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HomeMy WebLinkAboutZ-4524-E Map~ ApPPn1rE FTC P ;?'' 1ST 4 LY r,y Planning Fn DeveiapITlent Staff SiIIJECi Gvn�iitirns GII 1fJC,F FEffTI)t. L.F. ATHLETIC CLUB (PANKEY) = ARKANSAS By: pjvte:�. ANY DEVIATION FROM APPRO`�ED SITE PLAN VOIDS THIS PERMIT. � SHEETINDEX E SHEET TITLE 1.0 COVER SHEET 1.1 GENERAL NOTES SUBJECT �lvEReRegp 1.2 SPECIFICATIONS NORTH PROPERTY ❑a? n 1.3 SPECIFICATIONS 1.4 SPECIFICATIONScn 2.0 COMPOUND PLAN & SITE DETAILS ¢ PANKEY S 2.1 TOWER ELEVATION & ANTENNA DETAIL Y �R7Dq E 2.2 UTILITY ROUTING & DETAIL i J Ffo 4q 2.3 WAVE GUIDE BRIDGE ELEVATION & SECTIONS a m PRIVATE DRIVE & CHURCH 2.4 EROSION CONTROL DETAIL & NOTES PARKING LOT 2.5 LANDSCAPING PLAN & DETAILS 4 3.0 EQUIPMENT SHELTER ELEVATIONS v RAIN80 R1p0E 4.0 SHELTER FOUNDATION PLAN &DETAILS a gC__1 n Ili 5.0 ELECTRICAL GENERAL NOTES PLEASANTRIDGE 5.1 SITE UTILITY RISER DIAGRAM & PPC SUGAR MAPLE LN RACK DETAIL Mimi 5.2 ONE LINE DIAGRAM & SCHEDULES 5.3 COMPOUND GROUNDING PLAN D a �� �70 5.4 GROUNDING DETAILS, SHEET 1 OF 2 LL 5.5 GROUNDING DETAILS, SHEET 2 OF 2 4p� PLASANTFOR63TpR �GENERAL SUMMARY OF WORK EDORADO DR M DESCRIPTION FURNISHED BY INSTALLED BY VICINITY MAP SHELTER ALLTEL CONTRACTOR PPC ALLTEL CONTRACTOR SITE DATA DRIVE TO DIRECTIONS: COAX CONTRACTOR CONTRACTOR COAX ATTACHMENT ACCESSORIES CONTRACTOR CONTRACTOR SITE NAME: PANKEY - ARKANSAS TAKE 0 & TO 0 G NORTH, TAKE F-030 NORTH TO HWY 10.. J THE INTERSECTION OF ANTENNAS ALLTEL CONTRACTOR MSA/RSA MSA HWY10& YOUR RI WEST ONHWYH RI SAM PECK ROAD.JUSTPAST SAM PECK ANTENNA MOUNTING BRACKETS CONTRACTOR CONTRACTOR STATE: ARKANSAS ROAD H YOUR RIGHT IS A CHURCH DRIVEWAY AND PARKING LOT. FOLLOW ANTENNA DOWNTILT BRACKETS CONTRACTOR CONTRACTOR COUNTY: - - PULASKI COUNTY CHURCH DRNEAROUND CHURCH TO EXISTING MONOPOLE WAVE GUIDE BRIDGE CONTRACTOR CONTRACTOR SITE ADDRESS:— HIGHWAY 10 AND SAM PECK ROAD ANTENNA MOUNTING PIPES CONTRACTOR CONTRACTOR CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR LITTLE ROCK, ARKANSAS 72212 0 FOUNDATION, STOOP (AS REQ'D) TOWER OWNER: VERISON GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR ADDRESS: N/A CONDUIT AND WIRING 0 CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR PROJECT TYPE FENCING &ACCESSORIES CONTRACTOR CONTRACTOR PHONE NO: - WA CONTACT PERSON: WA INSTALL SHELTER AND RELATED COMMUNICATION EQUIPMENT IN AN EXPENDED FENCED COMPOUND. PARENT PROPERTY OWNER: — N/A WARNING WA D 1/2 1 TOWER DATA IF THIS MBAR DOES PHONE NO: WA NOT MEASURE 1'�- BEENDRAWINGHAS BEEN REDUCED AND TOWER TYPE: — EXISTING MONOPOLE ELECTRIC UTILITY ENTERGY IS NOT TO SCALE / HEIGHT: N/A PHONE NO: (501)223-6160 DESIGN TEAM LATITUDE: N/A CONTACT PERSON: NIA © COPYRIGHT HERITAGE LONGITUDE N/A ]ENGINEERING 2007 GROUND ELEVATION: NIA TELEPHONE COMPANY: AT&T ENGINEER: HERITAGE ENGINEERING CONTACT PERSON: L WARFORD TOWER MANUFACTURE: N/A PHONE NO: (800) 286-8313 P.O. BOX . ADDRESS: NIA CONTACT PERSON: WA ADDRESS: BENTON ARKANSAS 72018PHONE NUMBER: - N/A PHONE NO: (501)939-2303 U#E C.Ilte[ r TOWER FOUNDATIONS: NIA SITE CDNSTUCTK)N CONTACT: RICK LACHOWSKY OF Av n ALLTEL MOBILE COMMUNICATIONS, INC. .4k- r ON AUIEo w- aloe Raw, 01) 90 a 7zzaz LIGHTING: N/A ADDRESS: ONE ALLIED DRIVE P mrca: (eo1) 9D5-eDDo Fax; (901) 906-62�5 TOWER CONTRACTOR: N/A LITTLEROCK,AR.72202 +� "ENEERI PRD.IEcr: L.R. ATHLETIC CLUB(PANKEY)-ARKANSAS PHONE NO: (501)905-B10B SHOIHEFFGN6 a SHELTER DATA m� „o.11,� EXISTING MONOPOLE COLLOCATION ALLTEL SERVICE MANAGER: - - MARK ENDERLIN J �' SHEETTME' COVER SHEET k ALLTEL MOBILE COMMUNICATIONS, INC. kIL3 MN 'H� �y $ SHELTER SIZE: 9'x16' ADDRESS: • 4001 RODNEY PARHAM ROAD �a�J DESIGNED BY: HERITAGE REVISIONS stTENo: 716 MANUFACTURER: THERMOBONO BUILDING I, FLOOR7 Y-exuiurrx DRAWN BY: HERITAGE CELLSffE USA 'LL , AR. 72901 ADDRESS: NIA PHONE NO: LITTLE ROCK Heritage Engineering CHECKED BY: DLW SHEETNO. o PHONE NUMBER: N/A J (501) 220-0182 P.O. BOX505 PROJECT NO. Banton, Arkansas 72018 GROUNDING: TYPICAL (501)939-2303 FAX (501)93 -2M6 DATE: 05 MAR 07 FILENAME 0700170.0.Eno OF: • l8 NOTES: NOTES BY SYMBOL OEXISTING MONOPOLE O APPROX. COMPOUND LEASE OMITS Q3 APPROX. 40LF OF NEW WOOD FENCED COMPOUND, SEE DET 9/2.0 OAPPROX. 36LF OF EXISTING FENCE TO BE REMOVED OLIMITS OF GRAVEL SEE 8/3.2 O CRUSHED STONE SURFACE, REFER TO SHT. 3.2 OALLTEL's RACK MOUNTED PPC SEE SHEET 7.2. (8)NEW ELECTRICAL BREAKER BOX OALLTEL'S 14'x30' LEASE LIMIT 10 ELEVATION OF TOP OF FDN. SLAB FOR ALLTEL's NEW 9'-0"x14'-O" THERMOBOND EQUIPMENT SHELTER EQUALS 101.00 REFER TO SHEETS 4.0 & 5.0. 11 WAVE GUIDE BRIDGE SEE SHT. 3.5 @SLOPE NEW GRAVEL SURFACE TO DRAIN AWAY FROM ALLTEL'S SHELTER. @GRADE TO DRAIN AWAY FROM IMPROVEMENTS 14 NEW CEDAR TREE (THREE REQUIRED), SEE SHT. 2.5 15 NEW BOXWOOD SHRUB (SEVEN REQUIRED), SEE SHT. 2.5 16 REMOVE TWO EXT. CEDARS AND FOUR BOXWOODS. REPLANT AS NEW LANDSCAPING. IF AOCEPTA13LE TO ALLTEL's CONSTRUCTION MANAGER. CALLBEFOREYOU DIG -DRILL -BLAST 1A00-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE THIS INVENTORY OF UTILITIES IN THIS AREA IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE FG 100.00 ® AEG 10651 � EG .61 °s rr 1 •X. r I5 r, ti EG i09.69 '� F0 9s.75 $ fl s• AEG 107.96 fC �Ua r OC 401.7 r4tSi �, � / r FG 99.50 0 10 1 l '/ r TOC=101.00 ` O r (FF=101.92 + MATCH Ex{ST I r r I B r EG 109.96 ' r gfi r 3 TOP of ♦ \ / BANK r C 99A6 �h t4c��I'}/ }•, N, r, 13 \� `� /1 k / NEW FENCE, MATCH EG 95.fi5 A 3 \ FG 99.50 i t �'a r !EG 105.16 STYLE AND HEIGHT I FG 99.75 1OF EXISTING FENCE L %ff �� TBM( J rr + FFL loos ff TOC 100.00 {7 j �'�' UNDISTURBED EXT. CEDER ` f f of / ` GRADE TYP, f "'a 'P f / EC 99.54 , r � ? EXT. BOXWD00 TYP. 'rEG 94.65 \ / EG 9B7.6 AEG "'30 0 / EGG 97.69. / 1 L I TYP. cc tb ngy / /EG 95.80 �f r , 0 EG 97.95 LZ LINE POST 6' O.C. MAX (POST 4x4 TREATED 91.05 `` W = 2x6 TREATED AEG - Ir // EC 95A3 [9 2 FENCE RAIL = R V-40 = / L \ r C f cxRn�veNLc / / DRIVE TOC 96.16 - J W EC 91.40 / SEC. 94.! 6 EMSTMG HEAD < H / AEG 92.49 VILL. fEG 91.60 COMPOUND PLAN SCALE: 3116" = l -W' CONCRETE 7- c1 FOOTING 1 B" I I � 1'.• T� DIA. 3000 PSI CONCRETE TYP. COMPACT SllBGRAOE AND SURFACING TO io PRODUCE AN 18" UNYIELDING SURFACE FYP. 1. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUSEO WITHOUT THE WRITTEN APPROVAL OF ALLTEL'S CONSTRUCTION MANAGER. 2. AFTER FNSTALLATION OF ALL GROUNDING. UTILITY WORK. WAVE GUIDE SUPPORTS AND FOUNDATIONS IS COMPLETE. THEN ALL DISTRUBED AREAS SHALL BE COVERED WITH MIRAFI 5DOX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE. MINIMUM STONE THICKNESS SHALL BE 4". 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL BE COMPACTED TO MAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (AM D i i57). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EROSION CONTROL MEASURES. REFER TO SHEET 2A NEW SHELTER MIRAFI 50OX AFTER INSTALLATION OF ALL GROUNDING, UTILITY WORK, WAVE GUIDE SUPPORTS AND FOUNDATIONS IS COMPLETE, THEN ALL DISTRUBED AREAS SHALL BE COVERED WITH MIRAFI SOOX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE. MIN1MU MINIMUM BACKFILL USED SHALL BE CLASS 7 OR OTHER APPROVED MATERIAL (SEE GRADIATION SCHEDULE THIS SHEET) TO ACHIEVE FINISH GRADES AROUND SHELTER. COMPACT SUBGRADE AND SURFACING TO PRODUCE AN UNYIELDING SURFACE l SITE COMPOUND A SURFACE DETAIL TREATED WOOD Z.O SCALE: NTS. FENCE PICKETS rff1 FENCE POST DETAIL FINISH GRADE `J o / SCALE NTS. �% of 4U',`�A 1S HERITAGE ry ENGINEERING 7 r v NO.1130 4&" LEGEND EL 98.00 = EXISTING GRADE FG 99.00 = FINISHED GRADE TOC 99.75 = TOP OF CONCRETE WARNING 0 -1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE © COPYRIGHT HERITAGE ENGINEERNG 2007 EXISTING GRADE 3000 PSI. CONCRETE CLASS 7 GRADIATION SCHEDULE SIEVE SIZE PERCENT PASSING 1 1/2" 100 1" 60-100 3 4" 50-90 3 8" i4 25-55 #10 j40 10-30 0200 3-10 MAXIMUM PLACITITY INDEX (MINUS #40 MATERIAL) MINIMUM PERCENT CRUSHER RUN MATERIAL GRADING SHALL COMPLY WITH REQUIREMENTS OF AASHTO T11 AND T27 © REV. 2: DATED 06 APR 07 - REVISED DIMENSIONS O NEW SHELTER REV. 1: CHANGED SHELTER SIZE. EXISTING ANTENNA ARRAY PROPOSED ALLTEL'S NEW ANTENNAS RAD CENTER = 110' AGL EXISTIING MONOPOLE THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. TOP NEW SHELTER NEW LANDSCAPING SEE SHEET 2.5 TOWER ELEVATION 3—,Auz:NFj. ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA. EXTERIOR OF SHELTER; AND THE INTERIOR OF SHELTER. 2. (2) COLOR BANDS DENOTES TRANSMIT 3. PRIOR TO ORDERING ANY ANTENNAS OR COAX, CONTRACTOR SHALL CONTACT ALLTELIS CONSTRUCTION - MANAGER AND OBTAIN APPROVAL FOR MATERIALS AND LOCATIONS LISTED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THIS COORDINATION. TOWER NOTES 1. FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. 2. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. L ANTENNA KEY ANTENNA NUMBER COAX COLOR CODE ANTENNA VENDER MODEL NUMBER AZIMUTH C� HEIGHT MECHANICAL DOWNTILT COAX SIZE COAX PER ANTENNA OAX MODEL NUMBER ALPHA A-1 1 RED BAND ANTEL BXA-80063-6-3 145' 110, —51 7/8" 2 AVA5-50 FACE BETA B-1 1 BLUE BAND ANTEL BXA-80063—" 250' 110, —4' 7/8" 2 AVAS-50 FACE NOTE: PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION WITH ALLTEL's CONSTRUCTION MANAGER & RF DRAWING SHEET. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. a� ANTENNA MOUNTS AND HARDWARE BY TOWER MANUFACTURER ALPHA FACE fir*, BETA FACE 6'-0' MINIMUM N Q `iANTENNA DETAIL WSCALE: N S. 1QREV. 1: DATED 06 APR 07 — REVISED ANTENNA KEY, ANTENNA DETAIL do TOWER ELEVATION OF AOf� NERRAGE ENGINEERING Y NO.7130 a V 'Z" WARNING 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE ® COPMGHT HERBAGE ENGINEERING 2007 SHRUBS EVENLY SPACED BETWEEN TREES A: SPACED 1B" OFF FACE OF FENCE. SEE DETAIL 0/3.6 AND PLANT MATERIAL SCHEDULE THIS SHEET TREES SPACED AT CORNERS AND MIDPOINT OF COMPOUND APPROX. 18" OFF FACE OF FENCE. rr SEE DETAIL A/3.6 AND PLANT MATERIAL SCHEDULE THIS SHEET (1)—SHRUB EVENLY SPACED BETWEEN ® NEW TREE EXISTING PLANT. SEE DETAIL B/3.8 AND PLANT MATERIAL SCHEDULE THIS SHEET \ ♦ ♦ ♦ ti ♦ ♦ /' /1j 1 \ ~ \ 40 01, EXT. CEDER ` / �, / F / / J all, nP. / ` / • J C f r ' No EXT. BDx4D00 %/ / /J t � •' ri L t •Exlmrlc / GRAVEL / DRIVE / / \♦-- _� a t LANDSCAPING PLAN &L W-° SCALE: NTS SHRUB PLANTING NOTES: 1.PROVIDE WEED CONTROL AND/OR FERTILIZER AS SPECIFIED BY DIDCOM'S CONTRUCCtON MANAGER. WEED CONTROL AND FERTILIZER MAY BE APPLIED AT A LATER DATE TO COMPLY WITH SEASONAL CONDITIONS AND THE GROWING PERIOD. PROVIDE HOMOGENOUS BACKFILL PLANTING MIXTURE AS SPECIFIED. WHEN PRESENT REMOVE BURLAP FROM TOP OF BALL. GROUND LINE TO BE SAME AS AT NURSERY. 4" LAYER OF MULCH AS APPROVED BY DIDCOM'S CONSTRUCTION MANAGER GEOTEXTILE FABRIC INSTALLED PER MANUFACTURER'S RECOMMENDATION. BREAK SUBSOIL WITH PICK AX. 6" MIN. FOR PLANTS UP TO 4'-0" HIGH. B SHRUB PLANTING DETAIL 0 , TREE PLANTING NOTES: 1.PLANTS SHALL BE SET SLIGHTLY HIGHER THAN GRADE TO ALLOW FOR SETfUNG & POSITIVE DRAINAGE. 2.PLACE ALL PVC LATERALS OUTSIDE OF ROOTBALLS. 3. PROVIDE FERTILOME FOOD STIMULATOR IN EACH TREE PIT. A TREE PLANTING DETAIL 3.S PLACE TIES ABOVE LOWEST SCAFFOLD BRANCHES PROVIDE FLAG ON EACH GUY WIRE N0. 12 GALV. WIRE THRU NEW X"—RUBBER HOSE. TWIST OR ANCHOR WIRE TO STAKL MIN. 2 PER STAKE. METAL BRACING STAKE, 1" DU1. x B'—O" LONG TREE STAKE MIN. 3 REQUIRED AT 120 DEGREES AROUND TREE. REMOVE BURLAP FROM TOP OF ROOTBALL AND REMOVE TIES. FOLD BACK BURLAP AT TOP OF BALL WHEN PRESENT, REMOVE ALL SYNTHETIC BURLAP 4" LAYER OF MULCH AS APPROVED BY DIDCOM'S CONSTRUCTION MANAGER 4" SAUCER (TEMPORARY) COMPACTED SUBGRADE SLOW RELEASE FERTILIZER PER DIDICOM'S CONSTRUCTION MANAGER MAX 6" BELOW SURFACE PREPARED BACKFILL PROVIDE HOMOGENOUS MIXTURE AS SPECIFIED BY DIDICOM'S CONSTRUCTION MANAGER. ADD IN 6" LAYERS WITH EACH LAYER TAMPED. 12" COMPACTED BACKFILL BREAK SUBSOIL WITH PICK AX. LAYER OF MIXED SUBSOIL WITH PUNTING MEDIUM. PLANT MATERIAL SCHEDULE: ITEM SIZE 8 DESCRIPTION SHRUBS/EVERGREENS 1. SHRUBS SHALL MATCH SIZE TO BE 36 INCHES TALL AFTER PLANTING. PLACED AS SHOWN ON EXISTING VARIETY DRAWINGS (TOTAL OF 7 SHRUBS REQUIRED). TREES 2. TREES SHALL MATCH EXISTING SIZE TO MATCH EXISTING, (TOTAL OF 3 TREES REQUIRED). VARIETY REV. 1: CHANGED SHELTER SIZE. �E OF A�jT All _ yt HERITAGE ENGINEERING L aN0.1130 8gy,_/1VHJ1 PROJECT: gGl '�LG 1A WARNING D 112 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE Q COPYRIGHT HERITAGE ENONEERINO 2007 n ELEVATION KEY 4(p 1 t•-n" B EXTERIOR ELEVATION "� AL :712°ram o'-A" A EXTERIOR ELEVATION �O SCAL : 9'-O" 5" 8'-2" 5" C EXTERIOR ELEVATION I.— . 13'-2" d � QQ00 0000 LIGHT 1" PVC GROUND DOOR DOOR �7 " NIPPLE ELCO v � - a I q 5" 5" 0 o of u k p EXTERIOR ELEVATION 3.() SCAL :1/2•_7 0 REV. 1: CHANGED SHELTER SIZE. NOTES: 1. FOR INFO NOT PROVIDED sa8pv- REFER TO APPROPRIATE ARTHERMOBOND DWGS. D 011E ALLn62. INFORMATION SHOWN IS F] DIr- ISDI) 9IGENERIC IN NATURE. ACTURAL DIMENSIONS dG'rt�o° PROJECT; L.R. ATF SHALL BE OBTAINED FROM CERTIFIED - THERMOBOND DRAWINGS WARNING _ ••� sxEEr TR =• g-0 a 1/2 1 J � DESIcxED e1: HER71 3. OBTAIN DEMENSIONS ErxlwEEnroHe Ex� tEN� DRAwx or: HEPo'I FROM CERTIFIED IF THIS BARDCEs H THERMOBOND DRAWINGS TE MRnAVANG�ws Heritage Engineering CHECKED BY: BEEN REDUCED AND P.O. BOX 505 ISNOTTOSCALE Benton, Arkeneae 72019 PROJECT NO. GHT © COPYRIHERITAGE EWANEERING 2007 (501)939.2303 FAX (501)939.2015 DATE 05 NOTES: I. THIS PLAN IS BASED ON A SURVEY BY KEEN SURVEYING, LLC. DATED 06/28I05. CONTRACTOR SHALL FIELD VERIFY ALL EX€MNC CONDITIONS PRIOR TO COMMENCIEMENT OF CONSTRUCTION. 2. THE PROPOSED USE DOES NOT REQUIRE FULL OR PART TIME EMPLOYEES AT THE SITE. 3. FOR GENERAL SITE WORK NOTES, SEE SHEET Cl. 4. FOR ELECTRICAL SYMBOLS, SEE SHEETS E1 & E2. 5. ALL NORTH ARROWS ON SITE PLANS ARE TRUE NORTH, UNLESS OTHERWISE SPECIFIED. REFERENCE NOTES: 20 -DOUBLE WIDE XMME SVANG GATE, SEE DETAIL SHEETC9. o ISO, 30Y 450' 1� = :15Y PROPOSED- 12' MVEL DRK DOSTING - BASKETBALL COURT 15` UTILITY EASEMENT EXISTING - OVERHEAD UTILITIES EXISTING UTILITY POLE (fYP.) 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