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Home My WebLink AboutS-1848 Map 1I I I I I I GENERAL NOTES GENERAL CONSTRUCTION NOTES U -- - A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES -- _-- - - - _- _ S HEIGHTS RD 1. WOOD FRAME CONSTRUCTION OCCURING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS -- _ 2. HORIZONTAL (WOOD GRAIN PATTERN) SIDING PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY I � PRECAUTIONS TO PREVENT PROPERTY DAMAGE. �►•� 3. 1 DIMENSIONAL SHINGLED ROOF WITH 4:12 SLOPE --- _ _ - B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, _ - --- j i - _------r-____ --- - - - -- 4. MAX HEIGHT 18'-0" A.F.F. THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR �I - I --- - - -- 5. NEW SITE LIGHTING TO BE LOW-LEVEL AND DIRECTIONAL, CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT -----------------EXISTING6"C1 WATERLINE O I SHIELDED DOWNWARD AND INTO THE SITE WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING � I i - _ _ _ HOURS. W O -------------------- W ~i [y o0 -------- _ C. O� -------------- THE DUTY OF CENTRAL ARKANSAS WATER TO CONDUCT CONSTRUCTION 1 I _ - _ _ - - _ - INSPECTIONER REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS N07j:,,4-' ti --- -- AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTR'S i I SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, Fv� I C. ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE W �D > O ROCK'S AND CENTRAL ARKANSAS WATER'S WATER AND WASTEWATER SITE INFORMATION (SANITARY SEWER) STANDARD SPECIFICATIONS. U I U - ZONING: C-3 D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS I -NEW DEVELOPMENT AREA: W 3Q400 S.F. I I BASED ON RECORDS OF THE VARIOUS UTILITIY COMPANIES AND, WHERE I ; - EXISTING BUILDING: 2,000 S.F. POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT L Q' I R TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST a F-1 U PROPOSED BUILDING: 2,660 S.F. CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES. Pi j IT 15,564 S.F. 3: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL W I o - LANDSCAPE/GREEN SPACE: 10,431 S.F. EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS05 SHOWN ON THE PLAN. ~�'�'1 •--I E'I DRAINAGE DIRECTION INDICATED BY ARROW: —�► W F--i O [—I 45.00' :. E. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND LEI U N I X OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION I w OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE ROLL CURB DOWN TO ZERO TO ADJACENT PROPERTY AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. REVISION: ALLOW SIDEWALK ENTRANCE ZONED: 0-3 F. PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO INTO DR+VEWAY d ro� EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND 'I. , — NEW FIRE HYDRANT TRASH CONTAINMENT `1' ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION. Q- PROPOOED NEW DRIVEWAY I AREA TO 13E STAND CONSTRUCTED TO _ _ G. CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL _ _ ___ _ APPROVAL IS GIVEN BY CENTRAL ARKANSAS WATER. SAID CONTRACTOR - - •- - ••-••--•--'-••---• SHALL NOT OPERATE ANY VALVE, HYDRANT. OR WATER UTILITIY APPURTENANCE ARDS I N ry 74,45' '?' - NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT I I I rygcr•-----.._---•-_-._.•_------.503.12'28"E 297_83._-._.._.._ PROVIDE CLEAN AND NEAT CUT .._.._•„_•...................................................... _ _ -_• _ _ _ APPROVAL. THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF ALONGIEXISTING ASPHALT ••----•._.._.._..-•._ ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION. PAVEM�NT 162.00' •_-•_•-_.._.._•---•_-- `7S+ o H. FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED ROLL CURB DOWN TO ZERO TO I j - 9y. o ALLO SIDEWALK ENTRANCE - e3- ! BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE N" 25.73' ti 'p CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS INTO DRIVEWAY wi "Q3, 17 52' ! SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT 1 $, Q• i SURFACE DETENTION AREA ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL NEW fyIONUMNET SIGN I - NJ c o EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED 12" WIDE CURB OPENING FOR REPRESENTATIVE. �• Ry .25' I6.32' RELEASE OF STORMWATER W - m1 �O• I DETENTION J. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE I / 9 I TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY e 2� W WORK ON THIS SITE. I � Z ry I p AIL U UJ UJ 20.00' 20.00' Ili ////%///�_ 97.26' - c i co Z I ! L��////// 7/ T 8.79' w rn 4 D] LJ.J 1 / Y / /) 20.00, 11; h V // 20.00' 0.00, j- &� �/ ///J ;o •3 FlrXl�^BLNrg1 / 'N S' ��I^ , ! 20.00, Ull SEG'•EWALKNDREPLACEEXISTING i 29.03' I IZ 1 O NEW PROPOSED BUILDING WI ! m I i /_--/—/1-L-z�� I �+5:00' 4.00' 11!? s.76' REMOVE EXISTING CONCRETE !$ 18.00' ry0rs 'Q2. 18 o0' 70.00' 1 DRIVEWAY CLEAN AND NEAT ; 16.9 18.00' 20.00' 1 SI4WCUTALONGSIDEWALK 1 .............._.._---••-.._.._.._.._.._.._.._.._.- ... I J zl - - NO3"14'16"E 297,04' I ...1 ._.._ •_.. _.._.•—.-_-._.•_•._......_.- W _..__.._.._.._.. w o:l _ ZT6 I a i ry$ 6'-0^OPAQUE WOOD PRIVACY FENCE 25.76, I UI 2T6 Z 1 go 1; ADJACENT PROPERTY 12' WIDE CURB OPENING FOR Z 21 ZONED: R-2 RELEASE OF STORMWATER w1 ow DETENTION I wl F0 SURFACE DETENTION AREA z x 2.1/2'•DF TYPE 2 HOT MIX BINDER I w COURSE CONFORMING TO SECTION I 406 OF THE ARKANSAS HIGHWAY AHTDRANSPORTATION DEPARTMENT STAND STANDARD SPECIFICATIONS I FOR HIGHWAY CONSTRUCTION, 1996 UTILITIES SITE LAYOUT & GRADING PLAN SCALE: 1"=20'-O" SANITARY SEWER: NOTE: LITTLE ROCK WASTEWATER 501-688-1452 (ENGINEERING) 1. ALL DIMENSIONS ARE TO BACK OF CURB 501-223-1509 (EMERGENCY) 2.33 TOTAL PARKING SPACES ARE PROVIDED WITH 2 ADA HANDICAP SPACES WATER: 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. CENTRAL ARKANSAS WATER 211 EAST CAPITOL 4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATION OF LITTLE ROCK, AR 72202 CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE 501-372-5161 REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ELECTRIC: ENTERGY ARKANSAS, INC. 5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB & GUTTER, 425 WEST CAPITOL AVENUE SIDEWALK, RAMPS OR CONCRETE APRONS WITHIN THE PUBLIC RIGHT -OF -WA - LITTLE RCOK, ARKANSAS ADJACENT TO THE SITE. REMOVE ABANDONED DRIVEWAY CUTS AND INSTALLCURB, 501-3774000 GUTTER, AND SIDEWALK. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF CONWAY STANDARD DETAILS AND ADA GUIDELINES. NATURAL GAS: CENTERPOINT ENERGY 6. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN 400 WEST CAPITOL #600 BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT LITTLE ROCK, ARKANSAS CITY OF LITTLE ROCK TRAFFIC ENGINEERING FOR MORE INFORMATION. 808-498-0409 7. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CCNFORM TO REQURRMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKIMG SPACES BE MARKED IN WHITE. CONTACT CITY OF CONWAY TRAFFIC ENGINEERING WITH ANY QUESTIONS REGARDING STRIPING. N 20 10 0 20 40FT SCALE: 1 "= 20' 1 Know what's below. Call before you dig. OR 20(3 EDITION 2" OF HMAC TYPE 3 SURFACE COURSE CDNFORMING TO SECTION 407 OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT y (AHTD STANDARD SPECIFICATIONS FOR H GHWAY CONSTRUCTION, 1996 OR 2003 EDITION o°o• ° o`.o° ° md, .0 ate° 8" THICK CLASS' (SB-21 CRUSHED STONE COMPAC- D TO 95%" STANDARD PROCTORDENSIY CONFORMING TO SECTION 303 OFTHE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTN____/ 6" THICK CIF EXISTING SUBGRADE SCARIFIED AND RECOMPACTED TO 90% OF MODIFIED PROCTOR DENSITY ill I II=III III=III III= llilll=IIIIII=11 HMAC ASPHALT SURFACE COURSE NOT TO SCALE MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. 5'-0" 4" CONCRETE SLRBRUSH FINISH W/6 x 6- W 1.4 x W 1.4 SHEET MESH ONLY ON 2" HI SAND CHAIRS TON CENTER, MAX OVER 6" TH'K S BGRADE COMPACTED TO 95%" MODIFIED PROCTOR DENSITY X CONCRETE WALK SECTION NOT TO SCALE NOTE: ALL SIDEWALK JONTS TO BE STEEL TROWELED. ALL JOINT EDGES AND SHALL BE SPACED AT 5 FEEI ON CENTER MAXIMUM IN ALL DIRECTIONS AND SHALLBE STEEL TROWELED ON A RADIUS NOT TO EXCEED ONE-HALF INCH. 8" THICK CONCRETE APRON REINFORCED W/ #3 BARS AT 12' ON CENTER, EACH WAY 6' THICK CLASS7 COMPACTED TO 95% MODIFIED PROCTOR DENSITY 6" THICK SUBGRADE COMPACTED TO 92% MODIFIED PROCTOR DENSFTY CONCRETE ENTRANCE APRON 2UYii�bY�Tcq� PAVEMENT DIMENSIONS REFER TO THIS POINT 6" TH'K 3000 PSI CONCRETE OR ASPHALT (SEE PLAN AND DETAILS THIS SHEET) P 6" THICK CLASS 7 (SB-2) CRUSHED y STONE COMPACTED TO 95%" STANDARD PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTN . 6" THICK OF EXISTING SUBGRADE SCARIFIED AND RECOMPACTED TO 90% OF MODIFIED PROCTOR DENSITY FINISH GRADE a NOTE: ALL CURBING TO BE 3000 PSI 28 DAY CONCRETE L 6" THICKSUBGRADE COMPACTED TO 90% STANDARD PROCTOR DENSITY 2'-0" CONCRETE CURB & GUTTER NOT TO SCALE �rNrinnnry OFAUT ' Ld PHILLIP LENS •'i ENGINEERING, INC. iCD No. 566 �'rrrilunn�N� Qz O N N LI. cn t: r- CU CIO Q m ® LL �I J LU PROJECT NUMBER: SHEET ISSUE DATE: 5-22-19 PAGE TITLE: SITE LAYOUT & GRADING PLAN SHEET NUMBER: C1.1