPE 0.5% SLOPE PROPERTY LINE SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY C5.0REVISIONSheet Number: Project No: Contents: GRADING ANDPARCEL # 45L0520000800DRAINAGE F.F:332' F.F:332' F.F:332' F.F:332' PLAN ACE BUILDERSKEN+1 (870) 413-1402 WEST BASELINE ROADMARGO LANE (PRIVATE)XXXXXXXXXXXXXXXXXXXPROPOSED ROAD PROPOSED ROAD8'-6"S 02°20'34" W 433.45'S 87°39'56" E 152.0'S 02°20'34" W 423.45' Connect to City Sewer 1000' Away 12" WATERLINE19'20'-71 2"12x Parking LotsEntranceEntrance23x Parking Lots 23x Parking Lots 20'19'5'R3 0 ' 12'-9"9'1 8 ' - 0 1 2"R1 'R1'14x Parking Lots9x Parking Lots7x Parking Lots5'5'5' 20'-71 2"9'18'9'18'9'18'9'20'6' HIGH FENCE 5'BUILDING 294'-9"x65'-0"65'294'-9"5'11'8'11'5'8'8'5'11'11'5'8'ASPHALT ASPHALT ASPHALT 17'-9" 12'-9" 1 8 '9'ELECTRIC LINEC C C PROPERTY LINE OVERHEAD ELECTRIC BUILDING SETBACK LINE SANITARY SEWER SANITARY SEWER MANHOLE POWER POLE HANDICAP PARKING WATER LINE FENCE (TBD) DIRECTION OF TRAFFIC STORMWATER MANHOLE LEGEND UTILITY EASEMENT - EXISTINGPROPERTY CORNER 100 YR FLOOD PLAIN BOUNDARY FLOODWAY BOUNDARY C6.0REVISIONSheet Number: Project No: Contents: LANDSCAPING PARCEL # 45L0520000800PLAN PROPOSED COMPACT HOLLY SHRUB, MIN. 18" HEIGHT, MIN 3' ON CENTERS, TYPICAL OF 64, ( SIDE PERIM. PLANTING STRIP) PROPOSED ENCORE AZALEA SHRUB, MIN. 18" HEIGHT, MINIMUM 3' ON CENTER, TYPICAL OF 64, ( STREET PERIM. PLANTING STRIP) PROPOSED TEDDY BEAR MAGNOLIA TREE, MIN. 2' CALIPER, TYPICAL OF SEVEN (7), (INTERIOR TREE PLANTING) PROPOSED CHINESE PISTACHE TREE, MIN. 2" CALIPER, TYPICAL OF NINE (9) ( STREET PERIM. PLANTING STRIP) PROPOSED TEDDY BEAR MAGNOLIA TREE, MIN. 2" CALIPER, TYPICAL OF EIGHT (8), (SIDE PERI M. PLANTING STRIP)ACE BUILDERSKEN+1 (870) 413-1402 TREE PLANTING DETAIL Root ball surface shall be positioned to be one - quarter above finished grade. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. Trunk caliper shall be 2" minimum 3x widest dimension of root ball. Bottom of root ball rests on existing or recompacted soil. Existing site soil added to create a smooth transition from the top of the raised root ball to the finished grade at a 15% max. slope. Existing soil. Original grade. Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Finished grade. SHRUB PLANTING DETAIL Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. 3x's widest dimension of root ball. Rootball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. Root ball rests on existing or recompacted soil. Slope sides of loosened soil. Existing soil. Finished grade. Shrub.10'0"10'0"10'0" GARBAGE DUMPSTER PAD - EAST3" TYP.FROST PROOF YARD HYDRANT DETAIL GARBAGE DUMPSTER PAD - WEST 10'-1"10'-1"9'-0"3" TYP.Date: Contents: C7 Sheet Number: Project No: MISCELLANEOUS DETAILS REVISIONPARCEL # 45L0520000800ACE BUILDERSKEN+1 (870) 413-1402