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Home My WebLink AboutZ-5276-A Map 3PROVIDE HANDI1AP RAMPS AS REQUIRED IN ACCORDANCE WITH SECTION 1-75. OF LITTLE ROCK CODE REMOVE EXISTINC CURB CUT AND INSTALL NEW CURB AND GUTTER 4STALL NEW CONCRETE APRON ER CITY OF LITTLE ROCK TANDARDS D O W z INSTALL W J SIDEWA al0 z U i i i PROVIDE 20 LINEAR FEET OF 18' OIA RCP CULVERT WITH FLA;Z ED END SECTION + PROPERTY LINE ONE WAY a EXISTING TREE- 5"0 - I 1. 15 TOTAL PARKING SPACES ARE PROVIDED WITH 2 HANDICAP ACCESSIBLE LITTLE ROCK WASTEWATER SPACES (ADJACENT TO HEADQUARTERS BUILDING). 501-688-1452 (ENGINEERING) a 501-223-1509 (EMERGENCY) 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. PROVIDE HANDIC RAMPS AS CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE CENTRAL ARKANSAS WATER 221 EAST CAPITOL PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. LITTLE ROCK, ARKANSAS 5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR REQUI�ED IN ACC DANCE DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY ELECTRIC: + ENTERGY ARKANSAS, INC. 6. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY o "TH ECTION 31 75 OF TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE 501-377-4000 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 NATURAL GAS: ^ LITTLE ROCK COD DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501.379.1817. 400 WEST CAPITOL #600 8. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN LITTLE ROCK, ARKANSAS IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE 888-498.0409 MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS i REGARDING STRIPING. p 0 'PAINTED STRIPING I -G" O.C. AT 45' 1 FRONT OF RAMP i CONNECT 0 EXISTING WHITE REFLECTIVE) 1 SANITARY SEWER M/H I I PAVEMENT I VS + � SLOPEIN 2.4T • p. I EXISTING 9.00' 9.00' SAN SEWER 9,34' MANHOLE -24"0 10. EXISTING BUILDING NE WATER METER BOX- 15'x15" 1 \ \�__30' R.O.W. LINE \ A m n 1 59.65' EXISTING EXISTING TREE- 7`0 „) EXISTING FENCE ® I POWER /'CALLARY PEAR" PROPERTY LINE I I POLE 80.0' - UTILITY EASEMENT ' 5' �o I I � I I 1 I � I I I` A NEW BUILDING I 1 I I � I � I I y� I 36.00 PROPERTY LINE 17.67 (, 13.51' d / m ^' GONG / WALK / S HC / N / H EXISTING POWER / •qn HC POLE \A, / 8y / I P / , kUbry �O + S , / / M / / � o \ ` PROPERTY LIN \ \EXISTING / FIRE HYD \ m >. REMOVE EXISTICURB CUT + AND NST NEw CURB AND GUT E INSTALL CONCRETE APRON PER ANSAS HIGHWAY DEPT. STANDARDS PROM 30 LINEAR FEET OF 18' A RCP CULVERT WTH ARED END SECTION SITE LAYOUT PLAN SCALE: V=20'4" NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB LANDSCAPING LEGEND + WILLOW OAK MIN 2" CALIPER AT PLANTING TREE FORM 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 OA SOLID SOD 6""MIN MIN TOP SOIL O n N 9♦, o - o i Know what's below. REFER TPAVEEO THS POIN NS Cal I before you dig. V-4" B FINISH GRADE 6" THICK OF 3000 PSI CONCRETE W/#3 BARS(� 15" ON CENTER, EACH DIRECTION ON 3" HIGH SAND R?* (L 20 10 0 20 40FT SCALE: 1"= 20' UTILITIES GENERAL NOTES SANITARY SEWER: 1. 15 TOTAL PARKING SPACES ARE PROVIDED WITH 2 HANDICAP ACCESSIBLE LITTLE ROCK WASTEWATER SPACES (ADJACENT TO HEADQUARTERS BUILDING). 501-688-1452 (ENGINEERING) 2. SEATING CAPACITY OF BUILDING IS 44 PERSONS: 1 PARKING SPACE PER 4 SEATS = 11 REQUIRED PARKING SPACES 501-223-1509 (EMERGENCY) 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. 4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF WATER: CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE CENTRAL ARKANSAS WATER 221 EAST CAPITOL PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. LITTLE ROCK, ARKANSAS 5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR 501-372-5161 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 ELECTRIC: SHALL CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA GUIDELINES. ENTERGY ARKANSAS, INC. 6. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY 425 WEST CAPITOL AVENUE PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR LITTLE ROCK, ARKANSAS TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE 501-377-4000 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 NATURAL GAS: CENTERPOINT ENERGY DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501.379.1817. 400 WEST CAPITOL #600 8. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN LITTLE ROCK, ARKANSAS IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE 888-498.0409 MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS i REGARDING STRIPING. CHAIRS Cal. 36" ON CENTER, MAX IN ALL DIRECTIONS OR Wl6x6 - W1.9 x W1.9 SHEET MESH ONLY ON SAND CHAIRS AS DESCRIBED ABOVE 6" THICK CLASS 7 SB -2 CRUSHED - STONE COMPACT D T 95%p STANDARD PROCTORDENSMY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONST'N 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 NOT TO SCALE CONCRETE 2" OF HMAC TYPE 3 SURFACE COURSE CONFORMING TO SECTION 407 OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT AHTD STANDARD SPECIFICATIONS OR H GHWAY CONSTRUCTION, 1996 OR 2003 EDITION 6" THICK CLASS 7 (SB -2) CRUSHED e STONE COMPACTED TO 95%RD `jj PROCTORDENSITY CONFORMING LNG T TO II II II I II �� SECTION 303 OF THE (AHTD) STANDARD 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 PR TY LINE NE EXISTIN CURB CUT INSTALL NE CURB AND\Adh ER \lll ONE WAY EXISTING TREE- 5"0 "BRADFORD PEAR' Of W J INSTALL N W Q SIDEWALK z Z 3 rym J y0� b (STING TREE- m v �- �9-57 -- n i� / EXISTING // ,EXISTING TREE- 7"0 "T POWER v ri PROPFENCE CALLARY PEAR" I PROPERTY LINE POLE 80.0' UTILITY EASEMENT ' 5' •�� wZ �00 I � C,, I�_`-i M V \ o 'v W Ln kr) A NEW BUILDING � V Q, y a� �o / I PROPERTY LINE 1 >I / xPoo, off He EXISTING / POWER HC �' POLE I EXISTING / AN SEWER M4 NHOLE-24"0 t J 4o\ / \9L / / r \ / Op / / O I � �P EXISTING WATER / BOX- 15'x15" \ \ \\ PROPERTY LIN \ \EXISTING / FIRE HYD 20 10 0 / SCALE: 1"= 20' �l / SITE LANDSCAPING PLAN SCALE: 1"=20'-0" 4 LB/FT "U" CHANNEL (GALVANIZED) C 1 1/4" WEU W_ W mag z Syo mwq 0 L 3 7/2" -1 POST SECTION SIDEWALK �_ SIGN OR FIN. GRADE NUT AND LOCK WASHER CONCRETE 5/16" MACHINE 1 SCREW OR BOLT 6"4 POST MOUNTING 4 1 II I G110 PARKING ONLY VAN ACCESSIBLE PARTIAL ELEVATION SIGN POST W ACCESSIBILITY EDGE OF WALK (AGAINST SYMBOL EACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED D BELOW. (VAN ACCESSIBLE SIGN NOT � ■ REM). WI MIN. 8' _J STRIPED AISLE) FACE OF WALK ACCESSIBLE RAMP. SEE DETAIL WHEELSTOP SEE DETAIL (REV'D. IF WALK WIDTHIS LESS THAN 7'-0") i p 0 'PAINTED STRIPING -G" O.C. AT 45' 1 FRONT OF RAMP WHITE REFLECTIVE) NI PAVEMENT SLOPEIN 2.4T ON] 9.00' 9.00' 9.00' ACCESSIBLE PARKING STALLS OR CURB EDGE OF RAMP TO BE FLUSH WITH PARKING LOT SURFACE W RAMP UP TO ]EWALK IN 1. ALL LANDSCAPING SHALL COMPLY WITH CITY OF LITTLE ROCK LANDSCAPING ORDINANCE AND ZONING REGULATIONS. 2. ALL SITE PERIMETER TREES SHALL PROVIDE AN (8) 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 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. 4. PROVIDE MULCH AND EDGING IN ISLANDS AND AROUND BASE OF ALL LANDSCAPED AREAS 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. 1. 7,264 SF TOTAL PAVEMENTVVALKS/BUILDINGS. 2. 7,264 SF x 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 W1.4 W.W.F. ON 6" THICK SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM RUNNING SLOPE IS 5W MAXIMUM CROSS SLOPE IS 2%. CONCRETE WALK SECTION NOT TO SCALE 40FT \I1�Inll urrrrrr �E OFAUr , ........., 1 11. PHILLIP LENS •'1 (W1; ENGINEERING, INC.: 9't No. 566 :' �Z_ '"rry11111111��\` \ Z U O CNI I-- _1-1 cz � (>3 a >� a 'E VJ _� O O 4-1 a U PROJECT NUMBER: SHEET ISSUE DATE: APR 2016 PAGE TITLE: SITE PLAN SHEET NUMBER: C1.1