Loading...
HomeMy WebLinkAboutZ-3407-A Application(-','R0MMLL A"rrEM E INEM April 15, 1994 City of Little Rock Department of Neighborhoods and Planning 723 West Markham Little Rock, AR. 72201 AT' N: Mr. Bobby Sims RE: Subdivision Application Process (Entergy) Project No. 93-066 Dear Sir, I am writing concerning the site plan review on the Entergy Industrial Park Site. letter along with the attached return receipts provides proof of wThis cover ritten notice to the adjacent land owners. As indicated on the attachments, the Iist of owners was obtained from a licensed future. abstractor. Thank you again for your cooperation, I look forward to working with you in the Sincerely, Mark S Meeks Attachments: Beach Abstract Letter List of Land Owners Certified Mail Receipts cc: Mr. James Ford Mr. Richard Woods Mr. Cooper Riley CROMWELL TRUEMPER LEVY THOMPSON WOODSMALL, INC. 101 S. SPRING STREET LITTLE ROCK, ARKANSAS 72201-2490 (501) 372-2900 FAX (501) 372-0482 Beach Abstract & Guaranty Company 7 100 CENTER STREET - P. O. BOX 2580 LITTLE ROCK, ARKANSAS 72203 TELEPHONE 376-3301 'C VED March 225, 1994 Mark Meeks Cromwell Architects Engineers 101 South Spring Street Little Rock, Ar. 72201 Dear Mr. Meeks: MAR 3199 CH0i1q VFLI ARCH1, EC?� E�"GWEE+Za We have examined the records of Pulaski County, Arkansas, as to the following: SE4 NE4 Section 21, Township 1 North, Range 11 West, East of Fourche Dam Pike and West 335' of SW --4 NA Section 221, Township 1 North, Range 11 West. AND, we find that the owners set out opposite the descriptions on the attached sheet are the owners which lie within 200 feet of the above described property. We do not certify as to validity of title and our liability is limited to the amount paid for this service. The addresses shown are taken from current directories and tax records of Pulaski County. We do not guarantee the accuracy of said addresses. We have certified to March 10, 1994 at 8:00 A.M.(Our Certifying Date) If we can be of further service to you, please call us. Sincerely, kL�1 BEACH ABSTRACT & GUARANTY COMPANY Over 100 Years Setung Records MORIAU, JOHN G From: WILLIAMS, EARNEST EUGENE Sent: Tuesday, July 08, 2003 9:42 AM To: MORIAU, JOHN G Cc: KIMES, WILLIE Subject: RE: Port training facility for Transmission John, see attached Eugene Williams CST,CIHT Sr., Safety Spec. Transmission Safety and Training JSA's and Job Briefings Take Minutes, Accidents Take Lives! -----Original Message ----- From: MORIAU, JOHN G Sent: Tuesday, July 08, 2003 9:14 AM To: WILLIAMS, EARNEST EUGENE Subject: FW: Port training facility for Transmission -----Original Message ----- From: KASTEL, BRUCE Sent: Tuesday, July 08, 2003 9:12 AM To: MORIAU, JOHN G Subject: FW: Port training facility for Transmission ----- Original Message -----_� From: POWERS, MARION Sent: Monday, July 07, 2003 5:37 PM To: KASTEL, BRUCE Cc: TAYLOR, MELANIE L; MCWILLIAMS, ART Subject: Port training facility for Transmission 1- 5- q -17 (�� q Page 1 of 1 Bruce I spoke to Jim Larson with Little Rock Planning Commission about the above. He said to get started he would need aproperty plat with a site layout of the facilities to be placed on the property: towers, buildings etc.. He said a picture or drawing of a sample tower with the height would be nice for reference. Can you provide this to me and 1 will get them to him. Call me about the matter of the soccer field and entrances to the proposed site of the training area. Thanks MP 7/9/03 60 -90 4ee'-) ct�- �Oi-vus� 2-3Vd-,/ + A- CL a (D N N m (D rt z w (D G N N w rt cn (n M co z ro ro It n rt ft a (D n �-j w 0 ((D ((D 0 ((DD 0 AGi p. (D (D H+- G W G N F - rr ct w ro r- 9 (D rr �-j G r- a ro r - z 1w > 4 w °� (D 3 "O ft 0 6< ro G G (D r• d N O 0 N 0) cwt < (D (• r• '� rt (D ro (D rt r- H (D ul �°c ui at w (D G (D (Dft � a to --s'3 � •V� iA ih � {h � ih y AOi r cn (n M co z ro ro It n rt ft a (D n �-j w 0 ((D ((D 0 ((DD 0 AGi p. (D (D H+- G W G N F - rr ct w ro r- 9 (D rr �-j G r- a ro r - z 1w > 4 w °� (D 3 "O ft 0 6< ro G G (D r• d N O 0 N 0) cwt < (D (• r• '� rt (D ro (D rt r- H (D ul �°c ui at w (D G (D (Dft � a to --s'3 � •V� iA ih � {h � ih •N P4 m y •b 0 i-� 0 ^� 0 U 47 0 oz tu •,�N UAr-r4 03128194 10:37 %2501 3720482 CROMWELL A E 0001/001 SUBDIVISION DA'Z'E " ITEM NO. FILE NO . T NAME: _. ...... 21 EV ELf7PGF� .- -• � t :^__`__� �j��1y�y��w'r �'�}�_�j c i Ty d J_tt`.1 E z I p y's S'I4 R 0 F�Ua►'It�FLf"ai�i's!'i;-+-..v�'ar'.iil=�iT1'e�i`4��Vjp'j k7r��gts'� ,_al.�y.--.-7 Ta f� � Co.x CROMWELL ARCHITECTS ENGINEERS March 24, 1994 Mr. Richard Woods City of Little Rock Department of Neighborhoods & Planning 723 West Markham Lit+.le R: c�{, AR 72201 Re: Subdivision Application Process Dear Sir: I am writing in the interest of our client, Entergy Services, Inc. Entergy wishes to proceed with the planned development of their Little Rock Port Industrial Park site. We are hereby submitting a five-year Master Plan outlining site development options, including building layout, parking and square footage projections. It is intended that required retention and street widening will be provided during construction of the T & D Systems Building. The scope of retention will include the Substation Bushing Building and the T & D Building. We are seeking the City Planning Commissions's approval in order to expedite one project already in the design stages (the T & D Systems Building) and to facilitate future construction projects at the Port site. Thank you for your consideration. We look forward to working with you in the fuiure. Sincerely, Mark S. Meeks MSM/sh cc: Mr. Jim Ford Mr. Bobby Sims Mr. Cooper Riley Mr. George Toombs CROMWELL TRUEMPER LEVY THOMPSON WOODSMALL, INC. 101 S. SPRING STREET LITTLE ROCK, ARKANSAS 72201-2490 (501) 372-2900 FAX (301) 372-0482 O O n t 9 - orJ •i X x rn w Vfi b w r � o a ui c m O cn �09pG� 130 m w CLa Q [n m � a m D ❑mea o m-0 c (Aw�3mn . cnmm3'n� Pm m T� _ o a Vl w Fr 3 m m Ommfy =r c c fl. g-.- m a-mm3M sCL 0 a A m Mac i' m w4 -0 dm n00 om0 rL pry W wm H :F CL CL O O 3 dJ 4 C? S I c 29 Z m C) M V -4 s p n CL m n wm P 'Pr w SL 3x�mm a r J O P m N m O cn �09pG� 130 m w CLa Q [n m � a m D ❑mea o m-0 c (Aw�3mn . CD aci T� _ o a Vl w Fr 3 m m Ommfy =r c c fl. g-.- T1 m a-mm3M sCL 0 a A m Mac i' m w4 -0 dm n00 om0 0 '1 m�om� a mm O. :F CL CL w f 1 m ! C C m H 7 © _ 3 a d c am�Om m m PC ❑ m fz� c x m a m 4 cc < x m m m m m m o CL 4' o v» m p wtl o 01 _A m O my � CL C, a C C Mal ��p7p m D a - 0 RO m � a m m m% R I2*�❑ h a wC 0 OF m ? m O m �►.i G C m CL my9cc 3�om--iz 2.91 -(02.0m -4z I Vx p] 'Pr �� :�'7 r J O P m . a a '.. - 0 i I O cn m w pw n� wm 0oom Q [n m D ❑mea o m-0 c (Aw�3mn . CD aci T� _ o a Vl w Fr 3 m m 1 O c c T1 m a-mm3M sCL 0 a A m a -0 dm n00 om0 0 3 O. :F CL CL CL 1 m ! I 3 a _n w m D x m .m i n�m° o •C W _A m O my � oo ODW. com O 9 ��rvcm .i m cc m my9cc 3�om--iz 2.91 -(02.0m -4z O a ..�-� a o �ooa8.mQ �mmm� N 7 ! a2L0�m _ma ¢B SO 7 IN m ' H� a mem»» m C mmamm ,-,0a m- om G 2 mm� m r awl amwa°° m N r m m£ C.0 m _ j� n n c< �s m D Amm m pp o D ❑ ❑<�� ,x p ^ m w o w w D CL m 10. m wn Cn m N m m m m y 4 m 7 w a 0 [E• c N m G m m LD c M p W® a m a C 7 m mho m N D m - ❑ m \3 \m n mma a nD n a m m F- '' 3 �17 mmo ^� m m30 ma _ s3 m a M o C ❑ Cl W' a� �... =r n a O m C a 7o y n� `�`(`p\�� n ��'0. 000 m a M O 4 `„mom C a \ `` m c 0 O 0 Z O m o n m3 a p xs y 3 h h37 m cis m 03W `m 0� m Z M m mn y m A m M 7 m m T.0 - M S9 f° �CL3 �m 3 9 � Q. N w V 'Pr N . a a '.. - 0 i 0 O cn t (1. C1 D pw n� wm 0oom m -j C' m-0 c (Aw�3mn . C4 o r� 0 G �3�ma}M . a a -0 dm n00 om0 0 3 m CL m0. o m' 3 x m .m i W oo ODW. O 9 ��rvcm .i m cc m 3�om--iz O a � m m� o �mmm� N CL m ' mem»» m C ,-,0a m- om G 2 P wc�c N r mM3 m _ j� m RW-�v, o pp o D ❑ ❑<�� � mamcm W C UL N m Ul D CL o< o x n» m v ' O D c LO m wf]T m m .O. w a ui n N m G m m m N 7 W® a m � O Rm n s o m 4< Z �c ❑ mM a m O 3 m° m �cc - m 3 �17 mmo ^� m m30 ma 0 m M H �a CL m O» 4 w a; -00 a 7o CL iiy r C❑ m:. jj ��y{ ❑ ❑ r' g n ��'0. 000 m a M `„mom m �O ro,1 0 C O m o n m3 a `m ^oa 3 s n m cis `m 0� m Z m mn < mQC mm A m M `" m 3 �' w M f° �m 3 9 aw 0 1 Qa J f Qa J 4c {� O * N CN 7 1 m Lu qm0 9 U Oo 45 m w Q lil G W m C•u) a y C m ❑ m v m -0 H v C N w w C m d p C vn4' O� vm� y Q a U w V m m Q ti 2m O O>mtim a°'F.❑ ❑ Q O a7 Y q osma` a we c m - '10 I mmdmci � a om�m _ a m mC@Sy7� r C C CL cm r 1 V C 65 5 p�p a q F"mC=W-� ` 1 crrmmrov E �°❑`a`m� a-wZo ° W a ME of a m c m a E'm o m m C M L :9 a, 1 of L°1 �Kmd °mO m V IIJJ •� Q Q _` � rva my � Q � � � m m ❑ r- z�to o4 mr m .r m ° {'7 pq N U � Aca aro c Q , Q�. N/ ❑ � �x x� a 4c7) J —, r LU a w4c Q1'K l" I JJ1 V�y"1 yy M T �y MI wV, •' I T rci. a�w r� or, j ami &40 C',� N +' it � o 4c * O O O 4c {� O * N CN 7 1 m Lu qm0 9 U Oo 45 m w Q lil G W m C•u) a y C m ❑ m v m -0 H v C N w w C m d p C vn4' O� vm� y Q a U w V m m Q ti 2m O O>mtim a°'F.❑ ❑ Q O a7 Y q osma` a we c m - '10 I mmdmci � a om�m _ a m mC@Sy7� r C C CL cm r 1 V C 65 5 p�p a q F"mC=W-� ` 1 crrmmrov E �°❑`a`m� a-wZo ° W a ME of a m c m a E'm o m m C M L :9 a, 1 of L°1 �Kmd °mO m V IIJJ •� Q Q _` � rva my � Q � � � m m ❑ r- z�to o4 mr m .r m ° {'7 pq N U � Aca aro c Q , Q�. N/ ❑ � �x x� a PFL Life Insurance Company c/o AEGON USA d� Realty Advisors, Inc. 4333 Edgewood Road N.E. Cedar Rapids IA 52499 Dr. George P. Beene James K. Sherman John M. Meadors, et. al. 3421 Happy Valley Drive Little Rock AR 72212 Jack L. Tyler & Wife Margaret D. #5 Greenbrier Road Little Rock AR 72202 Capital Properties, Ltd. 212 Center, Suite 800 Little Rock AR 72202 Binz Realty Company 4, 1023 Rushing Cr. Little Rock AR 72207 Michael A. Rivalto 1420 Stonebrook Memphis TN 38116 4/,er 716, J. O. Fine & H.F. Fine Trustees of Fine Properties Trust c/o Fine Property Trust P. O. Box 3586 Fort Smith AR 72913 City of Little Rock Little Rock Port Authority U 7500 Lindsey Road Little Rock AR 72206 O'Neal Steel 8501 Frazier Pike Little Rock AR 72206 John Maneely Co. 900 Haddon Avenue Collingswood NJ 08108 Arkansas Power & Light P. O. Box 551 Little Rock AR 72203 Arkansas Power & Light P. O. Box 551 Little Rock AR 72203 4 00 M L L r a r0 0 VI L L W a Q N N E3� W0< ch o� ° C3 N U} ❑ a. mCDm M E a Q N N CL Q c C3 N U} vw m E v mCDm M E ca m U �- O O CL L Lp Sao ,f 'O C = E W,a "r Q E p „o_stz v c m D Q LO M 4- 0 E �C .E m cr O Q' CD c � c c13 vw m E v mCDm ca m U cn-0U) o o as a o o O p ❑ 1- a „o_stz v c m D Q LO M 4- 0 E �C .E m cr O Q' 0'-5', w/JUMPER, DE, GUYED, 3—POLE, GUY (L—CON), SINGLE CIRCUIT, DE POLYMER, STEEL 161kV 20'-0" 20'-0' Z T.L. NOTES: 1) All dimensions are to Centerline of attachment. 2) See Pole Fabricator's drawings for attachment details. 3) See Staking Sheet and CU Drawings for line angles, pole, footing, + grounding and sign requirments. i 4) Refer to Assembly drawings for part details. 5) Conductor attachment vangs shall be placed within 5 degrees of Ahead and Back locations. 6) Bottom guys are Control Guys with a prefered 1:1 slope and 1:1.5 max. slope. See Guying Arrangment drawing for details. 7) Not a standard Alliance Pole. T&B needs to analyze structure loading for each job. 8) For Plan View Orientation see drawing PVO, sheet 8, Yew PV -37. 1 1 1-17-01MOVED GUY WIRES DOWN 4'-0' RMB NO. i DAZE: I REVISION BY: .F LJA3-LC-DEP-S 161 1 j ENTERGY STANDARD DWG. DESIGN APPROVAL ISTANDARDS APPROVAL SIGNED / DATE I SIGNED / DATE 3—POLE DEADEND STEEL 0'-5' SINGLE CIRCUIT APPROVED BY: ASSEMBLY LIST ITEM QTY, ASSEMBLY/DRAWING 1 3 8LT—P—S 2 5 DEP-161—XX 3 3 I JLP-161—XX 4 4 j OHG—DE—XX REFERENCE DRAWINGS 7 1 SGN—S 8 1 GND-3 POLE — POLE INDEX _9 10 3 FOOTING 11 — �YANC-161, REF. NO. 27 12 I — IGUY—ARRG. Sht7, GA -14 20'-0" 20'-0' Z T.L. NOTES: 1) All dimensions are to Centerline of attachment. 2) See Pole Fabricator's drawings for attachment details. 3) See Staking Sheet and CU Drawings for line angles, pole, footing, + grounding and sign requirments. i 4) Refer to Assembly drawings for part details. 5) Conductor attachment vangs shall be placed within 5 degrees of Ahead and Back locations. 6) Bottom guys are Control Guys with a prefered 1:1 slope and 1:1.5 max. slope. See Guying Arrangment drawing for details. 7) Not a standard Alliance Pole. T&B needs to analyze structure loading for each job. 8) For Plan View Orientation see drawing PVO, sheet 8, Yew PV -37. 1 1 1-17-01MOVED GUY WIRES DOWN 4'-0' RMB NO. i DAZE: I REVISION BY: .F LJA3-LC-DEP-S 161 1 j ENTERGY STANDARD DWG. DESIGN APPROVAL ISTANDARDS APPROVAL SIGNED / DATE I SIGNED / DATE 3—POLE DEADEND STEEL 0'-5' SINGLE CIRCUIT APPROVED BY: i DATE: 1-17-01 CHECKED BY: SCALE: NONE DRAWN BY: RMB ESI N0. TCS412A1 No. LJA3LDEP $Y PLOT 1=130 SH. 1 OF 1 0 70-120', DE, GUY (L—ALL), SINGLE CIRCUIT, DE POLY, CONC 161kV C (Se DATE 0 I M I T.L. REVISION ASSEMBLY LIST ITEM OTY. I ASSEMBLY/DRAWING 1 6 DEP-161—XX 2 2 OHG—DE—XX 3 2 TEE-01G—DE—LG 4 6 TEE—INS—G REFERENCE DRAWINGS 7 1 SGN—C 8 1 GND 9 — POLE INDEX 10 1 FOOTING 11 — GYANC-161, REF. NO. 18 12 -- GUY—ARRG, Sht 1, GA -2 13 — OHGCFG, SHT2. DET. OG 14 — CONCFG, SHT2, DET. CG NOTES: 1) All dimensions are to Centerline of attachment. 2) See Pole Fabricator's drawings for attachment details. 3) See Staking Sheet and CU Drawings for line angles, pole, footing, grounding, and sign requirements. 4) Refer to Assembly drawings for part details. 5) Conductor attachment vangs shall be placed within 5 degrees of Ahead and Back locations. 6) Bottom guys are Control Guys with a prefered 1:1 slope and 1:1.5 max. slope. See Guying Arrangement drawing for details. 7) For Plan View Orientation see drawing PVO, sheet 1, View PV -3. D -LA -DEP -C 161 ENTERGY STANDARD DWG. IDESIGN APPROVAL ISTANDARDS APPROVAL SIGNED / DATE I SIGNED / DATE DEADEND CONC 161 kV 70'-120' SINGLE CIRCUIT 0 APPROVED BY. EJG I DATE: 9-22-97 CHECKED BY. AS SCALE: NONE DRAWN BY: ECSI ESI N0. TCS255AO to No. DLADEP BY: APPR: �� PLOT 1=130 SH 1 OF 1 0 30-0" i T, 3" 1 7'-3" 7' 5" 7, I 234X9 ye X50=0 514AVE POLE TO 8" DOUGLAS FIR WA MCH.>sou, 1WASHERNUT4NUT GROUNDWIRECI.ANP 7=3' JJJ 000 m 0 0 -,n-o in %9%00 CcCO: 000 W Z o .o" n+♦ PLAN VIEW ZINC POLE ROOF _ 41113*64 L-IB'LONG 7' 5, I 7-5• s I XBRACE 514ALL BE INSTALLED ONLY WHEN .` SPECIFIED i4-LraOLT 91LY LINK -OB 79271 5USP. CLAMP -OB 83044 SEE NOTE FOR NUMERALS 5" - F E.� SIDE VIEW f SUSPENSION SHIELD WIRE DEAD END INSULATOR AND GUYS INSTALL ONLY WHEN SPECIFIED 7 W9 W MCN.BOLT Y NuT 6- LgCKNUT- 4•Sq.CU WAS14MR `ai•:•L X-15RACE , I LCENT6R CLAMP ii 1 �I l ALLHOLES BORED I LOCKS IN FIELD SHALLBE `��y I� WA"IE TREATED WITH I ✓✓"1 CREOSOTE OIL 1 INSTALL VPOLE NUMBERS WITH 16IGALV. BOAC NAILS IS=OMINIMUM j I ABOVE GROUND LINE. SPACE NUMERALS 3"APART I IN GENERAL NUMBERS 514ALL FACE ' TOWARD ORIGIN OF LINE. FACE NUMBERS TOWARD ROAD WHEN WITHIN SIGHT DISTANCE OF ROAM N2 6BWG STEELGROUND WIRE I I FASTENED TO POLE WITH GROUND WIRE CLIPS AND 169 GALV. IRON BOX NAIL5,EVERY THREE FEET. ATTACH TO SHIELD WIRE ARM WITH CLAMP. NOTE: INSTALL WIRE ME914 ON ALL_ POLES 70 FEET IN LENGTH &- ABOVE PER DWG, STno-Alo-251. LINE VIEW FOR NUMERAL INSTALLATION DETAILS SEE DWG. STI10-A10-257A INSTALL HOLD-DOWN WEIGHTS ONLY WHEN SPECIFIED POLE KEY B -XS ANCHOR LOG WEDGED IN EXCAVATION AGAINST POLE INSTALLED ONLY WHEN SPECIFIED CKLE D -DOWN IGHTS 1 18111 EWM C LOOSE ROCK I 4'IN SOLID ROCK GROUND LINE {SOUEEZON CLAMP � V W W __ ___..— . 0. o-u�i j PULL GROUND WIRE OVER BUTT ip t0 "' I AND WRAP 6 TURNS AROUND POLE ON CPITCH.FASTEN TO coo POLE WITH WIRE CLIPS AND 0-,L 162 GALV. BOX NAILS. NOTE: INSTALL WIRE ME914 ON ALL_ POLES 70 FEET IN LENGTH &- ABOVE PER DWG, STno-Alo-251. LINE VIEW FOR NUMERAL INSTALLATION DETAILS SEE DWG. STI10-A10-257A INSTALL HOLD-DOWN WEIGHTS ONLY WHEN SPECIFIED POLE KEY B -XS ANCHOR LOG WEDGED IN EXCAVATION AGAINST POLE INSTALLED ONLY WHEN SPECIFIED CKLE D -DOWN IGHTS N S'- O" in -N 3 a� 4L. WWWIAWI J,_I-1JJ 00000, as aaa o in O in b orno+m(10 Cfwa�� LL000 LLLLILLLLL 61 Q1 01 iA C1 N �0 In _ �0 �jq(DU)In't w W LdA 'A7 aaao0. qqao o m T CO co TAMPED CRUSHED M of oC c C STONE IWSTALLED LL u. LL u. IL ONLY WIZEN 0-0o SPECIFIED- - PLAN QUICK BARTAP RIDGE IRON ASSEMBLY HUGHES NO. 2605 LE SHAVED FLAT TO S' NOTE: HEADS OF 5/8"xl'/Z%ARRIAGE BOLT5 TO BE DRIVEN INTO POLE DURING ASSI=MBLY, 8'-O " i 3x3'/awexll I s 11ax. `NI cel r-� D.A. BOLTS UFX. NUTS i ELEVATION DETAILS OF UNIVERSAL POLE BRACKET CORP TYPE "A" STEEL ARM, ARM PLATE $ BANDS. REFERENCE DRAWINGS:- UAP RAWINGS:- UAP -.5c-r- ( STEEL ARM) U A P - 561 - ($ANDS) U BP - 453 - (ARM PLATE) NOTE: BOND ALI- HARDWARE TO POLE GROUND. ALL HOLES BORED IN FIELD SHALL BE TREATED WITH PRESERVATIVE GROUND LINE 4 12" POLE KEY- WEDGED IN FXcAVATION AGAINST POLE, INSTALLED ONLY WHEN SPECIFIED. PULLGROUND WIRE UNDER BUTT AND WRAP 6 TURN5 ON 4" PITC14. Ln 16" -tom –Y' —. 11d S 1- MIF POLE EYE PLATE NO. PX42 1- THIMBLE CLEVIS NO. PA272B 1- PREFORMED GUY GRIP NO. BG2115 1- 7/8" X 16" MACHINE BOLT w/NUT AND MF LOCKNUT (TOP) 1- 7/8" X 16" MACHINE BOLT w/2 NUT, MF LOCKNUT, AND BONDING CLIP (BOTTOM) 2- SQUARE CULVED WASHER 1- SUSPENSION CLAMP 1- ANCHOR SHACKLE ANDERSON/AS-35 1 f 16" 0 o i aai mn; 02 Doi 00, .mc i 1 -4" SQ.� CURVED WASHER PI AN \/IFW DOUGLAS FIR CROSSARM 5 3/4" X 7 3/4" X 22'-9" FOR L14.5 5 3/4" X 7 3/4' X 28'-3" FOR L20 DOUGLAS FIR CROSSARM 5 3/4" X 7 3/4' X 15'-6" FOR L14.5 5 3/4" X 7 3/4" X 2T'-0" FOR L20 1- MIF POLE EYE PLATE NO. PX42 1- THIMBLE CLEVIS NO. PA272B 1- PREFORMED GUY GRIP NO. BG2115 1- 7/8" X 16" MACHINE BOLT w/NUT AND MF LOCKNUT (TOP) 1- 7/8" X 16" MACHINE BOLT w/2 NUT, MF LOCKNUT, AND BONDING CLIP (BOTTOM) 2- SQUARE CULVED WASHER ZINC POLE ROOF1- SUSPENSION CLAMP 1- ANCHOR SHACKLE ANDERSON AS -35 CFOR NUMERAL INSTALLATION DETAILS DWG. ST110-A10-275A BACKFILL I INF VIEW FOR DIMENSIONS SEE ST110-A10-314C PER DETAIL AS SPECIFIED IN CONSTRUCTION SPECS. AS2466.16 HANGER 5/8" ROD - NUT & LOCKNUT AS2466AA PLATE 2" X 1/4" X 8 3/8- 1/2" x 9" BOLT LOCKNUT 3 3/16" 3 3/16" CROSSARM CLEVIS TYPE AS -2466 U -BOLT SUSPENSION HANGER SQUEEZON(2} K-/ GROUND LINE CCC..JJJ EXTEND GROUNDWIRE TO ANCHOR RODS PER ST110-A10-107A o I I� N "U" -BOLT TYPE SUSPENSION SUSPENSION tNSULATbRS HANGER TENSION INSULATORS SQUEEZON I SQUEEZON NOTE: INSTALL WIRE MESH PER SEE CONSTRUCTION SPECS. DWG. ST110-A10-251 I FOR GUY ATTACHMENT DETAIL I ALL HOLES BORED IN FIELDSHALL I BE WITH I CREOSOTE OILEATED I I I JJJJw )0000 n.aa(L I 3 vn o �n b -ton Colon 14'-6" FOR 1_14.5 14'-6" FOR L14.5 I -wxo:x )0002 I it I hoed N Q d M I NO. 4 COPPERWELD GROUND I I WIRE FASTENED TO POLE AT 3 FT. INTERVALS WITH 1-1/2- I COPPERWELD STAPLES I l I I[ I l I I I f 18" IN EARTH & LOOSE ROCK I I I SQUEEZON SQUEEZON(2) 4" iN SOLID ROCK I W W W W I I 0000 aaaa PULL GROUND WIRE OVER BUTT .'In bzoo N I AND WRAP 6 TURNS AROUND POLE I FOR POLYURETHANE FOAM l ON 4" PITCH. FASTEN WITH 1-1/2" APPLICATION SEE ST110-A10-417 0 2 0 0 I COPPERWELD STAPLES `j Oj iO Oj USE GROUND WIRE DETAIL PER m m n r ST1 10-A10-417 WHEN USING CRNSHFD STONE OR FOAM BACKFILL I INF VIEW FOR DIMENSIONS SEE ST110-A10-314C PER DETAIL AS SPECIFIED IN CONSTRUCTION SPECS. AS2466.16 HANGER 5/8" ROD - NUT & LOCKNUT AS2466AA PLATE 2" X 1/4" X 8 3/8- 1/2" x 9" BOLT LOCKNUT 3 3/16" 3 3/16" CROSSARM CLEVIS TYPE AS -2466 U -BOLT SUSPENSION HANGER SQUEEZON(2} K-/ GROUND LINE CCC..JJJ EXTEND GROUNDWIRE TO ANCHOR RODS PER ST110-A10-107A AERIAL NUMERAL INSTALLATION PER DWG. STI10-AID-257A 14 UNIT SIDE TENSION DETAIL'K INSULATOR ASSEM13UES PER DV4.STHO-AIO. 145I TYPE 'C7 -BR" f TA '40m; ALL HOLES BORED IN FIELD SHALL BE TRTAT6'DWIT:1 PRESERVATIVE I i MIF POLE EYE� RATE �! . ' I I SONDIIA CLIP HUGHES 47278 _ No. PA37A-N}BOLTS �I MIF THIMBLE GLEVIS II^ ' N NUGNGS 3154 LINKSII FA2,7Z5 it G YFGRMIRIP D ZITS II ! i? I. nll�t7nu FUTURE. IS.2 W ARM INSTALL PALE NUM BURS WII'N I(A SALV, BOX "I$ A MINIMUM OF_ IS' ADOVG GROUND. IN SINKNAL NUM 84ft 614ALL FAcE YGWARDS ORIGIN OF LINE. FACE NUMBERS TONARDROAD WNELI WITHIN SIGHT D15TANCE OF RMV. G6 GA LY. SPE EL SROUND W)RE, ATTASN -VCRY 2 FEET WITN CLIP ANO Ni! GA LY. Box MAIL. V -o. GROUND PULL SMUND WIRE UNDER BUTT AND WRAP G TURNS AA'OUND FOLIC ON 4' PITCH. F"TEN WITH CLIPS AND KS GALV. BOX NAILS. TYPE 'C1' MrVILIM ANGLE S1-R4r-fgWg DETAIL "B" NOTE: BOND GROUND WIRE AND POLE LYS PLATES WITH BONDING CLIPS AND SQUT.EZONS. 2 MIF LE E�G ZINC POLE CAP A b0 BOYE L S 11 �? DING CLIP 9/WO ANCHOR SHACKLEHES2727.5 0.15, NO. 79609 I 1 JU 5,W.SU59ENSION CLAMP W/CLEV IS CONNECTOR EIRAGKEr. NUGN>r5 4 NO'2a42'T GUYING TEE PREFORMED DETAIL'K INSULATOR ASSEM13UES PER DV4.STHO-AIO. 145I TYPE 'C7 -BR" f TA '40m; ALL HOLES BORED IN FIELD SHALL BE TRTAT6'DWIT:1 PRESERVATIVE I i MIF POLE EYE� RATE �! . ' I I SONDIIA CLIP HUGHES 47278 _ No. PA37A-N}BOLTS �I MIF THIMBLE GLEVIS II^ ' N NUGNGS 3154 LINKSII FA2,7Z5 it G YFGRMIRIP D ZITS II ! i? I. nll�t7nu FUTURE. IS.2 W ARM INSTALL PALE NUM BURS WII'N I(A SALV, BOX "I$ A MINIMUM OF_ IS' ADOVG GROUND. IN SINKNAL NUM 84ft 614ALL FAcE YGWARDS ORIGIN OF LINE. FACE NUMBERS TONARDROAD WNELI WITHIN SIGHT D15TANCE OF RMV. G6 GA LY. SPE EL SROUND W)RE, ATTASN -VCRY 2 FEET WITN CLIP ANO Ni! GA LY. Box MAIL. V -o. GROUND PULL SMUND WIRE UNDER BUTT AND WRAP G TURNS AA'OUND FOLIC ON 4' PITCH. F"TEN WITH CLIPS AND KS GALV. BOX NAILS. TYPE 'C1' MrVILIM ANGLE S1-R4r-fgWg DETAIL "B" NOTE: BOND GROUND WIRE AND POLE LYS PLATES WITH BONDING CLIPS AND SQUT.EZONS. 2 I 11 �? SONCNNG CLIP N U6ES No 2727.8 5WIkfiIN6r AHFLE f' EIRAGKEr. NUGN>r5 4 NO'2a42'T GUYING TEE M' I � ¢BOLTS HUSHES NA 2842.26 OAM� MIF THIMBLE GLEVIS PA 2726 Nib I &UYGRIIP56YIIs S i7i P squ�szoN ` n �o°off PYA HZ � RS 'U �HOLEs, CN GRFS W2-7 E HU6HE5 NRRW2.70 OE Or SPACERS ON EACH EIPt OF G Uv I M G TEE AND INSIDE OF ,flog f"R DETAIL'C" TWMSLE GLEVIS. E%TrND GROUND WIRE %gag TO ANCHOR RODS. OO Jim RH ARKANSAS POWER Q LIGHT COMPA iJi O ih nAOG PINE BLUFF. ARKANSAS TRANSMISSION OF DRAWINGS JOB NO JOB TITLE 93-066 / 94074 DATE 3-11-03 ENTERGY "CETAR" SITE COMPANY CUSHMAN WAKEFIELD ADDRESS 29h FLR. TCBY TOWER ATTENTION MARION POWERS We are sending you the following: BY: ® Messenger ❑ Express - ❑ Parcel Post ❑ First Class Mail ❑ Other - ❑ Preliminary Drawings ® Architectural Drawings ❑ Mechanical Engineering Drawings ❑ Electrical Engineering Drawings ❑ Civil Engineering Drawings ❑ Structural Engineering Drawings ❑ Specifications ❑ Addenda ® Electronic Media NAME DRAWING NO. DATED COPIES REMARKS 5 YEAR MASTER PLAN D-2 f 8-10-94 1 FULL-SIZE 5 YEAR MASTER PLAN D-2 8-10-94 1 HALF-SIZE LAY -DOWN YARD PLAN MAX -2 8-22-94 1 FULL-SIZE LAY -DOWN YARD PLAN MAX -2 8-22-94 1 HALF-SIZE CD CD 3-11-03 1 2 TRANSLATED FILES COPIES: By File MARK MEEKS DEVELOPMENT BOUNDARIES APPROXIMATELY 49 ACRES LITTLE ROCK PORT INDUSTRIAL PARK is ----------- 1171,; 117 ,; ACRES r: UNDEVELOPED ENS RGY APPROXINii Y AC i CITY OF LITTLE ROCK CORPORATE LJMITS Site Plan Review PROPBRTY TRS ITEM NO. Z -3407-A PD ENTERGY FIVE-YEAR N CT MASTER PLAN 8 ger CROMWELL ARCHITECTS ENGINEERS December 19, 1996 Mr. Richard Wood City of Little Rock 723 West Markham Little Rock, AR 72201-1334 RE: Entergy- Little Rock River Port Site, Square Footage Revisions A/E Project No. 96-13 8 Dear Richard, I am writing concerning the square footage analysis you had requested in your conversation with Tim Daters of White- Daters & Assoc.. Tim instructed me that I would need to make adjustments to the square footage breakdown as indicated on sheet D-1 (issued 3-23-94 & filed with the City). I have indicated the proposed addition to building "C". The square footage of Building "C" breakdown was increased by 6,000 S.F. to reflect this proposed addition. Warehouse #1 breakdown was decreased by the same 6,000 S.F. figure in order to maintain the original Total Square Footage Projections. Please feel free to call with any additional questions or comments you may have. Thank you for your cooperation, I look forward to working with you in the future. Sincerely, Mark Meeks CROMWELL TRUEMPER LEVY THOMPSON WOODSMALL, INC. 101 S. SPRING STREET LITTLE ROCK, ARKANSAS 72201-2490 (501) 372-2900 FAX (501) 372-0482 City of Little Rock Department of Neighborhoods apd Planning 723 West Markham Little Rock, Arkansas 72201-1334 (501) 371-4790 May 13, 1994 Mr. James e. Ford, P.E. AP&L/ENTERGY Services P. O. Box 8082 Little Rock, AR 72203 Planning Zoning and Subdivision RE: ENTERGY FIVE-YEAR MASTER PLAN -- SITE PLAN REVIEW (Z -3407-A) Dear Mr. Ford: Enclosed is'the agenda write-up and minute record For your item which was heard at the May 3, 1994 PIanning Commission meeting. The Commission approved the site plan with conditions. The minute record reflects the conditions of the approval. If you have any questions about this matter, please call me at 371-6814. Sincerely, /� v/_� Bobby . Sims Subdivision Administrator 13 City of Little_ Rock Department of Neighborhoods and Planning 723 West Markham Little Rock, Arkansas 72201-1334 (501) 371-4790 April 28, 1994 Mr. James E. Ford, P.E. AP&L/Entergy Services P. O. Box 8082 Little Rock, AR 72203 RE: ENTERGY FIVE-YEAR MASTER PLAN SITE PLAN REVIEW (Z -3407-A) Dear Mr. Ford: Enclosed is a copy of the agenda write-up on your item before the Planning Commission next Tuesday aftemoon. This write-up is furnished to the Commission members as a summary of your application. The Planning Commission meeting starts at 12:30. The meeting is held in the Board of Directors Chambers, 2nd. floor, City Hall, at 500 W. Markham St. The hearing on your item will be the fifteenth item on the agenda. If you have any questions on this matter, please feel free to call me at 371-6814. Sincerely, Bobby . Sims Subdiv sion Administrator Planning Zoning and Subdivision City of Little Rock Department of Neighborhoods and Planning Planning Zoning and Subdivision 723 West Markham Little Rock, Arkansas 72201-1334 (501) 371-4790 April 1, 1994 Mr. James E. Ford, P.E. AP&L/Entergy Services P. O. Box 8082 Little Rock, AR 72203 RE: ENTERGY FIVE YEAR MASTER PLAN SITE REVIEW (Z -3407-A) Dear Mr. Ford: The above referenced item has been placed on the Planning Commission agenda for May 3, 1994. The Planning Commission meetings are held in the Board of Directors Chambers, second floor of City Hall, 500 W. Markham St., and begin at 12:30 P.M. You and/or your representative will need to present your request to the Commission and be prepared to answer questions which may arise. On April 14, 1994, at 1:00 P.M., the Subdivision Committee meeting will be held. At this meeting, the plans will be discussed and presented to a committee of Planning Commission members. This meeting is held in the City Manager's conference room, second floor of City Hall. At this meeting, nd to discuss the techn �al present request spect of tthe design.and design to the Committee members a Notification of your proposed request must be made to property owners within 200 feet of the site. A list of these owners must be prepared by an abstract or a title company. You must send the notices by certified mail, postmarked no later than 15 days prior to the Planning Commission meeting date. Note: the letters must be sent certified, but they do not have to be sent "Return Receipt Requested". If you have any questions concerning these meetings or the process which will be followed, please call me at 371-6814. Sincerely, r Bobber : Sims Subdi ision Administrator Date City of Little Rock Department of Neighborhoods and Planning 723 West Markham Little Rock, Arkansas 72201-1334 (501) 371-4790 RE: March 30, 1994 Planning Zoning and Subdivision Name: Entergy 5 -Year Master Site Plan File .-No. Z -3407-A Location: See Below. Type of Issues: Site Plan Review Location: Arkansas Power & Light Company Arkansas Louisiana Gas Company Southwestern Bell Telephone Company Little Rock Municipal Water Works Little Rock Wastewater Utility System County Planning Little Rock Fire Department Public Works Department - Engineering Parks and Recreation Department Neighborhoods & Planning - Site Plan Review Graphics TO WHOM IT MAY CONCERN: East side of Gourche Dam Pike (AKA Thibault Rd.), 0.4 mile south of Frazier Pike Rd. On Mav 3 , 19 9_, the Little Rock Planning Commission will consider the above referenced subject. Note: Interdepartmental Meeting held on A copy of the Issue is enclosed for your consideration, and your comments and/or recommendations will be greatly appreciated. Sincerely, Depar ent of Neighborhoods and Planning (Please respond below, and return this letter for our records.) k Approved as submitted Easement required (see attached plat or description) Comments: By: ✓K Enclosure IECity of Little Rock Department of Neighborhoods and Planning 723 West Markham Little Rock. Arkansas 72201-1334 (501) 371-4790 RE: Date March 30, 1994 Planning Zoning and Subdivision Name: Entergy 5 -Year Master Site Plan File .-No. Z -3407-A Location: See Below. Type of Issues: Site Plan Review Location: Arkansas Power & Light Company Arkansas Louisiana Gas Company Southwestern Bell Telephone Company Little Rock Municipal Water Works Little Rock Wastewater Utility System County Planning Little Rock Fire Department Public Works Department - Engineering Parks and Recreation Department Neighborhoods & Planning - Site Plan Review Graphics TO WHOM IT MAY CONCERN: East side of Gourche Dam Pike (AKA Thibault Rd.), 0.4 mile south of Frazier Pike Rd. On Mav 3 , 19 _94 , the Little Rock Planning Commission will consider the above referenced subject. Note: Interdepartmental Meeting held on A copy of the Issue is enclosed for your consideration, and your comments and/or recommendations will be greatly appreciated. sincerely, Depar ent of Neighborhoods and Planning (Please respond below, and return this letter for our records.) Approved as submitted Easement required (see attached plat or description) Comments: By: Enclosure City of Little Rock UDepartment of Neighborhoods and Planning 723 West Markham Little Rock, Arkansas 72201-1334 (501) 371-4790 RE: Date March 30, 1994 Planning Zoning and Subdivision Name: Entergy 5 -Year Master Site Plan File -No. Z -3407-A Location: See Below. Type of Issues: Site Plan Review Location: Arkansas Power & Light Company Arkansas Louisiana Gas Company Southwestern Bell Telephone Company Little Rock Municipal Water Works Little Rock Wastewater Utility System County Planning Little Rock Fire Department Public Works Department - Engineering Parks and Recreation Department Neighborhoods & Planning - Site Plan Review Graphics TO WHOM IT MAY CONCERN: East side of Gourche Dam Pike (AKA Thibault Rd.), 0.4 mile south of Frazier Pike Rd. On Mav 3 , 19 fig_, the Little Rock Planning Commission will consider the above referenced subject. Note: Interdepartmental Meeting held on ;1 P. 1994 A copy of the Issue is enclosed for your consideration, and your comments and/or recommendations will be greatly appreciated. sincerely, Depar eat of Neighborhoods and Planning (Please respond below, and return this letter for our records.) Approved as submitted Easement required (see attached plat or description) Comments: By: Enclosure City of Little Rock 13 Department of Neighborhoods and Planning _ Planning Zoning and 723 West Markham Subdivision Little Rock, Arkansas 72201-1334 (501) 371-4790 Date March 30, 1994 RE: Name: Entergy 5 -Year Master Site Plan File -No. Z -3407-A I Location: See Below. Type of Issues: Site Plan Review Location: Arkansas Power & Light Company Arkansas Louisiana Gas Company Southwestern Bell Telephone Company Little Rock Municipal Water Works Little Rock Wastewater Utility System County Planning Little Rock Fire Department Public Works Department - Engineering Parks and Recreation Department Neighborhoods & Planning - site Plan Review Graphics TO WHOM IT MAY CONCERN: East side of Gourche Dam Pike (AKA Thibault Rd.), 0.4 mile south of Frazier Pike Rd. On Mav 3 , 19 94 , the Little Rock Planning Commission will consider the above referenced subject. Note: Interdepartmental Meeting held on April A., 1gg4 A copy of the Issue is enclosed for your consideration, and your comments and/or recommendations will be greatly appreciated. sincerely, c'• '/—' Depar eat of Neighborhoods and Planning (Please respond below, and return this letter for our records.) y-9-1?y Comments: Approved as submitted Easement required (see attached plat or description) By: /,L_ _ Enclosure City of Little Rock Department of Public Works 701 West Markham Little Rork, Arkansas 371-4800 Memorandum April 6, 1994 TO: Richard Wood, Planning Manager VIA: Sherman Smith, Acting Chief of Civil Engineering FROM: Tad Borkowski SUBI May 3, 1994 Planning Commission Agenda Civil and Traffic Engineering Review 72201-1300 1. Scott Hamilton Addition - Preliminary Plat (S -61-E) No Civil Engineering comments. Engineerinq Division 2. Four Oaks Livinz Center - Preliminary Plat (S-101$1 Detention and Excavation ordinances apply. 3Eq 3. Marcie Heien - POD Eliminate west loading dock for not sufficient depth for loading dock. Construct curb, gutter, & sidewalks on Watt Street or place in -lieu for improvements. 4. Andover Square - PRD (Z -2904-C) Detention and Excavation ordinances apply. 5. Parker Cadillac Body Shop - PCD (Z -3606-A) Reduce driveway width to 22'. Eliminate one parking space as shown on the sketch. Construct sidewalks along Rainwood Drive. 6. Rees Development - PCD Z -5756-A Move south driveway 10' south to line up with parking adjacent to the building. Relocate dumpster for better access. Place landscape islands as shown on sketch. Detention and Excavation ordinances apply. 7. South Hill Terrace - POD Dedicate additional 10' right-of-way and construct sidewalk on Highway 10. Increase driveway width to 20' for better circulation. Detention and Excavation ordinances apply. 8. Enterw Five Year Master Plan - Site PIan Review 2-3407-A Dedicate additional 15' of right-of-way and construct improvements on Frazier Pike. Dedicate 30' from centerline and construct improvements to Thibault Road (collector). 9. Walgreens. Baseline & Gever Springs - Site Plan review 2-5318-A Provide parking for a new development. Construct sidewalks on Geyer Springs Road, 10. Mike Litw-a - Site Pian S-1019 No Civil Engineering requirements. 11. Care Network - Site Plan Review S-1020 Complete grading plan and stormwater detention plan. Both of these are required before a building permit can be issued. 12. Williams Magnet School - CUP (Z -5235-A) Detention and Excavation ordinances apply. 13. St. Michaels Episcopal Church - CUP (Z -5535-A Dedicate additional right-of-way if less than 55' from centerline. Construct sidewalks on all Highway 10 frontage. Detention and Excavation ordinances apply. 14. Alltel - CUP 2-5815 No Civil Engineering requirements. 15. Land Duplex No Civil Engineering comments. 16. The Anthony School - CUP (2-5819) Dedicate additional right-of-way on Ohio and Iowa Streets if less than 25' from the centerline. Construct Master Street Plan improvements on Ohio and Iowa Streets including sidewalks. Detention and Excavation ordinances apply. 17. Campbell Acc. Dwelling CUP (2,5824) No Comments. 18. Four Oaks Living Center CUP Z-3173--8 Dedicate additional right-of-way on Barrow Road if less than 45' from centerline. Detention and Excavation ordinances apply. 19. 2817 W. 15th Street Rezoning No Engineering comments. 20. Backyard Burger fZ 221-A Reconstruct concrete apron on Geyer Springs. Construct handicap ramps at the driveways intersection. 01.12/94 14:04 V501 3771244 LRM WATER WORKS a MM ,Arra wAwi W «'SO ME% L171 7E ROCK MJMCIPA WATER WOF-Q 12 April 1994 Mr. Bobby Sims Neighborhoods and Planning 728 West Markham Street Little lock., AR 72.201 RE; COMMENTS - 3 MAY 1994 PLANNING COMMISSION MEETING Z001/004 Enclosed you will find our comments on the agenda for the above referenced meeting. Let us know if you have any questions. LITTLE ROCK�Mj=CII'AL WATER WORKS Marie . Dugan, E*ea sistant enclosure 221 FAST CA ITOL AVENUE . POST OFFICE BOX 1789 • U= ROCK, ARKANSAS 72203 - (501) 377.1200 04/12/94 14:04 '&.501 3771211 LRM WATER WORKS PLANNING COMMISSION REVIEW LITTLE ROCK MUNICIPAL WATER WORKS 3 May 1994 Meeting 1� 002/004 ITEM NAME TYPE ISSUE COMMENTS A. SHACKLEFORD RD - PRELIM - A water main extension will be INDUSTRIAL PARK PLAT required. A pro rata front footage S-1003 charge of $15/front foot applies in addition to the normal connection charge if there are service connections off of Shackleford Road. B. CAMP ADD - PRELIM - A water main extension and a private PLAT fire hydrant will be required to serve S-1008 this property. C. ENDERLIN - PCD Z5550A - The Water Works needs to be reimbursed MINI -STORAGE & SUB PLAT S1006 for the installation of the existing fire hydrant. Additional fire protection may be required with future phases. $15 per front foot and $150 per acre pro -rata charges apply in addition to the normal connection charge. D. PERKINS SUB - PCD Z-5806 - A water main extension and possibly on site fire protection will be required. E. ZU NIS - CUP - The 8" water main and abandoned R/W of Z -5524-B Birchwood Dr. (retained as a utility easement) should be shown. This main may conflict with the proposed sewer main to the east. F. BYRD DAYCARE CENTER - CUP Z-5797 - No objection. 1. SCOTT HAMILTON ADD - PRELIM - Several years ago we had been told that NO 2, LOT 3 PLAT W. 81st Street was a public R/W. The S -61-E Water Works has an 8" water main in that area, and we are definitely interested in 81st St. becoming a public R/W. 2. FOUR OAKS LIVING - PRELIM - On site fire protection will be CENTER PLAT required. S-1018 3. MARCIE HEIEN - POD Z -2058-B 4. ANDOVER SQUARE PH 5 - PRD Z -2904-C - No objection. - Water main extension required. 5. PARKER CADILLAC BODY - PCD - No objection.. SHOP Z -3606-A 01/12/91 14:05 $501 3771211 LRM WATER WORKS PLANNING COMMISSION REVIEW LITTLE ROCK MUNICIPAL WATER WORKS 3 May 1994 Meeting 0003/004 ITEM NAME TYPE ISSUE COMMENTS 6. REES DEVELOPMENT / - PCD - An additional public fire hydrant will BARNES & NOBLE Z -5756-A probably be required by the Fire BOOKSTOP Department. This would be installed by Water Works crews at Water Works expense, but would need to be coordinated with the construction of this project. 7. SOUTH HILL TERRACE - POD Z-5817 - An additional public fire hydrant will ADD probably be required by the Fire Department. This would be installed by Water Works crews at Water Works expense, but would need to be coordinated with the construction of this project. 8. ENTERGY FIVE-YEAR - SITE PLAN - Additional on site fire protection will MASTER PLAN Z -3407-A be required. An acreage charge of $150/acre applies. This has been paid for the 27 acres west of the railroad tracks. This fee will have to be paid prior to the develpment of the additional area east of the tracks. 9. WALGREENS, BASELINE - SITE PLAN - Additonal public and/or private fire & GEYER SPRINGS Z -5318-A hydrants will be required. 9a. WALGREENS / FAIR - SITE PLAN - The Fire Department needs to evaluate PARK & 12TH Z -2970-C this site plan to determine if additional public or private fire hydrants are required. 10. MIKE LITWA / - SITE PLAN - This site has an existing water meter SHACKLEFORD N #315 S-1019 connection. 11. CARE -NET -WORK - SITE PLAN - Care must be taken to protect 39" Raw S-1020 Water main. An site fire hydrant will be required. The Fire Department will need to evalute the site plan to determine the location of the hydrant. 12.. WILLIAMS MAGNET - CUP - No objection. SCHOOL Z -5235-A 13. ST MICHAEL'S - CUP - Check previous comments. On site fire EPISCOPAL CHURCH Z -5535-A protection? 14. ALLTEL / RAY WINDER - CUP Z-5815 - No objection. FIELD 15, LAND DUPLEX _- CUP Z-5819 - No objection. 04/12/84 14:05 '8`501 3771244 LRH WATER WORKS [004/001 ITEM NAME -------------------- 16. ANTHONY SCHOOL 17. 18. 19. PLANNING COMMISSION REVIEW LITTLE ROCK MUNICIPAL WATER WORKS 3 May 1994 Meeting TYPE ISSUE COMMENTS ---------------------------------------------- - CUP Z-5820 - On site fire hydrant may be required by the Fire Department. Contact the Water Warks if additional and/or larger meter(s) are required. CAMPBELL ACCESSORY - CUP Z-5824 - No objection. DWELLING FOUR OAKS LIVING CENTER 15TH ST W #2817 / WORTHEN & BROWN ADD BLK 10 LOT 6 - CUP - On site fire protection will be Z-3173-8 required. - REZONE - No objection. Z -5484-A Little Rock221 E. Capitol Wastewater O Little Rock, Arkansas 72202 Utility 501/376-2903 Fax: 501/376-3541 SUBDIVISION COMMITTEE REVIEW April 14, 1994 Deferred Items A. Shackleford Industrial Park Sewer Main Extension required with Easements. C. Enderlin Mini Storage Outside Service Boundary. No Comment Additional Items Backyard Burgers - Geyer Springs and Baseline Sewer available, not adversely affected. A. Preliminary Plats 1. Scott Hamilton Addition No. 2, Lot 3 Sewer available, not adversely affected. 2. Four Oaks Living Center Sewer Main Extension required with Easements. Capacity Contribution Analysis Required. Contact Little Rock Wastewater Utility for details. B. Planned Unit Developments 3. Marcie Helen Sewer available, not adversely affected. 8" Sewer Main located in alley. Contact Little Rock Wastewater Utility for details prior to construction. 4. Andover Square, Phase V Sewer available on property. Sewer extension may be required to serve all units. 1 SUBDIVISION COMMITTEE REVIEW April 14, 1994 5. Parker Cadillac Body Shop Sewer available, not adversely affected. Existing manholes located on property must be adjusted during the construction phase to remain exposed at all' times. Contact Little Rock Wastewater Utility for details. 6. Rees Development Sewer Main located on West side of Bowman Road. If access cannot be made to this sewer main, a sewer main extension will be required with easements. 7. South Hill Terrace Addition Sewer Main Extension required with Easements. C. Site Plan Review 8. Entergy Five Year Master Plan Sewer available, not adversely affected. 9. Walgreens Baseline and Geyer Springs Road Sewer service must be provided by Developer. Sewer Main located in Base Line Road. 10. Mike Litwa Sewer available, not adversely affected. 11. Carenetwork Sewer available, not adversely affected. D. Conditional Use Permit 12. Williams Magnet School Sewer available, not adversely affected. 13. St. Michael's Episcopal Church Sewer available, not adversely affected. All existing sewer mains are constructed in Easements and should be shown on the drawing. 2 SUBDIVISION COMMITTEE REVIEW April 14, 1994 14. Alltel Sewer available, not adversely affected. 15. Land Duplex Sewer available, not adversely affected. 16. The Anthony School Sewer available, not adversely affected. 17. Campbell Accessory Dwelling Sewer available, not adversely affected. 18. Four Oaks Living Center See Item No. 2 Above E. Rezonings 19. 2817 W. 15th Street - Rezone from 1-2 to 0-3 No objection. 3 City of Little Rock Department of Neighborhoods and Planning Planning Zoning and 723 West Markham Subdivision Little Rock, Arkansas 72201-1334 (501) 371-4790 MEMORANDUM April 11, 1994 TO: Richard Wood, Zoning and Subdivision Manager FROM: '�'�Bob Brown, Plans Review Specialist SUBJECT: Buffer/Landscape Review of the Tentative Subdivision Agenda for May 3, 1994 C. Enderlin Mini -Storage (Z -5550-A) The areas set aside for buffers and landscaping comply with ordinance requirements. A six (6) foot high opaque screen is required to screen this proposed development from the residential zoned properties to the east and west. This screen can either be a six (6) foot high wood fence with it's face side facing outward or dense evergreen plantings. D. Perkins Planned Commercial Development (Z-5806) A six (6) foot high opaque screen will be required to screen this site from the residential properties to the north, south, and east. This screen can be a wood good neighbor fence or dense evergreen plantings. E. Zu Zu's (Z -5524-B) The proposed fix (6) foot high opaque wood fence needs moved eastward four (4) feet to provide green space between the vehicular use area and screening fence. This fence must be the good neighbor type. The dumpster must be enclosed on three (3) sides with an eight (8) foot high opaque wall or fence. The plan submitted is short of the 6% interior landscaping required by 270 sq. ft. F. Byrd Daycare Center (Z-5797) N/A 3. Marcie Heien (Z -2058-B) The schematic plan submitted complies with landscaping and buffer requirements. 4. Andover Square (Z -2904-C) N/A 5. Parker Cadillac Body Shop (Z -3606-A) The buffer width proposed along Rainwood Drive is three (3) feet short of the full requirement of nine (9) feet. 6. Rees Development (Z -3606-A) A six (6) foot high opaque screen is required along the eastern perimeter. This screen may either be a wood fence with the structural supports facing inward or dense evergreen plantings. The dumpster will need to be screened with an eight(8) foot high opaque wall or fence on three (3) sides. 7. South Hill Terrace Addition (Z-5817) The 15 foot buffer along the west perimeter is short of the 25 foot required by the Highway 10 Overlay District. A sprinkler system to water plants is required. A six (6) foot high opaque screen, either a good neighbor wood fence or dense evergreen plantings, are required along the norther, eastern and western perimeters. 8. Entergy Five -Year Master Plan (Z-3407 A) The schematic landscape and buffer areas proposed complies with ordinance requirements. 9. Walgreens Baseline and Geyer Springs (Z-5318 A) The six (6) foot wide buffers proposed along Baseline Road and the eastern perimeter are short of the 17 feet and 14 feet respectively required by ordinance. A three (3) foot wide building landscape strip between the public parking areas and the building is required exclusive of entrances and exits. 9a. Walgreens Twelfth and Fair Park (Z -2970-C) The landscape strip along Twelfth Street must maintain a minimum width of four (4) feet. 11. CareNetwork (Z-1020) A three (3) foot wide building landscape strip is required exclusive of entrances and exits between the public parking area and building. 13. St. Michael's Episcopal Church (Z-5535 A) A six (6) foot high opaque screen is required to screen business activity from adjacent residential properties to the south, east and west. This screen may be a wooden good neighbor fence or dense evergreen plantings. Areas where existing natural vegetation with sufficient densitywhich will remain may not require additional screening. A sprinkler system to water plants is required. 16. The Anthony School (Z-5820) A six (6) foot high opaque screen is required to screen adjacent residential areas not already screened from this site. This screen may either be a wooden fence with it's face side facing outward or dense evergreen plantings. A landscape upgrade toward compliance with the landscape ordinance will be required equal to the building expansion proposed. 18. Four Oaks Living Center (Z -3173-B) A six (6) foot high opaque screen will be required to screen this site from the residential property to the north, south and west. This may either be a wood good neighbor fence or dense evergreen plantings. CC" Jim Lawson Bobby Sims Dana Camey TRANSMISSION OF D JOB NO. z74- DAT 10" 10 J CROMWELL JOB TITLE ARCHITECTS ENGINEERS &V5PZ TO ❑ 0 1V�1 � �^�{C� � LAN1'j11k)Cr ADDRESS ATTENTION M R DEAR SIR: We are sending you the following: BY ❑ Messenger_ ❑ Express ❑ Parcel Post ❑ Airmail or Express REMARKS First Class ❑ Special Delivery I Bus PPreiiminory Drawings ❑ Architectural Drawings ❑ Engineering Drawings ❑ Mechanical Drawings ❑ Electrical Drawings ❑ Shop Drawings ❑ Specifications F7 Addenda El SamDle NAME DRAWING NO. DATED Copps REMARKS -142Us XA-1 COP! H By -