Loading...
HomeMy WebLinkAboutS-1363 Map 10GARRE T'S SUBDIVISION FIAT BOOK 12, PG. 50 ARKANSAS STATE PLANE C000WINATES April, 1963 NORTH ZONE MONUMENT - F.I.P WIRE PENCE 36' NW 1 /4 NE 1 /4 Q N 120994.22 E 1185259.33 set 1/2" iron pin SOUTHEAST CORNER 2 N 121012.64 E 1184747.04 found iron pin GENERAL NOTES: NORTHEAST 1/4 NORTHWEST 1/4 Q3 N 121655.50 E 1184771.56 found iron pin SECTION 5, T-1-S, R-13-W ® N 121631.33 E 1185642.28 set 1/2" iron pin I 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED THE N 121560.76 E 1185600.39 set 1/2" iron pin WIRE FENCE CENTRAL ARKANSAS WATER UTILITY STANDARDS AND THE ARKANSAS N 121191.37 E 1185375.95 set 1/2" iron pin N 121759.77 E 1185326.28 set 1/2" iron pin DEPARTMENT OF HEALTH STANDARDS. 60 0 60 t2o 2. SEWER MAINS AND FITTINGS SHALL BE SDR-26 PVC, CLASS 200. ALL k SERVICE LINES SHALL BE 6" DIAMETER SCHEDULE 40 PVC. Scale 1" = 60' 4. WYES AND SERVICES LINES SHOULD BE LOCATED TO CONFORM TO PLUMBING LOCATIONS ON THE MECHANICAL DRAWING. =00 ^P & L R/w EASEMENT / 5. CONTRACTOR WILL WARRANTY ALL CONSTRUCTION AND MATERIALS - - - 1a // - - - - - - BOOK 4]g, PAGE E 3- / / �¢-` / FOR A PERIOD OF ONE (1) YEAR UPON ACCEPTANCE BY THE CITY. / �� - i ------ �-- 77 �_ 6. ALL STUBOUTS AND WYES SHALL BE CAPPED AND MARKED FOR 50' GAs LINE ESM% r/ / // EASY LOCATION IN THE FUTURE. INSTR. Y 82-72036 }p /� � / - 8. IN THE EVENT THAT THE MATERIALS LISTED ON THE PLANS AND I / - - - - - - - - - - /- _ SPECIFICATIONS DIFFER FROM THE STANDARDS FOR THE CITY OF / NEW MANHOLE - A-4 - I / / / LITTLE ROCK THE SAID STANDARDS FOR THE CITY SHALL BE USED. RIM ELEV. = NEW MANHOLE - A-3 - - - - / NORTHWEST CORNER INVERT OUT = RIM ELEV. _ -_ / INVERT OUT = 1 \ SOUTHWEST 1/4 NORTHEAST 1/4 INVERT IN = 6. CONTRACTOR TO GIVE 48 HRS. NOTICE PRIOR TO STARTING CONSTRUCTION. - - - - - - SECTION 5, T-1-S, R-13-W INVERT IN = ,� • / P. A UTILITY REPRESENTATIVE MUST BE PRESENT WHEN THE CONTRACTOR TIES S8874 37 E 871.06' INTO AN EXISTING MANHOLE AND THE UTILITY MUST BE GIVEN A MINIMUM 24 - _ F.LP. / 04 HR. NOTICE PRIOR TO THE CONNECTION. cy 7.) ELEVATION CONTOURS ARE SHOWN AS 1' INTERVALS. TC 1 I 1wo // woREDROb1 II TC 1 M / /�99 �SeSMT M E eEd+00u BEOPOLVI BEOR0011 ^9..✓'" 8" °PJC '94 UTILITIES: I TC IO 1 1RREE oaM /%% 2 / ENTERGY (A. P. & L.) CENTRAL ARKANSAS WATER / ALITTLE ROCK, AR -r�-� / / / 72201 221 EAST CAPITOL 1 ` 0 F OF 8" PVC 0 (501) 377 4000 a LITTLE ROCK, AR 72201 -1202 7 CONTACT.•MARIE DUGAN NEW MANHOLE - MA-5 I - / Q ood \ RELIANT ENERGY ARKLA RIM ELEV. INVERT OUT = / 1,9,1 48 ° Q ®\ zs �\ 4500 WEST 61st STREET LITTLE ROCK WASTEWATER INVERT IN = \ O 00 °O \ LITTLE ROCK, AR 72201 U (501) 377-4680 221 EAST CAPITOL 1 s'0 LITTLE ROCK, AR 72201 8 (501) 688-1465 1 I Q o /Va CITY ENGINEERING DEPARTMENT CONTACT: JIM BOYD oMR oau P I 3 J �� NEW MANHOLE - L2-5 \ LITTLE ROCK, AR 72201 SOUTHWESTERN BELL COMMUNICATIONS oou M 0 / (501) 371-4820 RIM ELEV. _ � z J �F / 10816 EXECUTIVE CENTER DRIVE INVERT OUT = / , -6 h0 0P� CONTACT: CITY ENGINEER LITTLE ROCK, AR 72201 INVERT IN = Z 1 0 / L Tf 1 / �/� 1 (501) 224-2000 L1- G \/ T MAN 1 Q \ RT - N EXISTING SANITARY SEWER MANHOLES NEW MANHOLE - L2-4 / 1 _ / / 4� Q� 2 �1 RIM ELEVATION = 295.48 1q RIM ELEV. cw � �44, �� �\ JQ� __�, _ _ a INVERT IN = 289.60 INVERT OUT = W nc - / ' NEW MANHOLE - A-2 wait.0 °o INVERT IN = W 294.0 \p Q �� / ` RIM ELEV. = © RIM ELEVATION = 294.60 SW NE 1 48z T 9' 4 QQQQ , INVERT OUT = INVERT IN = 290.10 \899 /ai �9T QQ INVERT IN w (�, SAN. SEWER MH rr ,, Ir r� RIM ELEVATION = 302.45 . RIM EL = 302.45 J"'� 1 I `� �� .`,P`C \ `� / CDMPACTOIt (� p l❑• INVERT N A(EW�A/ANHOL\£ - L2-3 NEW MANHOLE - A-1 M ELEV.\- LATERAL Z a1 ©6 RIM ELEV. _ * MANHOLE RIM ELEVATIONS SHOULD BE VERIFIED IN THE FIELD INVERT OUT _ INVERT OUT = AFTER SITE GRADING IS COMPLETE DURING CONSTRUCTION STAKING. INI�RT\N =-\. POND °VC ®O.p A 8" PVC ® 0.00� �a 6�1 .o N INVERT IN = 1 I s�e Notes 5 CONSTRUCT PUMP STATION \ � � ��� NEW ANHOL - L2-2 0¢ SEE DETAIL � t RIM ELEV = l ABBREVIATION: \ I INVERIT OUT EXIST EXISTING / RETENTION INVERT IN =� q8a /cA \ CURB NEW MANHOLE - L2-1 PP POWER POLE o I I AREA I h l )/A ��CURB �A \ INLET RIM ELEV. _ a \ ` / / , y // / WN WATER METER INLET INVERT OUT = INVERT IN = SWR SEWER NH MANHOLE OHU OVERHEAD UTILITIES A,3CONC. CONCRETE /OF 100 FLOO6 ' O� / / i ly . YR. / / I Q0 / / F LP FOUND IRON PEN LIMITS F.I.P. \ I / `ELEVATION 292.00 �� / e� VALMATIC AIR & VACUUM RELEASE S.I.P. SET IRON PEN 6' W000. FENCE 000 FENCE See Note I / / o �' MODEL No. 801 L BW Dw. DIASET ETER IRON 1.7O• EAST- _ \ ,--- r- / / _ o< 0 2" x 1 " w�RUBBER HOSE Gw cav WIRE /' ( STANDARD WEIGHT �� °r C.L MANHOLE COVER TELE FED TELEPHONE PEDESTAL N 875 29 - �- -� - `_ swuK s1DEwAlx \N 81 827 W 513.2 ' PLATTED S.F. SQUARE FEET I0.66' NORTH FLP. F.I.P. F.I.P. F1.P. (�R SPIK� END WOOD FEN 1 / / 0.10" NORTH ON LINE / R.O.W. RIGHT-OF-WAY 0.08' NORTH I 11.36' NORTH �q 320, NOS C/L CENTERLINE T PAT 50 60 61 I BE 11 OF // RCP RIBBED CORRUGATED PIPE 62 I 63 64 \ 65 I \ II I BE INNING I /� II 66 67 ywI / LEGEND: DI DROP INLET PIAT / Z FIRE HYDRANT WESTFIELD 5B\ N P.O.B. POINT OF BEGINNING r2g9FFPAGE 3 PROPERTY LINE EASEMENTS FLOWLINE 1 \ N p95.0 W s N. s wER 2" GATE VALVE ELEVATION WESTFIELD DRIVE M NH°L E 1ST. Flow W/ CLOSED NIPPLE o IN = 29 .1 I� CONTOURS EXISTING MANHOLE a a o a A SANITARY SEWER LINE- OL OL as Op�\ CONNECT 3" FORCE MAIN _ TO EXISTING MANHOLE 1� I I . / "° EXISTING INVERT - 290.10 i\ I EXISTING FENCE \1 RE 't WASHED GRAVEL PR SOUTHWEST CORNER NEW INVERT= 1 G SERVICE SADDLE EXISTING wV sAN. SEWER WATER LINE ♦ k SIZE WILL VARY FORCE MAIN VARIES 2"-4" c NORTHEAST 1/4 A I MANHOLE y FLOW SECTION 5, T-1-S, R-1J-W a EXIST. 89. 0�9eo'11111 1 LRIM'EL = 295.411 DETAIL - AIR & VACUUM RELEASE \y JOB. No. 4062 Prepared For: ChapelRidge of Little Rock SCALE: 1" = 60' DRAWN BY: CAG g Mr. Burke Larkin BOND CONSULTING ENGINEERS, INC. SANITARY SEWER DESIGN DATE: OCTOBER 21, 2002 G 2601 T. P. White Drive Phone: olJacksonville, Arkansaso) 72076 20 30 E-mail: Tommy.8ond®Centurytel.com ERC Development, Inc. PART OF THE WEST 1 /2, SOUTHEAST 1 /4 OF SECTION 29, T-3-N, R-10-W SHEET FILE NO.: 4062ALTA-t.DWG Fort Smith, Arkansas 72913 JACKSONVILLE, PULASKI COUNTY, ARKANSAS 3 °r 4 CHSTAGE.ASC