Loading...
HomeMy WebLinkAboutS-1363 Map 3ARKANSAS STATE PLANE COOORDINATES NORTH ZONE MONUMENT NW 1 /4 NE 1 /4 O N 120994.22 E 1185259.33 set 1/2' iron pin SOUTHEAST CORNER ` 2 N 121072.64 E 1184747.04 found iron pin GENERAL NOTES: NORTHEAST 1/4 NORTHWEST 1/4 - --- `�------- 03 N 127655.50 E 1184771.56 found iron pin SECTION 5• T-1-S, R-13-W _- ® N 1276J1.33 E 1185642.28 set 1/2" iron pin - --- 05 N 121560.76 E 1185600.39 set 1/2" iron pin 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EX CEED THE --- CENTRAL ARKANSAS WATER UTILITY STANDARDS AND THE ARKANSAS - - © N 121197,37 E 1185375.95 set 1/2" iron pin DEPARTMENT OF HEALTH STANDARDS. (2) i N 121159.77 E 11B5326.28 set 1/2" iron pin -- il 60 " o so 120 2 SEWER MAINS AND FITTINGS SHALL BE SDR-26 PVC, CLASS 200. ALL SERVICE LINES SHALL Bf 6" DIAMETER SCHEDULE 40 PVC. Scale 1' 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 - i 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 /N THE FUTURE. / / / 8. IN THE EVENT THAT THE MATERIALS LISTED ON THE PLANS AND _ SPECIFICATIONS DIFFER FROM THE STANDARDS FOR THE CITY OF NEW MANHOLE - A-4 / / LITTLE ROCK THE SAID STANDARDS FOR THE CITY SHALL BE USED. NORTHWEST CORNER RIM ELEV. = j / SOUTHWEST i/4 NORTHEAST 1/4 INVERT OUT = NEW MANHOLE - A-3 INVERT /N = RIM ELEV. - 6. CONTRACTOR TO GIVE 48 HRS. NOTICE PR/OR TO STARTING CONSTRUCTION. SECTION 5, T-1-S R-13-W INVERT OUT = / / _ A UTILITY REPRESENTATIVE MUST BE PRESENT WHEN THE CONTRACTOR TIES �� � � 588'2437 E INVERT /N = 871.06' INTO AN EXISTING MANHOLE AND THE UTILITY MUST BE GIVEN A MINIMUM 24 O �� ��� -_ _ _ F.I. P. ' �/ / HR. NOTICE PRIOR TO THE CONNECTION. 1 / 7.) ELEVATION CONTOURS ARE SHOWN AS I' INTERVALS. 1 Tc 11 Tc <s OAKo / UTILITIES: TWO GROOM TWO BED<T� 12M '�'� THREE BEOROONTHREE BEDROOM THREE BEDROOM9 Tc 0 THREE BEDROOM ENTERGY (A. P. & L.) CENTRAL ARKANSAS WATER 2 It$ LITTLE ROCK, AR 72201 221 EAST CAPITOL S` / LITTLE ROCK, AR 72201 1 MAIN'A IFLP. \ (501) 377-4000 (501) 377-1202 MAIN A \ CONTACT. MARIE DUGAN 1 114 IYF F 8" PLLi 296 LFOT77O 01 VC ®0.00% 1 \ RELIANT ENERGY ARKLA NEW MANHOLE - MA-5 \ \ 4500 WEST 61st STREET LITTLE ROCK WASTEWATER RIM ELEV. �o ` \ LITTLE ROCK, AR 72201 221 EAST CAPITOL INVERT OUT - <s OAK r (501) 377-4680 LITTLE ROCK, AR 72201 INVERT IN - 1 -- __ � (501) 688-1465 1 _ NEW - L - Cl- ' CITY ENGINEERING DEPARTMENT CONTACT: JIM BOYD 8 M M 14 RIM ELEV. _ - --- ¢ �� LITTLE ROCK, AR 72201 SOUTHWESTERN BELL COMMUNICATIONS NEW MANHOLE - LZ-S FOUR BEDROOM INVERT OUT = ROD aue rousE -_ - _ rD 0 0 RIM ELEV. I INVERT IN = 3 j 0J� (501) 371-4820 10816 EXECUTIVE CENTER DRIVE TWO BEO DOM G CrJ CONTACT: CITY ENGINEER INVERT OUT = °o h 0Q INVERT IN = _. THREE BE ROOM LATERAL L-1 _ ,� ry r LITTLE ROCK, AR 72201 1 "PVC . �� (501) 224-2000 1 -- Z4T L E" W Tc �� NEW M - L 2 Q o RIM EL Er = TWO BEDROOM TWO BEDROOM h° EXISTING SANITARY SEVER MANHOLES w THREE eEoaooM RT OUT = M ' 13 INVERT IN = TWO BEDROOM 0� r 1 RIM ELEVATION = 295.48 B� i 1 w _____ _ _ _ INVERT IN = 289.60 J' OTC NEW MANHOLE - L2-4 GP 1 \ Jc , RIM ELEV = Q S W 1 / - 4 - . INVERT OUT = - a \ _ l Tc rr'n�� NEW MANHOLE - A-2 00 P �l RIM ELEVATION = 294.60 4d INVERT IN = "°fINVERTfOUT = © INVERT IN = 290.10 �I A�7 INVERT IN = s Tom%] 1 ��` I'I •� RIM ELEVATION = 302.45 TC , © INVERT IN W 1 J3p �°" aM \ ' AS © lF OF B�'9rf� a COMPACTOR , U ! r_ Arc �0"aw rc 2 0• R }I�6 CONSTRUCT PUMP STATION * MANHOLE RIM ELEVATIONS SHOULD BE VERIFIED /N THE FIELD NEW MANHOLE - L2_3 IM BEDROOM 5 LpTEOfp B^ P66 1 SEE DETAIL AFTER SITE GRADING IS COMPLETE DURING CONSTRUCTION STAKING. RIM ELEV.p4 LF 58 �� INVERT OUT = �` OF HHlHHf�� ? LATERAL 2 © 5 51 NEW MANHOLE - A-1 RIM ELEV. = INVERT IN ='-®'0 0 -� INVERT OUT = I g •117 LF OF B PVC ® 0.00% \ INVERT /N = ABBREVIATION: E%157 EXISTING RETENTION REA APP POWER POLE �- - AREA '� WM WATER METER PROPOSED NkGE �� MH MANHOLE SWR SEWER / - .4 OHU OVERHEAD UTILITIES r .•: F.LP. _ / �, ��� NEW MANHOLE - L2-1 LIMITS OF 100 YR. FLOOD GONG. FOUND IRON "� ELE7A7/ON 292.00 ti VALMATIC AIR &VACUUM RELEASE F.I,P. FOUND IRON PEN - - _ see Note �/ 1 Rik ELEV. = MODEL No. 801 L BW ETER INVERT OUT = / S.LP. SET IRON PEN STANDARD WEIGHT cw CUY WIRE 2 x1 w RUBBER HOSE INVERT IN = C.I. MANHOLE COVER TELE PED TELEPHONE PEDESTAL N 8T56 29 "..W .. 512.62' GIN SIDEWALK l N 8T4827" W 513.2 ' PLATTED �T� SW SQUARE FEET / 5/ /I 10.66' NORTH F'I•P' / /; FLP. / F.I.P. (RR SPIKE) 0.10' NORTH F.LP. R.O.W. RIGHT 0.08' NO R7N ON LINE 1.36' NORTH F. /. P. CA CENTERLINE POINT OF r.1 I,U (�I RCP RIBBED CORRUGATED PIPE BEGINNING 1;(i f,7 R - \\ LEGEND: NEW MANHOLE L2-2 DI DROP INLET I RIM ELEV. = C P.O.B.FIRE HYDRANT 01 I 2 PROPERTY LINE ' INVERT OUT = (� P.POINT OF BEGINNING INVERT IN I_ i0 NO EASEMENTS d FLOWLINE - - J 2" GATE VALVE N o ro WESTFIELD DRIVE,100 W/ CLOSED NIPPLE ELEVATION CONTOURS o 4 SANITARY SEW -Q 4 ` ° EXISTING ER LINE- - MANHOLE 'IIIItI//g1 AT E /aF CONNECT 3" FORCE MAIN c9 .4 a TO E,KTST/NG MANHOLE - °°°- l y EXISTING FENCE � EXISTING INVERT = 290.10 \ REGISTERED NEW INVERT= SERVICE SADDLE WASHED GRAVEL EXISTING y PRENGINEER� �� / SIZE WILL VARY FORCE MA /N VARIES 2"-4" y Na �Z�o +olll1 SOUTHWEST CORNER WATER LINE "w i NORTHEAST 114 1 s£cr/oN 5, 1-1-s, R-13-w DETAIL - AIR & VACUUM RELEASE `-'yAa e�ttl A❑ JOB, No. 4062 BOND CONSULTING ENGINEERS, INC. Prepared For: ChapelRidge of Little Rock SCALE: 1" = 60' DRAWN BY: CAG 2601 T. P. White Drive Mr. Burke Larkin SANITARY SEWER DESIGN DATE: OCTOBER 21, 2002 Jacksonville, Arkansas 72076 ERC Development, Inc. PART OF THE WEST 1/2, SOUTHEAST 1/4 OF SECTION 299 T-3-N, R-10-W SHEET FILE NO.: 4062ALTA_l.DWG Phone: (501) 982-1538 Fax: (501) 982-1530 E-mail: Tommy.BerdCDCenturytel.com Fort Smith, Arkansas 72913 CHSTAGE.ASC JACKSONVILLE, PULASKI COUNTY, ARKANSAS 3 4 ORIGINAL