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Home My WebLink AboutZ-5276-A Map 5PROVIDE HAND16P RAMPS AS REQUIRED IN ACCORDANCE I WITH SECTION 1-75 OF LITTLE ROCK CODE REMOVE EXISTINC CURB CUT AND INSTALL NEW CURB AND)II UTTER STALL NEW CON RETE APRON \ ER CITY OF LITTLE ROCK \yl, TANDARDS \ �I [if 'rGi O LOI W Z INSTALL Q SIDEW J <I 0 z Q 3 J U PROV16E HANDIC RAMPS AS REQUTECT,D IN ACC RDANCE WITHON 31 75 OF LITTLOCK CDD ( I I I PR DE 20 LINEAR FEET OF 18' IA RCP CULVERT NTH FLA ED END SECTION + I — PRO=ERN LINE 155.99 8 ONE WAY I + 9 EXISTING TREE- 5"0 "BRADFORD PEAR" + 37,08' I�y: I ryoc fiTASTING TREE- 5'0 BRADFORD PEAF` 'C b e a I CONNECT D EXISTING 1. ALL LANDSCAPING SHALL COMPLY WITH CITY OF LITTLE ROCK LANDSCAPING ORDINANCE I SANITARY SEWER M/H 0y 1 EXISTING I 1 SAN SEWER 1 9' MANHOLE -24"O 1 � 59.65' EXISTING TREE- EXISTING 7"0 n EXISTING FENCE 0 POWER CALLARY PEAR' PROPERTY LINE I POLE 80.0' UTILITY EASEMENT I q � 1 1 10 I 1 I ,a ANEW BUILDING I m yy I I R b I I I I 1 / i mo �f 36.00 17.67' 00 13.51' °� % I 1 PROPERTY LINE $ b � / I I CONIC / WALK / + $ H`i� EXISTING y .0 / j Y HC POLE 4. 1 1 EXISTING BUILDING NE WATER METER BOX- 15"x15" \ \ 30' R.O.W. LINE " E9 / d / Ery �O/ + + \ \ PROPERTY LIN \ \EXISTING / FIRE HYD Know what's Wow. Call before you dig. N s F. REMOVE E%ISTI CURB CUT + R AND INNEW CURB AND GUTTE INSTALL CONCRETE APRON PER ANSAS HIGHWAY DEPT. STANDARDS PROW 30 LINEAR FEET OF 18' A RCP CULVERT WITH ARED END SECTION SITE LAYOUT PLAN SCALE: V=20'-0" 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 PAVEMENT DIMENSIONS REFER TO THIS POINT 6" THICK OF 3000 PSI CONCRETE W/#3 BARS15" ON CENTER, EACH DIRE ION ON 3" HIGH SAND CHAIRS (a. 36" ON CENTER, MAX IN ALL DIRECTIONS OR W/6x6 - W1.9 x W1.9 SHEET MESH ONLY ON SAND CHAIRS AS DESCRIBED ABOVE 6" THICK CLASS 7 (SB -21 CRUSHED — STONE COMPACTED TO 95% STANDARD PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONST'N + 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 BERMUDA SOLID SOD 6" MIN TOP SOIL V -4 - FINISH FINISH GRADE i 6" THICK SUBGRADE COMPACTED 6" THICK OF EXISTING SUBGRADE TO 90% STANDARD PROCTOR SCARIFIED AND RECOMPACTED TO DENSITY 90% OF MODIFIED PROCTORDENSITY 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 (S13-2) CRUSHED `pe o°`ea. - `do; STONE COMPACTED TO 95% STANDARD PROCTORDENSITY CONFORMING TO 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 VE E%ISFIN CURB CUT .. INSTALL NE .R CURB AND\ 1 ONE WAY } EXISTING TREE- 5"0 Of O "BRADFORD PEAR" O + W _ Q b '1, J INSTALL N W,- SIDEWALK c Quo 3 tib U HC A NEW BUILDING U -- 59.65' -- n �— 171 EXISTING i (STING FENCE ® POWER V iOPERTY LINE I POLE UTILITY EASEMENT 5' I W Z o 00 I 7 � Lp 1- F'rj �j Q Lp I � /III• a ri o PROPERTY LINE �y a �1 > o H I POWER G POLE 1 EXISTING 1 SAN SEWER MANHOLE -24"O EXISTING WATER METER BOX- 15"x15" Gy F Q 11 1 N \ T \ PROPERTY LIN \ \ EXISTING / \ FIRE HYD 20 10 0 20 40FT / SCALE: 1"= 20' / SITE LANDSCAPING PLAN SCALE: V=20'-0" i 4 LB/FT"U" CHANNEL (GALVANIZED) 0�z U io �WbWO aP I _ L 31/211 L POST SECTION SIDEWALK '— SIGN OR FIN. GRADE*SCREW NUTAND LOCK WASHER CONCRETE5/16"MACHINE OR BOLT 6'� POST MOUNTING PARTIAL ELEVATION SIGN POST W ACCESSIBILITY EDGE OF WALK (AGAINST SYMBOL 8 "VAN ACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED BELOW. (VAN ACCESSIBLE SIGN NOT ■ REQD. 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 (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 G1% 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 SEE DETAIL 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. VAN SEE DETAIL PARTIAL ELEVATION SIGN POST W ACCESSIBILITY EDGE OF WALK (AGAINST SYMBOL 8 "VAN ACCESSIBLE" LANDSCAPE OR BUILDING TYP.) SIGN MOUNTED BELOW. (VAN ACCESSIBLE SIGN NOT ■ REQD. WI MIN. 8' STRIPED AISLE) FACE OF WALK ACCESSIBLE RAMP. SEE DETAIL WHEELSTOP SEE DETAIL (REQ'D. IF WALK WIDTH IS LESS THAN T-0") 'p PAINTED STRIPING- TRIPING 0 6O.C. 45° 6" I'O RAMP NHITE REFLECTIVE) NI 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 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/BRUSF MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. CONCRETE WALK SECTION NOT TO SCALE `�ltululnrllcc�y,, OFgUp P �• PHILLIP LEW1S ••'1 U ENGINEERING, INC. 7 z 9:,• No. 566 / .... ..... OS; .� SAS-E�' ��•, x�rr 111 111 tllit�\\ VED hhAY1�42016 BY:�_f PROJECT NUMBER: SHEET ISSUE DATE: APR 2016 PAGE TITLE: SITE PLAN SHEET NUMBER: C1.1