The URL can be used to link to this page

Home My WebLink AboutZ-5392-C Map 3L3 EX. WOOD POWER POLE WITH TRANSFORMERS CONSTRUCT 160 SF 8" CONS c SIDEWALK GUTTER ONLY (NO O DO 191.7' EX. WOOD 1 PLAYGROUND GARDEN AREA 392.2' N, 0 209.7' DO EX. TREES AND FLAG POLE TO REMAIN »» INSTALL 1' PVC WATER AND INSTALL FROST -FREE HYDRANT & QUICK COUPLE DISCONNECTAT WEST END, EX. WATER TO BE RE-ROUTED TO GARDEN AREA. -183. J -_-- ----------------- U I .CM10PY 8 ' - 1 co 10.0' I F 7 a rn --------------------- A17- '- T— EX.CONC.D PSTE OADIN DOCK TO REMAIN EX DRIVE REPAIR EX ASPHALT TO 1I' DEPTH OVERLAY EX. PARKING 220 SEE NOTE L 11 END CONC. PAVED DITCH EX.ASPHALT WITH RCP CLI AT DITCH LINT TO REMAIN - SEE NOTE S SEE NOTE S SEE NOTE R x EX. AREA INLET SIDEWALK SURVEY NAIL EX. CONC. TO BE REI J ❑ /Ex CONC. PICNIC TABLE TO BE REMAIN HINKSON RD El '*'I— EX. CONC. PICNIC TA13LE TO REMAIN i- �c M 05 = NET GAIN PARKING SPACES E--�.aenr..lsrr_Tn N 1 SEE PO L 1 1 V Y— CONSTRUCTION NOTE A: C-) I 71 SAWCUT ASPHALT & OST: RECONS UCTEC CONG A}T(pI T EX. CONG 91D Z CONSTRUCTNEWSIDE ALKagDgpq RaAP 1 PLAYGROUND GARDEN AREA 392.2' N, 0 209.7' DO EX. TREES AND FLAG POLE TO REMAIN »» INSTALL 1' PVC WATER AND INSTALL FROST -FREE HYDRANT & QUICK COUPLE DISCONNECTAT WEST END, EX. WATER TO BE RE-ROUTED TO GARDEN AREA. -183. J -_-- ----------------- U I .CM10PY 8 ' - 1 co 10.0' I F 7 a rn --------------------- A17- '- T— EX.CONC.D PSTE OADIN DOCK TO REMAIN EX DRIVE REPAIR EX ASPHALT TO 1I' DEPTH OVERLAY EX. PARKING 220 SEE NOTE L 11 END CONC. PAVED DITCH EX.ASPHALT WITH RCP CLI AT DITCH LINT TO REMAIN - SEE NOTE S SEE NOTE S SEE NOTE R x EX. AREA INLET SIDEWALK SURVEY NAIL EX. CONC. TO BE REI J ❑ /Ex CONC. PICNIC TABLE TO BE REMAIN HINKSON RD El '*'I— EX. CONC. PICNIC TA13LE TO REMAIN i- �c M 05 = NET GAIN PARKING SPACES E--�.aenr..lsrr_Tn N 1 SEE PO L 1 SIDEWALK V A CONSTRUCTION NOTE A: C-) I 71 SAWCUT ASPHALT & OST: 0 REMOVE EXISTING CURB Z NEW ASPHALT SURFACE TO MATCH CONSTRUCT CONC.CURS NEW GUTTER EDGE. & GU17ER (TYP) ! U ROW•SETSURVEYNAIL /10 SZA_�OF`G ""`Lplun1pOmururro„'i AR AWS \ y0G►ATE$ REGISTERED PROFESSYDNAL SEAL ENGINEER lsas z C� 7. FINEST FETE .468? 46 ..o"1�� 40 0 40 80 120 GRAPHIC SCALE (IN FEET) I" (INCH) = 40' (FEET) LITTLE ROCK SCHOOL DISTRICT PARKING IMPROVEMENTS CLOVERDALE MAGNET MIDDLE SCHOOL 6300 Hinkson Road DESIGNED BY: EJP PLAN SCALE: 1 ”=40' rDRAWNY: SHEET NO.BY: EJP SHEET 2-8-10 PRO'. N0: P736-47 PETERS & ASSOCIATES I ENGINEERS, INC. • CML & TRAFFIC ENGINEERING — I 5507 Ranch Drive — Suite 205 (501) 868-3999 J lattle Rock, Arkansas 72223 Fax (501) 868-9710 CONSTRUCTION NOTES V 1 N CONSTRUCTION NOTE A: � SAWCUT ASPHALT & REMOVE EXISTING CURB NEW ASPHALT SURFACE TO MATCH NEW GUTTER EDGE. 9 ! CONSTRUCTION NOTE B: REMOVE EXISTING PARKING SPACE MARKINGS rJ AND HATCH AS SHOWN ON SHEET 3. .T '-`—"" CONSTRUCTION NOTE C: 1 REMOVE EX. CONC. DUMPSTER PAD AND CONSTRUCT B" DEPTH CONCRETE PAD (APPROX. 252 SF) C WITH 8"X 8" WOVEN WIRE REINFORCEMENT. ALSO REPLACE 30 LF CONC. GUTTER and REPAIR ! 70 SF PAVEMENT. CONSTRUCTION NOTE D: I CONSTRUCT 12'X 12'X 8' HIGH WOOD FENCE DUMPSTER ENCLOSURE WITH DOUBLE II GATES AND CLOSURE HARDWARE. CONSTRUCTION NOTE E: SAWCUT EX. CONCRETE WALK AND PLACE NEW 14' WIDTH CONCRETE SIDEWALK FROM SAWCUT EGDE L TO STREET EDGE (APPROX. 435 SF). H CONSTRUCTION NOTE F: CONSTRUCT 130 LIN. FT. OF 8.5' WIDTH, p 8" THICK CONCRETE SIDEWALK (APPROX. 1105 SF) AT BACK ?D OF GUTTER TO BE CONSTRUCTED ALONG 'S WEST EDGE OF HOLLAND LANE. FIELD ADJUSTMENTS BY THE ENGINEER WILL BE MAKE FOR 1 BLOCK OUTS FOR EXISTING TREES. SEE NOTE G CONSTRUCTION NOTE G: and DETAIL SHEET 1 I REMOVE EX. CURB AND GUTTER AND CONSTRUCT 224 LIN. FT. 18" CONCRETE GUTTER ALONG II WEST EDGE OF HOLLAND LANE. CONSTRUCTION NOTE H: I REGRADE AREA TO DRAIN TO EX. DOME -GRATE INLET. SPECIAL CARE TO BE TAKEN AROUND TREES TO PROTECT TREES AND ROOT SYSTEM. v CONSTRUCTION NOTE I: REGRADE AREA TO DRAIN OVER WEST CURB OF 8. NEW PERPENDICULAR PARKING ALONG WEST EDGE OF HOLLAND LANE. p SEE NOTE G CONSTRUCTION NOTE J: g and DETAIL SHEET 1 CONNECT TO EXISTING CONCRETE I SIDEWALK TO THE SOUTH. ADD SIDEWALK TO SOUTH N O _. BETWEEN CURB AND EXISTING SIDEWALK (APPROX. 126 SF) SEE NOTE F CONSTRUCTION NOTE K: and DETAIL SHEET 1 CONSTRUCT T WIDE CONCRETE FLUME (APPROX. 237 SF) FROM NW CORNER OF EX. PARKING AREA TO NORTH EDGE OF EX. AREA INLET/JUNCTION BOX. RE -GRADE AREA TO DRAIN. INSTALL 6 BOLLARDS @ 20' ON CENTER CONSTRUCTION NOTE L: EACH SIDE OF 8.5' SIDEWALK MODIFY EX. INLET TO ALLOW ENTRY OF SET BACK 12" FROM EDGE OF GUTTER FLOW FROM NEW T CONC. FLUME. SEE NOTE G I and DETAIL SHEET 1 CONSTRUCTION NOTE M: REMOVE EXISTING CURB AND GUTTER AND SEE NOTE J CONSTRUCT 93 LIN FT 18" GUTTER ALONG EDGE Q OF EXISTING DRIVE, CONSTRUCTION NOTE N: REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT 85 LIN FT 18" GUTTER ALONG EDGE OF EXISTING DRIVE. CONSTRUCTION NOTE O: REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT 32 LIN FT 18" GUTTER ALONG EDGE OF EXISTING DRIVE. SEE NOTE D CONSTRUCTION NOTE P: N/A - CONSTRUCTION NOTE Q: SEE fOTG C N/A CONSTRUCTION NOTE R: �Ef SURVEY NAIL CLFAN' CUT DITCH MlanCl+ ITPAI ! V!..ST OF I CONC. HEADWALL. CONSTRUCTION NOTE S: CONSTRUCT CONC. PAVED DITCH PER DETAIL (APPROX. 320 LIN FT), ELEVATIONS TO BE SET IN THE FIELD WITH THE ENGINEER. SYMBOLS. LEGEND (EXISTING) D FOUND IRON PIN LINDINK ----------------------------- EASEMENT z A LIGHT POLE CC $ POWER POLE CURB _J m TELEPHONE PEDESTAL 1206J 0 N PEDESTAL INTERMEDIATE CONTOUR 0 MANHOLE --------------------- 1205________ INDEX CONTOUR o SANITARY SEWER CLEANOUT GAS METER SANITARY SEWER LINE C4 GAS VALVE GAS LINE ~_----�-- - STORM SEWER PIPE o— DOWN GUY WATER UNE (SPECIFY SIZE & TYPE) 0. P4 WATER VALVE --�,—_ -tY FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE E$3 AIR RELEASE VALVE — ' ----�— �— UNDERGROUND ELECTRIC �. FIRE DEPARTMENT CONNECTION O WATER METER OVERHEAD ELECTRIC IS SPRINKLER HEAD o ELECTRIC PEDESTAL UNDERGROUND TELEVISION OVERHEAD TELEVISION GRATED INLET CHAIN LINK FENCE ; DROP INLET WOOD FENCE 40 0 40 80 120 GRAPHIC SCALE (IN FEET) I" (INCH) = 40' (FEET) LITTLE ROCK SCHOOL DISTRICT PARKING IMPROVEMENTS CLOVERDALE MAGNET MIDDLE SCHOOL 6300 Hinkson Road DESIGNED BY: EJP PLAN SCALE: 1 ”=40' rDRAWNY: SHEET NO.BY: EJP SHEET 2-8-10 PRO'. N0: P736-47 PETERS & ASSOCIATES I ENGINEERS, INC. • CML & TRAFFIC ENGINEERING — I 5507 Ranch Drive — Suite 205 (501) 868-3999 J lattle Rock, Arkansas 72223 Fax (501) 868-9710