Loading...
HomeMy WebLinkAboutZ-6240-B Map 18AppR.OX. LOCATION OF TEL. i3DT,,.i ' P o (SEP 5LD'6. ice• BY OTHiERS) � (0 CO LJt Ai'pROX LOGRTiON OF MD.P. (SEE OLD'&. DVS BY OTHo`) , PAD MTD TRANSF -SEE ELEG c.HEETS FOR DETAILS a EXACT SGOpe OF WORK 1 Mt I -DB -MT 'AA" { ° rIXTURE ONI 25' POLE (5512-25/4.1 m WITHH 3' CONCRETE 5A5E i 1 � (2) 4' pVG CONDUITS TO " 1 PSH EM5 FOR EXACT Pt -TAF > i — VERIFY EXACT LOCATION OF EXI5T1N6 WATER LINE PRIOR TO > TTi 5W.61STED 6A5 SERVICE LOCATION. FINAL LOCATION 13Y� a \ / &A5 UTILITY COMPANY• COORDINATE WITH &A5 UTILITY N COMPANY, CONSIST OF WG CONDUIT.. AND COPPER THW OR THHN CONDUCTORS WITH A 2305 EAST ROOSEVELT ROAD GREEN 6ROUNDINO CON=TOR PROVID® WITH THE BRANCH GRGUIT. EACH LITTLE ROCK, AR 72206 00 CONTACT, JON BATES �7 PHONE, 501-Wn-4558 > 0 B. CONDUIT TO 5E A Mn11M1M OF 24' SO -ON FINISH GRADES (SEL SWEET L, THE 613ri� CONTRACTOR SHALL IW IDE W1114 HIS BID RESULTS OF WATER PRESSURE AND FLOW TESTS TO VE IF*r THAT THE LOCAL WATER G4), SYSTEM 15 ABLE TO ACCOMMODATE II - E MINIMUM FIRE PRE5EUREM-CIA HDPE - 1-1166. CONDUIT AND WRINe TO 0 14I-0 - HANC,0R 1 ANY, I -800-841-6500 L THE eENERAL CONTACTOR SHALL IWa!IDF WITH HIS EMD. ADJUSTiNe ANY aa 00 N-12 - ADV(AN IML COMPANIES FOR EXACT LOCATIONS I7F IRHD�GROIR'ID UTILITIES. STORM INLETS, ETC"%TO MATCH FINISH GRADES. SHE GRADINO PLAN FOR � FINISH 6RAPES. NEENAH GOF:IS 5HALL T""- H" - I OTHERS) FOR UnuTY LOAD INFORMATION. pEmoslE EXI5TIN& 6" PVC b 913vAGE WIT# NEW 4" PVC, AS 0 IN THE CASE OF CONFLICT BETWEEN THIS PRAWNS AID ANY OTHER SHOWN. NEW 4' INVERT iN = 3x4.41. MpxE TION PER LOCAL {} C)7 0 ryeREgIJIR�ENTS. a 23 L.F. 4" PVC, 0 24 0 --n -TH SANITARY CLEANOUT oyp, SEE DETAIL SHEET) 0 0 :, 7- z z AppR.OX. LOCATION OF TEL. i3DT,,.i ' P o (SEP 5LD'6. ice• BY OTHiERS) � (0 CO LJt Ai'pROX LOGRTiON OF MD.P. (SEE OLD'&. DVS BY OTHo`) , PAD MTD TRANSF -SEE ELEG c.HEETS FOR DETAILS a EXACT SGOpe OF WORK 1 Mt I -DB -MT 'AA" { ° rIXTURE ONI 25' POLE (5512-25/4.1 m WITHH 3' CONCRETE 5A5E i 1 � (2) 4' pVG CONDUITS TO " 1 PSH EM5 FOR EXACT Pt -TAF > i — VERIFY EXACT LOCATION OF EXI5T1N6 WATER LINE PRIOR TO > TTi 5W.61STED 6A5 SERVICE LOCATION. FINAL LOCATION 13Y� PROP 5TA O - INV \�8' DLP WA -MR tMWN ---i — — — 64 LF. 4" PVG B 14 NOI 07' r='-WM1N6� �8 w STORM A 054', 14-F= gTiN•1 1.'3it0 F/L = 404.2x NOTE5 A CONTACTS FOR. 6. THEE PLANS, PREPARED BY DEW&N AND ENGINI RIN16, DO NOT To OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE cc MANUFAC bM R'5 fH �� SS 51�T,� Dwve T� �u� � OF THE SETS EWILOYEES, PAL OF �I ENSINrE LITTLE R q,q AR =�WO UME ROCK AR TZ204 BOYD praSTER� PR VE5610NAL $19MM HEREON DOES NOT FXTEN I R-ISlB-AIOG RH04E. 501•ifI A I 3b X901688-1414 SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE IWA* INTO THESE PLAN'-. THE CON Sjf4jCTTON CONTACTOR SHALL PRI OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE RES T a.E HOlC} SOVNN• STERN! 38.L ELECTRIC, ENn5+6Y 25.5'L 1111 CAPITAL., ROOM 465 r9 E NTERSY COURT > i — VERIFY EXACT LOCATION OF EXI5T1N6 WATER LINE PRIOR TO CONTAOT, CHRIS KEiTIe.EY CONTACT. MIM CEARLtY 5TA 0100)__ 5W.61STED 6A5 SERVICE LOCATION. FINAL LOCATION 13Y� a \ / &A5 UTILITY COMPANY• COORDINATE WITH &A5 UTILITY o .� COMPANY, CONSIST OF WG CONDUIT.. AND COPPER THW OR THHN CONDUCTORS WITH A 2305 EAST ROOSEVELT ROAD GREEN 6ROUNDINO CON=TOR PROVID® WITH THE BRANCH GRGUIT. EACH LITTLE ROCK, AR 72206 00 CONTACT, JON BATES OROUNDINS GONDUGTOR GONNEOTLND THE GROUND ROD TO THE POLES PHONE, 501-Wn-4558 > 0 B. CONDUIT TO 5E A Mn11M1M OF 24' SO -ON FINISH GRADES (SEL SWEET L, THE 613ri� CONTRACTOR SHALL IW IDE W1114 HIS BID RESULTS OF WATER PRESSURE AND FLOW TESTS TO VE IF*r THAT THE LOCAL WATER INV \�8' DLP WA -MR tMWN ---i — — — 64 LF. 4" PVG B 14 NOI 07' r='-WM1N6� �8 w STORM A 054', 14-F= gTiN•1 1.'3it0 F/L = 404.2x NOTE5 A CONTACTS FOR. 6. THEE PLANS, PREPARED BY DEW&N AND ENGINI RIN16, DO NOT To OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE cc MANUFAC bM R'5 fH �� SS 51�T,� Dwve T� �u� � OF THE SETS EWILOYEES, PAL OF �I ENSINrE LITTLE R q,q AR =�WO UME ROCK AR TZ204 BOYD praSTER� PR VE5610NAL $19MM HEREON DOES NOT FXTEN I R-ISlB-AIOG RH04E. 501•ifI A I 3b X901688-1414 SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE IWA* INTO THESE PLAN'-. THE CON Sjf4jCTTON CONTACTOR SHALL PRI OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE RES T a.E HOlC} SOVNN• STERN! 38.L ELECTRIC, ENn5+6Y U.S. OGa PATIONAL SAFETY AND HEALTH ADMINISTRATION (O,AHA7 AND/OR 1111 CAPITAL., ROOM 465 r9 E NTERSY COURT LOCAL RESULAMONS, LME ROC r, AR 73401 LUTTLE ROCK, AR 72211 VERIFY EXACT LOCATION OF EXI5T1N6 WATER LINE PRIOR TO CONTAOT, CHRIS KEiTIe.EY CONTACT. MIM CEARLtY H. BRANCH CIRCUITS ARE TO BE UW�hROUND AND SIZED FOR THE LOAD PHONES 501.3136594 RHONE. 501.454-561 WITH A MA)(IMIM VOLTAGE DROP OF 3% FOR THE DISTANCE FER THE V< NATIONAL ELECTRIC CODE. THE LKIEIRSIROUND BRANCH CIRCUITS SHALL 6Arm CE 4rB R POINT $EEGY CONSIST OF WG CONDUIT.. AND COPPER THW OR THHN CONDUCTORS WITH A 2305 EAST ROOSEVELT ROAD GREEN 6ROUNDINO CON=TOR PROVID® WITH THE BRANCH GRGUIT. EACH LITTLE ROCK, AR 72206 POLE SMALL ALSO HAVE A GROW ROD AT THE POLE WITH A COPPER CONTACT, JON BATES OROUNDINS GONDUGTOR GONNEOTLND THE GROUND ROD TO THE POLES PHONE, 501-Wn-4558 BASE, B. CONDUIT TO 5E A Mn11M1M OF 24' SO -ON FINISH GRADES (SEL SWEET L, THE 613ri� CONTRACTOR SHALL IW IDE W1114 HIS BID RESULTS OF WATER PRESSURE AND FLOW TESTS TO VE IF*r THAT THE LOCAL WATER G4), SYSTEM 15 ABLE TO ACCOMMODATE II - E MINIMUM FIRE PRE5EUREM-CIA HDPE - 1-1166. CONDUIT AND WRINe TO REQUiREMENT NOTED ABOVE 14I-0 - HANC,0R 1 ANY, I -800-841-6500 L THE eENERAL CONTACTOR SHALL IWa!IDF WITH HIS EMD. ADJUSTiNe ANY AND ALL EXISTING MAWS AVID CASTTNM MANHOLES, VALVE BOXES, N-12 - ADV(AN IML COMPANIES FOR EXACT LOCATIONS I7F IRHD�GROIR'ID UTILITIES. STORM INLETS, ETC"%TO MATCH FINISH GRADES. SHE GRADINO PLAN FOR FINISH 6RAPES. NEENAH GOF:IS 5HALL K SEE BUILPIN6 NSGWANICAL, PLUMBING AND ELECTRICAL DRAKNi65 (BY �}LU AttAeE Rs P>3z iZEG11 THE LOCAL FROM AS FE PROTY OTHERS) FOR UnuTY LOAD INFORMATION. COMPANIES. _ UTILIF. IN THE CASE OF CONFLICT BETWEEN THIS PRAWNS AID ANY OTHER PRAWNS ANPIOR THE SPEVrIGATION%THHE ENGINEER 5HALL BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. N 0 0 —151 LAND USE 13UFi: - INV = 409,00 •10 L.F. 4' pVG 0 5,00% INV = 40x50 Ib LP. R15M SECTION. See DETAIL SHEET - IW = 42550 I �6 4- 56 LF. 4' PVC 0 22356 R12,O,FP. LOCATED .F.E. = 42q.00 iN OUILDIN6 SpRjWjjRRI iN6 ORLAWIN�NN. Nn/ = 426 15 9 5Y OTHERS 1 SAN LI \ (2i A l;es01�� °�° IM/ = 421 � \ , -- 6A5 �l ci i� _ b• Gaoo-i�rG-F — t'�� i � I � ,. -� 8,,`a.ic6 `CONNECT WA 6' Dlp "_ L At P11 TO EASTIN6 b' WATERLINEI TS LOCAL WATER DEPT• R 'WI VERIFY EXACT LOCATION OF EXI5T1N6 WATER LINE PRIOR TO LU Z 55SMSI96 WOW- oCie 1 V< SUGGESTED STREET LICW LOCATION, TYP• FINAL LOCATIONS LLj 13Y ELECTRIC LMLITY GO {PAN ORDY WITH GO g a CONTRACTOR ELECTRIC UTILITY COMPANY FOR AND _z O O FIXTURE AND POLE TYPE CL oc E _E TRIG SERVICE- `� 2'm pVG GOND "T CONNECT TO U C,0ORDINATE WITH 0 0.4-7 AG+ 2• pVC, DOtESTIG UNE �_ 2• WATER N iETER IN PIT WITH H.P. COVER 4 RIM LAND IIRRI&ATILIN 1* � — MAKE TAPS A5 PER LOCAL WATER DEPT. REW'RB' iENT5 5TA 0 (0 A55-G-400tH-1?S HMT °AA• 1 FIXTURE ON 25' POLE (56P-25/47) ATH 3' CONCRETE 5A5E fIRE HYDRANT Y PER CARKH DETeTAi / b" &ATE VALVE 6' 12LU6 6•x6• REDUCER IP r—boxanxb° TEE *45ELL ., a At P11 AFL T J3E Ex7IENDeD WITHIN 'WI ELL- VIEWPOINTS COVE 9S644T-OF-NAY K66-- (TYP) RKW DETAIL ata d LOCATION OF PYLON SIGN ELE,TMOAL CONTRACTOR TO STUD UP INTO D15CONNECT 4 MAKE POWER INSTALLAnTION REWI C.00RD1NATE T5 WITH T S16N COMPANY - 1 1/2'm PVC CONDUIT WITH RI61D TURN -UP 1 °46'26"E 15' LAND U5E GRAPHIC SCALE ( IN FEET ) I inch = 90 & --SITE LOCATION MAP— NOT TO SCALE ZONING: 0-5 &ENEi2AL O1FICE WITH CONDITIONAL U5E (CA5E #Z-6240-0) IN / / )c(I 2.58 AG+ WATER 5Y5TEM GON5TRUGTION SHALL . CONFORM WITH THE JUNE 200`1 CENTRAL ARKAN5A5 KATER DEPARTMENT (GARKK) / STANDARD PIPELINE MATERIAL5 AND GON5TRUGTION 5PECIFIGATION511. / 5ANITARY 5ENER SYSTEM GON5TRUCTION 5HALL CONFORM WITH THE JANUARY 200-1 LITTLE ROCK KA5TEWATER UTILITY (LRKU) STANDARD 5PEGIFICATION5 FOR 5EKER GON5TRUCTION IN THE CITY OF LITTLE ROGK". 5O2°OS _2(p"N 28G{.18' I• XETENNESSEE SIGN and ���- NGINEERtNG INC ARCHITECTS STRUCTURAL AND CIVIL ENGINEERS 5105 Maryland Way Suite 200 Brentwood ,Tennessee 37027 61� 3'9A.;1179 fax: 370.9108 w,ww.daadeinr.us aTb - Y . u(. ., a Q #7 !0126/07 WF_ `cl° �(y LU Z #x 11/.27/07 ELSC. W. C.ON� oCie WEW 0011 TATS V< CITY C *1IjENT5 LLj CITY COMMENTS LLJ #6 10/04/07 Q #7 !0126/07 WF_ #b 11106/07 LU Z #x 11/.27/07 ELSC. W. C.ON� oCie WEW 0011 TATS V< CITY C *1IjENT5 LLj CITY COMMENTS _z O O CL oc LLJ #6 10/04/07 j J #7 !0126/07 WF_ #b 11106/07 CITY COhlTS #x 11/.27/07 ELSC. W. C.ON� J WEW 0011 TATS Job Number: 6i-0080 Revisions: #5 IO10V07 CLIENT GO"4!NTS #6 10/04/07 GLIEW COMMENTS #7 !0126/07 CITY COMMENTS #b 11106/07 CITY COhlTS #x 11/.27/07 ELSC. W. C.ON� #IO OV0310D WEW 0011 TATS #II 02107/Ob CITY C *1IjENT5 #12 0212VO6 CITY COMMENTS