Loading...
HomeMy WebLinkAboutS-1363 Map 4NW1/4 NE1/4 SOUTHEAST CORNER -- NORTHEAST 114 NORTHWEST 114 SECTION 5, T-1-5, R-13-W I _ _ i i i INSTALL 2"— • WATER METER / N NORTHWEST CORNER INSTALL FIRE /\ / SOUTHWEST 114 NORTHEAST 114 HYDRANT ASSEMBLY INSTALL 2" WATER \ / I,p• SECTION 5, T-1-S, R-13-W w/TEE INSTALL 2" \ METER (DOUBLE) /\ / _ S88'24 17"E 871.06' WATER METER j ' O INSTALL TEMPORARY �� F.I.P. O4 `/ INSTALL BLOW -OFF/ INSTALL 45% ELBOW WATER METER rL__ 1 Tc / 11 7c as OAK TWO B DR004 TWO BEDROOM TMO BEDPOpI _ _— 12 M " - THREE BEDROW THREE BEDROOM THREE BEDROOG �/ 9 I TC 10 / 0HREE BEIX 00A 2 T // F. P. '! / 8" WATER 1 8" WATER 60 0 60 120 Scale 1" 60' 1 0 1 8 /" M FWR BEDRWM 00 2� M 1 WATA4�ER �-1 Q W " T C ' THREE BEDROOM 7_,._ N Q/ / 45- ELbiRW SW1/4 1\E1 4 I� 1 -INSTA L 2" _�M 14 RaDL QUBHW �. THREE BE aau -INSTAL Fl E ZTE T A SEM Y 297.0 � � � TNO BEDROOM - TYq BEDROOM M I u• \ / 4 INSTALL FIRE HYDRANT ASSf / TALL 2" — w/TEEMA — AT 1-1 4� 6 / WATER METER —� \ / n / Tc 2.51 \ ELBOW BEDROOM INSTALL 2" WATER METER D 3 J�o Two B oou 0 pV� INSTALL ➢"�r0 , WATER ME*R INSTALL 2" S WATER METER ly0 BEDROOM i� �J ,p0 TC4 / I AS �V � o0 45• ELBOW 8" GATE VALVE RETENTION J 1 AREA 1 ti m \ROPOSTD DRAINAGE / 'b 1 1 1 RETENTIOII L I ,� LIMITS OF 100 YR. FLOOD ELEVATION 292 00 -- - ( see Note '4 1 . .m� 5�79 12.6z' _ J� I / / 2 �F.LP. F.I.P. \N 8748'27" W 513.25' PLATTED _ _ 1 0.66 NORTH 0.10' NORTH\ 0.08' NOtTH7 ON LINE 1.3I. 6' NORTH IKN) o I F I.P. GIN - G I ,,.; B GINNININ G0 LIB lip air WESTFIELD DRIVE o o O 2 ^ / SOUTHWEST CORNER 1 I NORTHEAST 114 1 SECTION 5, T-1-S, R-13-W ` CONNECT TO EXISTING / + 12" DUCTILE IRON WATERLINE 8" x12" TAPPING SLEEVE & VALVE INSTALL 8"x8"x8" TEE W/8" GATE VALVE LEGEND: PROPERTY LINE EASEMENTS FLOWLINE — — �295A ELEVATION 2ga.D CONTOURS EXISTING SANITARY SEWER LINE EXISTING FENCE EXISTING WATER LINE — — — — — — — — — — — --- ABBREVIATION: EXIST EXISTING PP POWER POLE WM WATER METER MH MANHOLE SWR SEWER OHU OVERHEAD UTILITIES CONIC. CONCRETE F.I.P. FOUND IRON PEN S.I.P. SET IRON PEN DIA. DIAMETER GW GUY WIRE TELL PED TELEPHONE PEDESTAL SWALK SIDEWALK S.F. SQUARE FEET R.O.W. RIGHT-OF-WAY C/L CENTERLINE RCP RIBBED CORRUGATED PIPE DI DROP INLET FH FIRE HYDRANT P.O.B. POINT OF BEGINNING IRON PENS SET = 112" REBAR GENERAL GENERAL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED THE CENTRAL ARKANSAS WATER UTILITY STANDARDS AND THE ARKANSAS DEPARTMENT OF HEALTH STANDARDS. 2. SEWER MAINS AND FITTINGS SHALL BE SDR-26 PVC, CLASS 200. ALL SERVICE LINES SHALL BE 6" DIAMETER SCHEDULE 40 PVC. 4. WYES AND SERVICES LINES SHOULD BE LOCATED TO CONFORM TO PLUMBING LOCATIONS ON THE MECHANICAL DRAWING. 5. CONTRACTOR WILL WARRANTY ALL CONSTRUCTION AND MATERIALS FOR A PERIOD OF ONE (1) YEAR UPON ACCEPTANCE BY THE CITY. 6. ALL STUBOUTS AND WYES SHALL BE CAPPED AND MARKED FOR EASY LOCATION IN THE FUTURE. S. IN THE EVENT THAT THE MATERIALS LISTED ON THE PLANS AND SPECIFICATIONS DIFFER FROM THE STANDARDS FOR THE CITY OF LITTLE ROCK THE SAID STANDARDS FOR THE CITY SHALL BE USED. 6. CONTRACTOR TO GIVE 48 HRS. NOTICE PRIOR TO STARTING CONSTRUCTION. A UTILITY REPRESENTATIVE MUST BE PRESENT WHEN THE CONTRACTOR TIES INTO AN EXISTING MANHOLE AND THE UTILITY MUST BE GIVEN A MINIMUM 24 HR. NOTICE PRIOR TO THE CONNECTION. 7.) ELEVATION CONTOURS ARE SHOWN AS 1' INTERVALS. UTILITIES: ENTERGY (A. P. & L.) CENTRAL ARKANSAS WATER LITTLE ROCK, AR 72201 221 EAST CAPITOL (501) 377-4000 LITTLE ROCK, AR 72201 (501) 377-1202 CONTACT: MARIE DUGAN RELIANT ENERGY ARKLA 4500 WEST 61st STREET LITTLE ROCK, AR 72201 (501) 377-4680 CITY ENGINEERING DEPARTMENT LITTLE ROCK, AR 72201 (501) 371-4820 CONTACT: CITY ENGINEER LITTLE ROCK WASTEWATER 221 EAST CAPITOL LITTLE ROCK, AR 72201 (501) 688-1465 CONTACT: JIM BOYD SOUTHWESTERN BELL COMMUNICATIONS 10816 EXECUTIVE CENTER DRIVE LITTLE ROCK, AR 72201 (501) 224-2000 ARKANSAS STATE PLANE COOORDINATES NORTH ZONE MONUMENT O7 N 120994.22 E 1185259.33 set 112" iron pin O2 N 121012.64 E 1184747.04 found iron pin �3 N 121655.50 £ 1184771.56 found iron pin Q4 N 121631.33 E 1185642.28 set 112" iron pin �5 N 121560.76 E 1185600.39 set 112" iron pin © N 121191.37 E 1185375.95 set 112" iron pin n7i N 121159.77 E 1185326.28 set 1/2" iron Din SATE Gr t 1,I/ {(*'* * p O No. 221E+1 =W 4 S 16 ,/tl1 JOB. No. 4062 B BOND CONSULTING ENGINEERS, INC. Prepared For: Mr. Burke Larkin ChapelRidge of Little Rock WATER DISTRIBUTION DESIGN SCALE: ," = 60' DRAWN BY: CAG DATE: OCTOBER 21, 2002 C 2601 T. P. White Drive so ille1, Arkansas Jacksonville, 7201 ERe Development, Inc. PART OF THE WEST 1/2, SOUTHEAST, 1/4 OF SECTION 29, T-3—N, R-10—W SOFT FILE NO.: 4062ALTA—t.DWG CHSTAGE.ASC 30 E-mail: Tommy.Bmd®Centurytel.com EFort Smith, Arkansas 72913 JACKSONVILLE, PULASKI COUNTY, ARKANSAS 4 4