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Home My WebLink AboutZ-7699-B Map 2SITE INFORMATION 1. 2.33 ACRES 2. GROSS S.F. OF BUILDING: 19,800 S.F. 3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 24/30' 4. PROPOSED USE: OFFICE PARKING COUNT PROVIDED: REGULAR 9' x 18.5': 81 HANDICAPPED: 4 85 REQUIRED PARKING: 49 SITE AREAS TOTAL AREA = 101,495 SQUARE FEET BUILDING AREA = 21,056 SQUARE FEET 20.8% PARKING AREA = 43,040 SQUARE FEET 42.4% LANDSCAPE AREA = 39,853 SQUARE FEET 36.8% INTERIOR L.S. AREA = 3,476 SQUARE FEET 8.1% PROPOSED ZONING: P.O.D. GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. ALL SEWER ONES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK WASTE WATER UTILITY SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS. 7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. B. ALL AREAS WITHIN THE PARKING LOT ARE TO RECENE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF—SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED. 0 0 D4 O 20 10 0 20 40 SCALE SITE FOUND IRON PIN SET IRON PIN SEWER MANHOLE GAS METER FIRE HYDRANT WATER LINE VALVE WATER METER TELEPHONE BOX POWER POLE GUY WIRE TRANSFORMER OR JCT BOX CABLE TELEVISION BOX PROPERTY LINE BUILDING SETBACK LINE EASEMENT LINE CONC. CURB & CUTTER WOOD PRIVACY FENCE SANITARY SEWER LINE OVERHEAD ELECTRIC LINES FLOWUNE DRAINAGE DITCH PROPOSED CONC. CURB PROPOSED SHRUB AR. HIGHWAY 101CANTRELL ROAD (R.O.W. VARIES) ARKANSAS STATE HWY. 10 _-- --- 4 Mva 1007, y� II 8t3� �`77 ' m RIVACY FENCE .2� � o M CY N = •CIO L) Qi y N 0�300rt 90tltt Qi M O 'a =40 (D� a: .� c d = L Q co co Acttt Blvd - oil 1LbcY a 'b "� _ L Maumelte Station O x w JO. IL F G' Ga w m Sla Ranr:h Ridge Rd o m06 nr a ''yr ryy hloaser Ln Colnttrysrde Cv re � IS !Y Fy Gr'9Yar7 Cl ViK�r�e� a 13 v vhge r ❑r c .dai Lr.a y 2' CY 8 6yQ m Katillus Ct' E9ir ®7� 0 w �Fd70A Forest Ln U' G) aTC k GS hlargeau Dr NorI o �°c d, Valley Facts Dr n W 'bAL SITE INFORMATION 1. 2.33 ACRES 2. GROSS S.F. OF BUILDING: 19,800 S.F. 3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 24/30' 4. PROPOSED USE: OFFICE PARKING COUNT PROVIDED: REGULAR 9' x 18.5': 81 HANDICAPPED: 4 85 REQUIRED PARKING: 49 SITE AREAS TOTAL AREA = 101,495 SQUARE FEET BUILDING AREA = 21,056 SQUARE FEET 20.8% PARKING AREA = 43,040 SQUARE FEET 42.4% LANDSCAPE AREA = 39,853 SQUARE FEET 36.8% INTERIOR L.S. AREA = 3,476 SQUARE FEET 8.1% PROPOSED ZONING: P.O.D. GENERAL NOTES 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. ALL SEWER ONES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK WASTE WATER UTILITY SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO CENTRAL ARKANSAS WATER REQUIREMENTS. 7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. B. ALL AREAS WITHIN THE PARKING LOT ARE TO RECENE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF—SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED. 0 0 D4 O 20 10 0 20 40 SCALE SITE FOUND IRON PIN SET IRON PIN SEWER MANHOLE GAS METER FIRE HYDRANT WATER LINE VALVE WATER METER TELEPHONE BOX POWER POLE GUY WIRE TRANSFORMER OR JCT BOX CABLE TELEVISION BOX PROPERTY LINE BUILDING SETBACK LINE EASEMENT LINE CONC. CURB & CUTTER WOOD PRIVACY FENCE SANITARY SEWER LINE OVERHEAD ELECTRIC LINES FLOWUNE DRAINAGE DITCH PROPOSED CONC. CURB PROPOSED SHRUB AR. HIGHWAY 101CANTRELL ROAD (R.O.W. VARIES) ARKANSAS STATE HWY. 10 _-- --- 4 Mva 1007, y� II 8t3� �`77 ' m RIVACY FENCE .2� � o M CY N = •CIO Qi y N = Qi M O 'a =40 (D� a: .� c d = L Q co co W �Tom �(9�) CD oil 1LbcY _ L O x w JO. IL SCALE 1r = 20' RAWN BY MER CHECKED BY: APPROVED BY DATE : 2/21407 CORPORATE SEAL ICA �D V W Q U) z U Q Lj Y xQ Ld PROJECT N0. 07-001 101 LLQ LNLJ I_ f— � _ U) Is In Z O !n w G' ICA �D V W Q U) z U Q Lj Y xQ Ld PROJECT N0. 07-001 101 LLQ LNLJ I_ f— � _ U) Is