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Home My WebLink AboutZ-5115-D MapNOTES FOR TREES AND SHRUBS- 1 -PROVIDE SIZES AND QUANTITIES AS INDICATED ON THE CONSTRUCTION DRAWINGS. SIZES SHALL F` IN ACCORDANCE WITH THE 'ArJFRIC •,y STAN I r 011 I`_SEkY Sl: 2 -TREES, SHRUBS AND -OTHER PLANTED MATERIALS SHALL DEMONSTRATE HEALTHY, VIGOROUS GROWTH. 3 -EXCAVATE HOLES FOR PLANTED MATERIAL TWICE THE WIDTH AND ONE AND ONE HALF TIMES THE DEPTH OF THE ROOT SYSTEM. (A) PREPARE AND .CONDfTION PLANTING THE SOIL PER THE LOCAL COUNTY AGRICULTURE AGENTS RECOMENDATIONS. (B) POSITION AND BACKFILL PLANTS PER THE SUPPLIERS RECOMENDATIONS (C) SHAPE SOIL AROUND PLANT INTO A DISH -LIKE SW{PE TO CONTAIN WATER. (D) INSTALL WEED CONTROL • FABRIC (MARAFI 50OX OR APPROVED EQUAL) AND MULCH TO A DEPTH OF 4". 4- IF PLANTING IS. DELAYED MORE THAN 6 HOURS FOLLOWING DCUVERY, MAKE PROVISION TO PROTECT PLANTS FROM EXCESSIVE MOISTURE- LOSS. 5- IMMEDIATELY FOLLOWING PLANTING AND UNTIL EXPIRATION OF THE MAINTENANCE PERIOD, MAINTAIN A REGULAR WATERING SCHEDULE TO SUPPORT HEALTHY, VIGOROS GROWTH. THIN FOLIAGE BY 1/3 CUT AND REMOVE j^ RETAIN NORMAL SHAPE BURLAP &TWINE 1 lon NnT CUT 1,!;:I^! FR"') TOP 1/.3 _- P n. EARTHEN SAUI 2" MINIMUM PREPARED SHRUB BE UNDERDRAI.. (AS REQUIRED) BURL APPED ROOT TO MULCH YP) %RTH TO PREVENT SETTLING BARE ROOT B (TYPICAL) SHRUB PLANTING L-1 N.T.S NOTE: WILLOW OAK IS VERY ADAPTABLE, BUT PREFERS MOIST, WELL -DRAINED SOIL. WELL ADAPTED TO SUN. RUBBER HOSE GUARD & #12 GALV WIRE TWISTED TIGHT STEEL. STAKES DRIVEN OUTSIDE ROOT BALL BACKFILL MIX TAMPED EARTH TO PREVENT SETTLING A WILLOW OAK TREE PLANTING L l N.T.S 11 I (E) BILLBOARD I x I- x I f x t 1 SHRUBS 4' MAXIMUM HEIGHT t TO BE PLANTED ALONG WOODEN FENCE TO PROVIDE t SCREEN. 3' MINIMUM SPACING 1 BETWEEN SHRUBS B 11 (N) 12 GAUGE GREEN METAL EDGING t 1 t `1 (P) 15' x T -MOBILE LEASE AREA- -I 1 ! l E X `BUUDWG I � 1 x I x I(E) SUA FENCED COMPOUND I (P) CABLE BRIDGE x . (E) 150' MONOPOLE WITH I 5' EXTENSION X I(E) BACKBOARD� t _f,_fN) 15' INGRESS/EGRESS 1 l AND U r,.JTL 1 tl I (P) T -MOBILE CITYTALK t J CABINET ON (N) 10' x 15' x CONCRETE PAD 1 1 1 1 x t I (N) WILLOW OAK TREE 1' MINIMUM 1 TRUNK DIAMETER, 20' MAXIMUM HEIGHT L-1 V I t " ___(N) HARDWOOD MULCH PROPERTY BOUNDARY CH 6' HIGH I (PARENT TRACT) x CHAIN LINK ! I (N) 8' WOODEN FENCE FENCE I I W/12' GATE ON NORTH, e SOUTH AND WEST ALONG L-1 (N) PROPOSED 5'--0" 3 j '(E) CHAIN LINK FENCE X I UTIUTY ROUTE i r I ! x FENCE NOTES: 1. FENCING MATERIALS SHALL BE OF PRESSURE TREATED PINE, GRADE "A MATERIAL, U.N.O. 2. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND A GATE STOPS LOCATED AS DIRECTED BY THE ENGINEER. 3. HINGES, PLUNGER BAR, LOCK KEEPER, LATCH FORKS, AND OTHER NECESSARY FENCE FITTINGS SHALL BE OF GALVANIZED STEEL. 4. POSTS SHALL BE SPACED EQUALLY BUT NOT MORE THAN 6' O.C. LATCH (TYP.) GRAPHIC SCALE s o 4 a it 32 1 SITE PLAN I 1 C 2 SCALE: 1/8' = 1'-0" IN Fm i/8in. =ift. GATE DETAIL PROVIDE 12"x12" S BRACE OPENING FOR METER READING GRADE 18" LCC RAC'. =LEC. MEIER wy't 1- r• A *. KANSAS [a No. S071'e (E) t [ 2110 l BUDDING -F Par [1- 4" x4' x 6' BACK RAIL LONG SIDE A 1"x6"x8' HORIZON `l DOG-EARED PICKETS . J A 6'-D" (MAX) WOOD PRIVACY FENCE c 8' WOODEN PRIVACY FENCE DETAIL L-1 N.T.S. 5" DIA. STANDARD PIPE LINE POST, GATE AND CORNER POST ±o I C n H Z 3 a I is o iry U N ❑ N >M� LTJ I W Qw- J I.I. V41 +a aN-1 SECTION DETAIL REVISIONS -I BY REVISION AD 1� REVISION HD 0� CONST. AD /A\ 'REVIER AD DRAWN SY. AD El SHUT &. L-1 C O Z LAI Q a U' n Q l 1 � p=pa N ❑ pUvV I >M� LTJ I W Qw- J rr aN-1 to .- DRAWN SY. AD El SHUT &. L-1 N0TFS THE CONTRACTOR(S), OR ANYONE USING THESE DOCUMENTS IS ADVISED TO LAYOUT THEIR WORK AND VERIFY THE ACTUAL FIELD CONDITIONS RELATIVE TO THE DESIGNS SHOWN ON THE DRAWINGS. ANY DISCREPANCIES ENCOUNTERED THAT WOULD AFFECT THE PROPER INSTALLATION OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR SHALL LAYOUT IN THE FIELD ALL THE ELEMENTS OF THE IMPROVEMENTS PRIOR TO AND WELL AHEAD OF CONSTRUCTION TO INSURE THAT NO CONFLICTS EXIST BETWEEN ANY UNDERGROUND SERVICE UTILITIES OR DRAIN LINES, INCLUDING, MINIMUM DEPTHS BELOW FINISHED SURFACES, THE SURFACE ELEVATIONS OF ALL MANHOLES AND CATCH BASINS RELATIVE TO FINISHED GRADES. ANY PLAN DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR(S) SHALL MAINTAIN ACCURATE AND LEGIBLE RECORDS OF ALL INSTALLATIONS AND DELIVER THE SAME TO THE OWNER IN A FORM ADEQUATE TO READILY TRANSFER THE DATA DIRECTLY TO RECORD ("AS BUILT") DRAWINGS AS REQUIRED BY THE REVIEWING AGENCIES. THE FORM AND ADEQUACY OF THESE RECORDS ARE SUBJECT TO THE APPROVAL OF RECIPIENT. LATITUDE 34'39' 44.17" LONGITUDE 92'23' 59.69" cricVet communications 6655 S. LEWIS AVE. SUITE 200 TULSA, OK 74136 CRICKET ARKANSAS PROPERTY COMPANY, A DELAWARE CORPORATION IHEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS ARE AS REQUIRED BY LAW AND IN COMPLIANCE WITH THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS. ENGINEER'S APPROVAL: 3#I ARKANSAS * �r 14 R IS7.R o t_ ENGINEER Ly *Tk* N. 11601 Oi 1400 URBAN CENTER DRIVE SUITE 365 VESTAVIA HILLS, AL. 35242 V,io4 PHONE 205-969-3776 1 CRICKET APPROVALS I 1 I NAME I DATE I RF: PROPERTY TOWER OWNER: SITE ACQUISITION: CONSTRUCTION MANAGER: NO I DATE I REVISION 0 1 5/12/04 1 ISSUED f SITE NAME: REEVES-CULEN SITE NUMBER: LIT -063 11209 INTERSTATE 30 LITTLE ROCK, AR 72209 cricof communications 6655 S. LEWIS AVE. SUITE 200 TULSA, OK 74136 18PFIROVED ADMINiSTRATIVELY Sy Planning & Development Staff Subject to -'itions N} ,ed on 11VCF PeigiaTa_ By: ANY DEVIATION FROM APPROVEt- SITE PLAjl VOIDS THIS PE &1iT. SPECIFICATIONS PROJECT: REEVES—CULAN 11209 INTERSTATE 30 STANL]iNG LITTLE ROCK, AR 72209 MTERSTATE 0 UWM STATE. HMMAY O STATE K"AY 0 C"M ROAD r SITE MEADOW LANE PLITnTLE CK, AS VICINITY MAP N.T.S. DIRECTIONS: TAKE THE 1-30 WEST EXIT - GO 0.6 MILE. TAKE EXIT 128 GO 0.1 MILES. CONTINUE ON 1-30 GO 0.1 MILE BEAR RIGHT ON RAMP GO .01 MILE. BEAR RIGHT ON OTTER CREEK EAST BLVD. GO 0.1 MILE. OTTER CREEK EAST BLVD BECOMES MABELVALE WEST RD./OTTER CREEK EAST BLVD./WANDA LN. GO 0.1 MILE. TURN RIGHT ON RAMP GO 0.2 MILES. TURN RIGHT ON 1-30 GO 0.8 MILE ARRIVE AT 11209 INTERSTATE 30, LITTLE ROCK. INDEX OF SHEETS: T1 ..................... COVER SHEET SURVEY LN -1 ................ LEGEND/CONTACT INFORMATION GN-1................CRICKET GENERAL NOTES GN-2................CRICKET GENERAL NOTES GN-3................CRICKET GENERAL NOTES GN-4................CRICKET GENERAL NOTES C-1 .................. SITE LAYOUT C-2 ------------- ..- DETAIL SITE LAYOUT C-3 .................. RESERVED C-4 .................. RESERVED A-1...................TOWER ELEVATIONS A-2..................ANTENNA/COAX DATA & CONSTRUCTION DETAILS S-1 .................. CELL SITE INSTALLATION NOTES S-2..................EQUIPMENT PAD DETAILS S-2.1 ............... FOUNDATION PAD DETAILS S-3..................WAVEGUIDE BRIDGE DETAILS E-1 .................. ELECTRICAL NOTES/LEGEND E-2..................UTILITY PLAN E-3..................ONE-LINE DIAGRAM/PANEL BOARD SCHEDULE E-4..................GROUNDING NOTES/LEGEND E-5..................GROUNDING LAYOUT E-6..................GROUNDING DETAILS E- 6.1 ............... GROUNDING DETAILS E- 6.2...............GROUNDING DETAILS E- 6.3...............GROUNDING DETAILS E-7 .................. RESERVED E-8 .................. RESERVED E-9 .................. RESERVED E-10.................CRICKET UTILITY MOUNT RACK F'SS&j JOB# 251475.26 DRAWING# 251475.26-T1.DWG T-1 C) METBTATE 0 UNTIED STATES HKNW O STATE HIGHWAY 0 CDL1N1Y ROAD '1NITY MAP (NOT TO SCALA SITE ___ I M__5 LITTLE ROCK, ARKANSAS 0 ASPHALT DRIVE 1 POINT OF ENDING -1 UNE TABLE UNE BEARING DISTANCE(ft) L1 s4F40'29'W 7.09 L2 NBB'21'1319 12.00 L3 S3'38'47 W 18.00 L4 SBB'21'13'E 12.00 LS N3 38.47'E 18.00 0 ASPHALT DRIVE 1 POINT OF ENDING -1 INGRESS/EGRESS EASEMENT 1 SURVEYOR'S REPORT -� OVO �3 EXISTING II GRAVEL DRIVE ACCESS 2. Purpose of this survey is: Topographic survey of lease parcel. MEN rk it =CM -tt-= + POINT OF BEGINNING p� INGRESS/EGRESS 4. Horizontal and vertical control established by GPS methods using EASEMENT - ` 1 4 .44u GI ID -CONCRETE ROW MONUMENT CENTERLINE E][ISIING 159 MONOPOLE TOWER LAT.:34'39'44.17' NORTH (NADB3) L.ONG,: 092'23'59.89' WEST (NA083) GRND. ELEV.: 319' AMSL NAV088 OF BEGINNING 3E PARCEL SCALE 1'"20' 0 TOWER SKETCH 4 ) L1 SURVEYOR'S REPORT -� OVO ROUND RDUND L2 1. Survey for: PBS&J ®- C01O NI WwMMwWLWM LINE ACCESS 2. Purpose of this survey is: Topographic survey of lease parcel. MEN rk it =CM -tt-= + n ��U LD]N / S. v� 4. Horizontal and vertical control established by GPS methods using POINT OF BEGINNING mem2 5. Elevations are NAVD 88 and meet the requirements for FAA 2-C � TOWER COMPOUND 7. North is based on: State Plane Grid. .. L4 ER Y S 4 � POINT OF c041NENCEAIENT-7 based on the record documents listed in note 9. $s TOWER COMPOUND, INGRESS/EGRESS EASEMENT & 1O j µ n LEASE PARCEL, NE COR NE m 1/4 OF SE 1/4 SECTION 4, e^„c• 1'-tC o .'�' $ T -1-S, R -13-W, PULASKI COUNTY, * �= m ARKANSAS S4 A.. x a M1� PANEL X 3 CABINET x2 I S89'31'431 ■ j 40.0'(D) POWER POLE & i TELEPHONE PEDESTAL L WEST 572.72'(0) SCALE 1'"20' 0 TOWER SKETCH 10. Tower Compound Description: The land referred to in this Commitment is located in the County of Pulaski, State of Arkansas and described as follows: Part of the NE k SE 1X of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas described as follows: Commencing at the NE corner of said NE 'A SE 1,4, run thence South along the East line of said NE 134 SE 1/4 378.5 feet; thence West 572.72 feet; thence North 109.16 feet to the point of beginning; thence North 0 degrees 28 minutes 17 seconds East 50.0 feet; thence North 89 degrees 31 minutes 43 seconds West 40.0 feet; thence South 0 degrees 28 minutes 17 seconds West 50.0 feet; thence South 89 degrees 31 minutes 43 seconds East 40.0 feet to the point of beginning. 11. Lease Parcel Description: A parcel of land located in the Northeast 9 of the Southeast 1/ of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas and being more particularly described as follows: Commencing at the Northeast corner of said Northeast X of the Southeast 34 of Section 4, thence South along the East line of said Northeast 34 of the Southeast 1A a distance of 378.5 feet; thence West a distance of 572.72 feet; thence North a distance of 109.16 feet to a 1,4" iron pin; thence N2'42'28"E a distance of 50.00 feet to a A" iron pin; thence S46'40'29"1N a distance of 7.09 feet to the Point of Beginning of the parcel herein described; thence N86'21'13"W a distance of 12.00 feet; thence S3'38'47"W a distance of 16.00 feet; thence S86'21'13"E a distance of 12.00 feet; thence N3'38'47"E a distance of 16.00 feet to the Point of Beginning. Said parcel containing 192 square feet, more or less. 12. Easement Description: Together with a Non -Exclusive Ingress -Egress Easement described as: A 12 foot wide ingress -egress easement located in part of the NE 1,4 of SE 1( of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas, having boundaries 6.0 feet each side of a centerline described as follows: Commencing at the NE corner of said NE 14 SE 14; run thence South along the East line of NE 14 SE X 378.50 feet; thence West 572.72 feet; thence North 109.16 feet; thence North 0 degrees 28 minutes 17 seconds East 50.0 feet; thence North 89 degrees 31 minutes 43 seconds West 20.0 feet to the point of beginning of said ingress -egress easement; thence along said centerline North 15 degrees 17 minutes 31 seconds West 67.40 feet to the South right of way of Interstate Highway #30 and the point of termination of said ingress -egress easement. 13. Flood Certification: Subject property lies in Zone X (not a special flood hazard area) according to Federal Emergency Management Agency FIRM map number 0501810092 F dated October 19, 2001. 14. This survey and drawing complies with the Minimum Technical Standards for the Practice of Land Surveying•' in' the'5tote of Arkansas. Thomas Yli. Brooks L§ AR eg. No. 1188 - `f v� y REEVES-CULEN K , SITE #LIT -063 BROOKS & BROOKS, INC. £ , JOB NO.: 04132 DRAWN BY: AST CHECKED BY: TWBII I SCAIF: - PROFESSIONAL SURVEYORS - 720 ENERGY CENTER BOULEVARD, SUITE 503 NORTHPORT, ALABAMA (205)752-5033 5/11/04 FlE1D BOOK: SEE FILE PARTY CHIEF: SEE FILE i DRAWING NO.: LEGEND 0 - IMN PM FOUND -91APR7 SREA90H ::FW MENSM (Om�9)Oprm SURVEYOR'S REPORT -� OVO S== CA -0210 -LS FS-KMamH 1. Survey for: PBS&J ®- C01O NI WwMMwWLWM LINE .s;;I= UnUrf F91i WIH MY i-cattEMNE 099&WM ULNn LIED- NO--CGH LNN FETTLE 2. Purpose of this survey is: Topographic survey of lease parcel. MEN rk it =CM -tt-= + A%C - NR G9Np1110NETi - Nm To 3. Field surveys conducted on: 5/06/04 4. Horizontal and vertical control established by GPS methods using the following control: mem2 5. Elevations are NAVD 88 and meet the requirements for FAA 2-C only. 6. Horizontal positions are NAD 83. 7. North is based on: State Plane Grid. 8. Brooks & Brooks, Inc. did not conduct any title investigation for this survey. This survey is based on the record documents listed in note 9. 9. Sources of survey: Documents provided by client. 10. Tower Compound Description: The land referred to in this Commitment is located in the County of Pulaski, State of Arkansas and described as follows: Part of the NE k SE 1X of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas described as follows: Commencing at the NE corner of said NE 'A SE 1,4, run thence South along the East line of said NE 134 SE 1/4 378.5 feet; thence West 572.72 feet; thence North 109.16 feet to the point of beginning; thence North 0 degrees 28 minutes 17 seconds East 50.0 feet; thence North 89 degrees 31 minutes 43 seconds West 40.0 feet; thence South 0 degrees 28 minutes 17 seconds West 50.0 feet; thence South 89 degrees 31 minutes 43 seconds East 40.0 feet to the point of beginning. 11. Lease Parcel Description: A parcel of land located in the Northeast 9 of the Southeast 1/ of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas and being more particularly described as follows: Commencing at the Northeast corner of said Northeast X of the Southeast 34 of Section 4, thence South along the East line of said Northeast 34 of the Southeast 1A a distance of 378.5 feet; thence West a distance of 572.72 feet; thence North a distance of 109.16 feet to a 1,4" iron pin; thence N2'42'28"E a distance of 50.00 feet to a A" iron pin; thence S46'40'29"1N a distance of 7.09 feet to the Point of Beginning of the parcel herein described; thence N86'21'13"W a distance of 12.00 feet; thence S3'38'47"W a distance of 16.00 feet; thence S86'21'13"E a distance of 12.00 feet; thence N3'38'47"E a distance of 16.00 feet to the Point of Beginning. Said parcel containing 192 square feet, more or less. 12. Easement Description: Together with a Non -Exclusive Ingress -Egress Easement described as: A 12 foot wide ingress -egress easement located in part of the NE 1,4 of SE 1( of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas, having boundaries 6.0 feet each side of a centerline described as follows: Commencing at the NE corner of said NE 14 SE 14; run thence South along the East line of NE 14 SE X 378.50 feet; thence West 572.72 feet; thence North 109.16 feet; thence North 0 degrees 28 minutes 17 seconds East 50.0 feet; thence North 89 degrees 31 minutes 43 seconds West 20.0 feet to the point of beginning of said ingress -egress easement; thence along said centerline North 15 degrees 17 minutes 31 seconds West 67.40 feet to the South right of way of Interstate Highway #30 and the point of termination of said ingress -egress easement. 13. Flood Certification: Subject property lies in Zone X (not a special flood hazard area) according to Federal Emergency Management Agency FIRM map number 0501810092 F dated October 19, 2001. 14. This survey and drawing complies with the Minimum Technical Standards for the Practice of Land Surveying•' in' the'5tote of Arkansas. Thomas Yli. Brooks L§ AR eg. No. 1188 - `f v� y REEVES-CULEN K , SITE #LIT -063 BROOKS & BROOKS, INC. £ , JOB NO.: 04132 DRAWN BY: AST CHECKED BY: TWBII I SCAIF: - PROFESSIONAL SURVEYORS - 720 ENERGY CENTER BOULEVARD, SUITE 503 NORTHPORT, ALABAMA (205)752-5033 5/11/04 FlE1D BOOK: SEE FILE PARTY CHIEF: SEE FILE i DRAWING NO.: c m PROPOSED CRICKET Srn, t,GFi `il - ASPHALT DRIVE POINT OF ENDING INGRESS/EGRESS EASEMENT EXISTING GRAVEL—_; RAVEL V�� DRIVE � POINT OF BEGINNING ZESS EASEMENT S 1"=20' ■ POWER POLE & TELEPHONE PEDESTAL — CONCRETE ROW MONUMENT CENTERLINE EXISTING 956' MONOPOLE TOWER LAT.: 34'39'44.17" NORTH (NAD83) LONG.: 092'23'59.69" WEST (NAD83) GRND_ ELEV.: 319' AMSL (NAVO86) POINT OF BEGINNING TOWER COMPOUND POINT OF COMMENCEMENT TOWER COMPOUND, INGRESS/EGRESS EASEMENT & LEASE PARCEL, NE COR NE 1/4 OF SE 1/4 SECTION 4, T -1—S, R -13—W, PULASKI COUNTY, ARKANSAS NOTES 1. THE PROPOSED USE WILL NOT REQUIRE FULL TIME OR PART TIME EMPLOYEES AT THE SITE. 2. ALL OF THE PROPOSED ITEM'S FOR CRICKET'S INSTALLATION SHALL BE FURNISHED. INSTALLATION OF SUCH ITEMS AND MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH CRICKET CONSTRUCTION REQUIREMENTS AND SPECIFICATIONS. 3. FOR SITE WORK GENERAL NOTES: SEE THE FOLLOWING: "SITE WORK AND DRAINAGE" SHEET GN -1 "SITE WORK GENERAL NOTES" SHEET C-2 4. FOR CONCRETE GENERAL NOTES SEE THE FOLLOWING: "CONCRETE" SHEET GN -2 5. FOR STRUCTURAL STEEL GENERAL NOTES SEE THE FOLLOWING: METALS SHEET GN -3 TOWER MANUFACTURER DRAWINGS 6. FOR ELECTRICAL NOTES AND SYMBOLS SEE THE FOLLOWING: SHEET GN -4 SHEET E-1 7. FOR GROUNDING NOTES AND SYMBOLS SEE THE FOLLOWING: SHEET GN -4 SHEET E-4 B. SURVEY INFORMATION THIS SHEET IS FOR REFERENCE PURPOSES ONLY. THE SURVEY AS SPECIFIED ON TITLE SHEET SHALL GOVERN IF THERE ARE DISCREPANCIES. Iiti ARKANSAS `t * * t c � , PR EW( ENGINEER ** L.� Gf wr?�C�y NO. 11601 •toof /CHAt lsi� o to 20 110� SCALE.- 1=20 THIS DOCUMENT, AND THE INFORMATION THEREIN, IS PROPRIETARY AND IS THE PROPERTY OF PBS&J. THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PBS&J. a o: 0 U Lu Q 3 w 0 w } J Z U �j a I M D 0 m N ,p Ng -0 �0 ww RJ w in ww o 00 w 2m 0 D. z z Iu w Z 1n V) Y Q Y U U DESIGNED BY: DRB DRAWN BY: DRB APPROVED MON DATE 5/12/04 ,*B No- 251475.26 PROPOSED CRICKET 27"x24"x54" TRANSECTOR CABINET', PROPOSED 16.5'± CRICKET COAX ICEBRIDGE 406 S-3 EXISTING EQUIPMENT X x EXISTING TELCO RACK------ PROPOSED ACK----- PROPOSED CRICKET COAX ICEBRIDGE PIER (TYP) 6407 S-3 0.14' a j PROPOSED CRICKET !� 10'05' CONCRETE jjj PADr fly ,5- I PROPOSED 12'x16' CRICKET LEASE AREA x PROPOSED UTILITY RACK f '6p1, I � EXISTING MONOPOLE x EXISTING EQUIPMENT I X DETAIL SITE LAYOUT SITE WORK GENERAL NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES (3) THREE DAYS PRIOR TO THE START OF CONSTRUCTION, AND CONTRACTOR SHALL COMPLETE THE "REQUIRED LOCATION REQUEST INFORMATION BOX" ON SHEET LN -1. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE (BUT NOT LIMITED) TO THE FOLLOWING: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION 3. ALL SITE WORK SHALL BE CONDUCTED AS INDICATED IN THE PLAN ASSEMBLEY AND AS STIPULATED IN THE CRICKET CONSTRUCTION MANUALS. 4. ANY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY PERMISSIABLE MANNER. 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EQUIPMENT AND TOWER AREAS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. B. SUBJECT TO THE APPROVAL OF ENGINEER, OWNER AND/OR LOCAL UTILITIES, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED AND ABANDONED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. 9. ALL AREAS DISTURBED BY THE WORK AND WHICH ARE NOT COVERED BY BUILDINGS, FOUNDATIONS, TOWER, CONCRETE OR GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE CRICKET CONSTRUCTION MANUAL AND SPECIFICATIONS. 10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 1 ARKANSAS +� f � ST RED 4 ENGWEER w'Ea i1a.11601 p�l� V f 4 3 10 SCALE: I" = to THIS DOCUMENT, AND THE INFORMATION THEREIN, IS PROPRIETARY AND IS THE PROPERTY OF PBS&J. THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PBS&J. a D_ U ui a g w v Q W Lu < v Vw O j0 JI V w I w N W H D: J ui ¢ w W a:uj CL DO 0 0 a2 z �ui �a En 0 Y a ui w Y U o: V DESCNED Br: DRB DRAWN BY: DRB APPROVED BY:JYN DATE: 3/t/04 roe No: 251475.26 EXISTING ANTENNAS EXISTING ANTENNAS INSTALL NEW ANTENNAS, DOWNTILT BRACKETS AND COAX CABLES ' RF INFORMATION SEE DETAIL 401 �- - A2 NEW ANTENNAS INSTALL NEW GROUND BAR 508 E6.1 SEE DETAILI C3 I t I ! L -J TOWER ELEVATION SCALE: NTS INSTALL NEW EXISTING GPS ANTENNA MONOPOLE 400 A-2 TOP OF GRADE II R II I! II I! II I] II II N II H II Il II II ii ELEVATION VIEW DETAIL SCALE: NTS PROPOSED ICE BRIDGE & INSTALL NEW FLEXENT CDMA MODULAR CELL CABINETS FUTURE FLEXENT CDMA MODULAR CELL CABINETS PROPOSED 405 { CONCRETE PAD 52 EXISTTNG CHAIN LINK FENCE ENGINEER " *# ��, No. 11 i01 s y 0.0 O C E uE E 0 . � U u 0 w a 0 O U W w Q W 0 Q w wZ Z U j0 W W t= >W0 KJ W W W LLI �F lilM a Iz �� Z NN w D_ a Y U cK U DESIGNED BY: DRB DRAWN BY: DRB APPROVED BY:JMW DATE 5/12/04 Joe No: 251475.26 THIS DOCUMENT, AND THE INFORMATION THEREIN, P �' IS PROPRIETARY AND IS THE PROPERTY OF PBS&J. THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PBS&J.