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Home My WebLink AboutZ-5276-A Map 41 PROVIDE HANDICAP RAMPS AS REQUIRED IN ACCORDANCE WITH SECTION 1-75 OF LITTLE ROCK CODE REMOVE EXISTING CURB CUT AND INSTALL NEVCURB AND UTTER I STALL NEW CO RETE APRON ER CITY OF LI LL ROCK TANDARDS y D: O L W Z INSTALL W Q SIDEWA J Q 0 Z Q J U PROVI&E HANDIC RAMPS AS REQUIED IN ACC RDANCE Yd TIi ECTION 31 75 OF LITTLE ROCK COD I I i I PR��W1I .^'DE 20 LINEAR FEET OF 18' IA RCP CULVERT WITH FLARED END SECTION + III PROPERTY LINE ONE WAY EXISTING TREE- 5"0 "BRADFORD PEAR" TREE- "011 D PEA�2_ a 1 CONNECT 0 EXISTING I / I-i�� t SANITARY SEWER M/H r� 4 I • p. 1 EXISTING 1 SAN SEWER q 3k 2 MANHOLE -24"m I S EXISTING BUILDING E WATER METER BOX- 15"X15" Sn 1 \ \ �30' R.O.W. LINE 59.55' iv /T— I \ EXISTING EXISTING TREE- 7"0 n EXISTING FENCE 0 POWER CALLARY PEAR" PROPERTY LINE I POLE UTILITY EASEMENT 1 T:2 I 1 II40,I It 1 zt la A NEW BUILDING I i � I I 1 0 m f I 36.00 I/ 1 0 GO/ I 1 PROPERTY LINE 17.67'13 .51' °J / I 1 a / m of �' CONK / WALK c HCp / N EXISTING POWER / HC / � POLE 0 / X19", + ILG�/ / l �M \ � I /0010 \ \ PROPERTY LIN \ \EXISTING / FIRE HYD Know what's below. Call before you dig. i L\� / \REMOVE EXISTINF, CURB CUT + AND INST NEW CURB AND GUT INSTALL CONCRETE APRON PER ANSAS HIGHWAY DEPT. STANDARDS PROM 30 LINEAR FEET OF 18' A RCP CULVERT WITH ARED END SECTION SITE LAYOUT PLAN SCALE: 1"=20'4' NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB 20 10 0 20 40FT SCALE: 1"= 20' UTILITIES GENERAL NOTES SANITARY SEWER: LITTLE ROCK WASTEWATER 501-688-1452 (ENGINEERING) 501-223-1509 (EMERGENCY) WATER: CENTRAL ARKANSAS WATER 221 EAST CAPITOL LITTLE ROCK, ARKANSAS 501-372-5161 ELECTRIC: ENTERGY ARKANSAS, INC. 425 WEST CAPITOL AVENUE LITTLE ROCK, ARKANSAS 501-377-4000 NATURAL GAS: CENTERPOINT ENERGY 400 WEST CAPITOL #600 LITTLE ROCK, ARKANSAS 888-498-0409 1. 15 TOTAL PARKING SPACES ARE PROVIDED WITH 2 HANDICAP ACCESSIBLE SPACES (ADJACENT TO HEADQUARTERS BUILDING). 2. SEATING CAPACITY OF BUILDING IS 44 PERSONS: 1 PARKING SPACE PER 4 SEATS = 11 REQUIRED PARKING SPACES 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. 4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE APRONS WITHING THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE. REMOVED ABANDONED DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA GUIDELINES. 6. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. 7. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE RIGHT-OF-WAY. . CONTACT TRAFFIC ENGINEERING AT 501.379.1817. 8. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS REGARDING STRIPING. LANDSCAPING LEGEND + WILLOW OAK MIN 2" CALIPER AT PLANTING TREE HOLLY2 RM FOSTER HOLLY 2" MIN CALIPER O DWARF BURFORD HOLLY 18 MIN HT AT INSTALLATION • CLARA INDIAN HAWTHORNE 18" MIN HT AT INSTALLATION ® EMERALD GREEN ARBORVIATE 3 GALLON SHREDDED HARDWOOD MULCH MIN 3" DEPTH HYBRID 419 BERMUDA SOLID SOD 6" MIN TOP SOIL PAVEMENT DIMENSIONS REFER TO THIS POINT 6" THICK OF 3000 PSI CONCRETE W/#3 BARS (� 15" ON CENTER EACH DIRECTION ON 3" HIGH SAND CHAIRS (07 36" ON CENTER, MAX IN ALL DIRECTIONS OR W/6x6 - W1.9 x W1.9 SHEET MESH ONLY ON SAND CHAIRS AS DESCRIBED ABOVE n . 6" THICK CLASS 7 (SB -21 CRUSHED .' STONE COMPACTED TO 95% STANDARD PROCTORDENSITY CONFORMING TO • : ' •o SECTION 303 OF THE (AHTD) STANDARD o SPECIFICATIONS FOR HIGHWAY CONST'N + STALLTIN E�'CCURB URS CUT _RVE I \ll PROBERTY LINE O ONE WAY EXISTING TREE- 5"0 "BRADFORD PEAR" FINISH GRADE • z y z + 6" THICK CLASS 7 (SB -2) CRUSHED 2. ALL SITE PERIMETER TREES SHALL PROVIDE AN (S) EIGHT FOOT HEIGHT CLIMB Ln i" o STONE COMPACTED TO 95% STANDARD mjU az L, W m2O DRIVES AND PAVED AREAS FOR IRRIGATION PIPING. SLEEVING SHALL BE BURIED A MINIMUM GLV • _1 4 m O CONTRACTOR AND SHALL EXTEND OUT A MINIMUM OF 18" PAST ANY CURB OR PAVING. ..*.. 4. PROVIDE MULCH AND EDGING IN ISLANDS AND AROUND BASE OF ALL LANDSCAPED AREAS I.. J'. m WITH PROTECTIVE FENCING AND PROTECTED FROM DEVELOPMENT ACTIVITIES. INSTALL N W,�� Q SIDEWALK WALK WIDTH IS z LESS THAN 7' Q 0 ' PAINTED STRIPING Rai � N ry'e U I I 1 (7v 59.5 R iv /T EXISTING ,EXISTING TREE- 7"0 I POWER v M EXISTING FENCE 'CALLARY PEAR" PROPERTY LINE I 1 POLE 800, UTILITY EASEMENT 1 5' I � l 7 W F o I� z �kn kn 0 A NEW BUILDING m con I [�D 1 Q �F-+ zU / ] PROPERTY LINE 7HC .. .. / EXISTING POLE HC / 1 EXISTING / 1 SAN SEWER MANHOLE -24"O \ / �r / 00 1 EXISTING WATER METER / BOX- 15"x15" / 0""', 0 / / I N \ PROPERTY LIN \ EXISTING / FIRE HYD / 20 10 0 �_ SCALE: 1"= 20' / SITE LANDSCAPING PLAN SCALE: 1"=20'-0" 1'-4- 6' FINISH GRADE • z y z Rg. 6" THICK CLASS 7 (SB -2) CRUSHED 2. ALL SITE PERIMETER TREES SHALL PROVIDE AN (S) EIGHT FOOT HEIGHT CLIMB R i" o STONE COMPACTED TO 95% STANDARD mjU az 3. GENERAL CONTRACTOR SHALL PROVIDE SCHEDULE 40 PVC SLEEVING 4" OR 6" UNDER ALL m2O DRIVES AND PAVED AREAS FOR IRRIGATION PIPING. SLEEVING SHALL BE BURIED A MINIMUM GLV • _1 4 m O CONTRACTOR AND SHALL EXTEND OUT A MINIMUM OF 18" PAST ANY CURB OR PAVING. PARKING i 6" THICK SUBGRADE COMPACTED 6" THICK OF EXISTING SUBGRADE TO 90% STANDARD PROCTOR SCARIFIED AND RECOMPACTED TO DENSITY 90% OF MODIFIED PROCTOR DENSITY NOTE: 2'-0" CONCRETE CURB & GUTTER ALL CURBING TO BE 3000 PSI 28 DAY CONCRETE NOT TO SCALE AHTD STANDAR OR H GHWAY CI OR 2003 EDITION SECTION 303 OF THE (AHTD) STANDARD it SPECIFICATIONS FOR HIGHWAY CONST'N ( 6" THICK OF EXISTING SUBGRADE—� SCARIFIED AND RECOMPACTED TO 90% OF MODIFIED PROCTOR DENSITY HMAC ASPHALT SURFACE COURSE NOT TO SCALE SIDEWALK OR FIN. GRADE POST 4 LBIFT "U" CHANNEL (GALVANIZED) 1 to RI L3112" J POST SECTION �— SIGN *NUT AND LOCK WASHER 5116" MACHINE SCREW OR BOLT MOUNTING 20 O • o • o • e O O b b O • o b 6" THICK CLASS 7 (SB -2) CRUSHED 2. ALL SITE PERIMETER TREES SHALL PROVIDE AN (S) EIGHT FOOT HEIGHT CLIMB r° ° .0p > Q e or o STONE COMPACTED TO 95% STANDARD AS NOT TO CREATE OBSTRUCTIONS TO VEHICULAR OR PEDESTRIAN TRAFFIC. 3. GENERAL CONTRACTOR SHALL PROVIDE SCHEDULE 40 PVC SLEEVING 4" OR 6" UNDER ALL PROCTORDENSITY CONFORMING TO DRIVES AND PAVED AREAS FOR IRRIGATION PIPING. SLEEVING SHALL BE BURIED A MINIMUM GLV 4 SECTION 303 OF THE (AHTD) STANDARD it SPECIFICATIONS FOR HIGHWAY CONST'N ( 6" THICK OF EXISTING SUBGRADE—� SCARIFIED AND RECOMPACTED TO 90% OF MODIFIED PROCTOR DENSITY HMAC ASPHALT SURFACE COURSE NOT TO SCALE SIDEWALK OR FIN. GRADE POST 4 LBIFT "U" CHANNEL (GALVANIZED) 1 to RI L3112" J POST SECTION �— SIGN *NUT AND LOCK WASHER 5116" MACHINE SCREW OR BOLT MOUNTING 20 PARTIAL ELEVATION SIGN POST W ACCESSIBILITYEDGE OF WALK (AGAINST SYMBOL 8 "VAN ACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED BELOW. (VAN ACCESSIBLE SIGN NOT REQ'D. WI MIN. 8' STRIPED AISLE) FACE OF WALK ACCESSIBLE 1. ALL LANDSCAPING SHALL COMPLY WITH CITY OF LITTLE ROCK LANDSCAPING ORDINANCE AND ZONING REGULATIONS. _ 2. ALL SITE PERIMETER TREES SHALL PROVIDE AN (S) EIGHT FOOT HEIGHT CLIMB CLEARANCE EXCEPT MULTI -TRUNK SPECIES, WHICH SHALL BE INSTALLED AND MAINTAINED AS NOT TO CREATE OBSTRUCTIONS TO VEHICULAR OR PEDESTRIAN TRAFFIC. 3. GENERAL CONTRACTOR SHALL PROVIDE SCHEDULE 40 PVC SLEEVING 4" OR 6" UNDER ALL DRIVES AND PAVED AREAS FOR IRRIGATION PIPING. SLEEVING SHALL BE BURIED A MINIMUM GLV OF 18" BELOW GRADE AND THE ENDS OF THE SLEEVES CLEARLY MARKED BY THE GENERAL CONTRACTOR AND SHALL EXTEND OUT A MINIMUM OF 18" PAST ANY CURB OR PAVING. PARKING 4. PROVIDE MULCH AND EDGING IN ISLANDS AND AROUND BASE OF ALL LANDSCAPED AREAS ONLY AROUND NEW PARKING LOT PERIMETER. 5. TREES SELECTED FOR PRESERVATION SHALL HAVE THE AREA WITHIN THE DRIP LINE FENED WITH PROTECTIVE FENCING AND PROTECTED FROM DEVELOPMENT ACTIVITIES. V� PARTIAL ELEVATION SIGN POST W ACCESSIBILITYEDGE OF WALK (AGAINST SYMBOL 8 "VAN ACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED BELOW. (VAN ACCESSIBLE SIGN NOT REQ'D. WI MIN. 8' STRIPED AISLE) FACE OF WALK ACCESSIBLE RAMP. SEE DETAIL WHEELSTOP SEE DETAIL (REO'D. IF WALK WIDTH IS LESS THAN 7' 0 ' PAINTED STRIPING N -6' O.C. 45° O 1 FRONT RAMP NHITE REFLECTIVE) SI PAVEMENT MAX. SLOPE 2% IN 9.00' ALL DIRECTIONS. 9.00' _ 9.00' r - ACCESSIBLE PARKING STALLS EDGE OF RAMP TO BE FLUSH WITH PARKING LOT SURFACE W RAMP UP TO )EWALK 1. 7,264 SF TOTAL PAVEMENT/WALKS/BUILDINGS. 2. 7,264 SF 8%= 581 SF OF INTERIOR LANDSCAPE/GREEN SPACE REQUIRED. 3. 662 SF OF INTERIOR LANDSCAPE/GREEN SPACE PROVIDED. 4. SCREENING TREES PROVIDED AT 30 FEET ON CENTER ALONG FRONT PROPERTY LINE 5. WATER SOURCE WILL BE PROVIDED WITHIN 75 FEET OF ALL LANDSCAPED AREAS. SEE PLAN FOR WIDTH 4" CONCRETE SLAB/BRUSH FINISH W/6 x 6- W1.4 x W I A W. W.F. ON 6" THICK SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM RUNNING SLOPE IS 5 % . MAXIMUM CROSS 0 SLOPE IS 2%. -X x X CONCRETE WALK SECTION NOT TO SCALE 40FT MAYu42016 NUMBER: SHEET ISSUE DATE: APR 2016 PAGE TITLE: SITE PLAN SHEET NUMBER: C1.1