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1997-06-06_SBA_COMMUNICATIONSPROPERTY DESCRIPTION The South 700.00 feel of the fast 100.00 feet of Lot 34, AUDITORS SUBDIWSION NUMBER 141, Hennep ;n County Minnesota. / LEASED PREMISES LEGAL DESCRIPTION That pert of the South 200.007eet of the East 200.00 feel oTTot J4, AUDITORS SUBOINSION NUMBER 141, Hennep ;n County, Minnesoto, described as follows: Commencing of the southeast corner of said Lot 34; thence North 00 degrees 15 minutes 22 seconds West, assumed beor ;ng along the cost line of said Lot J4, a distance of 20.09 feet; thence northerly along o non - tangential curve, concove to the northeast, ho.;nq a cenlrel ongle of 97 degrees 00 minutes 10 seconds and o radius of 47.75 feet, for on ore d ;slonce of 80.84 feet, the chord of said curve Dears North J8 degrees IJ minutes 31 seconds West; thence northerly, westerly and southerly, along o tangential reverse curve, having o central angle of 200 degrees 19 minutes 29 seconds and o radius of 18.00 feet, for on orc distance of 97.90 feet; thence South 10 degrees 02 minutes 56 seconds East, tengent to said reverse curve, o distance of 22.10 feet, thence North 79 decrees 57 m;r.ules 04 seconds fast, o distance of 10.00 feet to the point of bey.nninq of the leased premises site; thence South 10 degrees 01 minutes 55 seconds fast o distonce of 20.00 feet thence South 79 degrees 57 minutes 04 seconds West, o distdnee of 20.CO feet; thence North 10 degrees 02 minules 56 seconds West, a distance of 20.00 feet; thence North 79 degrees 37 m;eutes 04 seconds Cost, a distance of 10.00 feet to the point of begi —'nq. Contoininq 400.00 square feet Together with o 20.00 foot easement for ingress and egress purposes over and across that port of said South 200.00 feet of the Cost 200.00 feet or Lot J4, the centerline of .nice is described as follows: Commencing of the southeast corner of said Lot 34. thence North 00 degrees 15 minutes 21 seconds West, assumed beoring along the cost line of sold Lot J4, o distonce of 20.09 feet to the point of beginning of the centerline to be described; thence northerly along o non - tangential curve, concove to the northeast, hovinq o central 0,7910 of 97 degrees 00 minutes 10 seconds and a radius of 47.75 feet, for on orc distance of 80.84 feet, the chord of sold curve bears North 38 degrees 13 minutes 31 seconds West; thence northerly, westerly and southerly, along o tangential reverse curve, concove to the south, having a central angle of 200 degrees 19 minutes 29 seconds and o radius of 28.00 feet, for on ore distance of 9790 feet; thence South 10 degrees 02 minutes 56 seconds fast, tangent to sa ;d reverse curve, o distance of 22.10 feet and said eenterfine there terminating. The sidelines of said easement ore to be prolonged or shortened to terminate of the cost line of said Lot 34. Subject at easements, restrictions and reservations of record. Contoining 4016.8 square feet 200.00-- W ` - 1 - - - - -- Prta Ingress and Egress Easement - -� 14' . s ruse \ relocated \� y I 14' guruce ' relocated` ruce.' / t I re a ted. I \ I . ( ' 1 i 1 I I 6' s �LJI/G1 10 I 1 6' spruce- Leased Premises --, \ i N I. 3 I 1 l t 1b 1 if i \ IN 200 0 \ R.28.00 1 �1 /.- \ \ \ 1 11' PLE I 11' MAPLE 10 >0 ' Woter — — L Tower 1 MAPLE I . D 11 t 1 • v 0 cn o rn J ' a ,s �6' arbor vitae���� 20.00 9057.04N W S e ti O E i25' Spruce x >tt 11' $pruc \� I I 1 L2 Z rr Q' r vl N� N rr q) C \ h O tJ O tJ x J ) N OZ) O lu O / / 8 � Q 1' �I O N N o T ILLUSTRATIVE LANDSCAPE PLAN PLANT LIST PLANTING SPECIES HEIGHT INTERVAL ARBOR VITAE 6' 3 SPRUCE 6' see illustrative landscape plan 7 9 10 t A W O ti g -_ l� ha O O 1= ■ ■ a 5 I I I I I north IA- o/ the )00.00 Ie l of Lot J4, AUDITORS I SUDOIWSItU'I N0. i41 41 , / 89'17'35" W \ 200.01 / •' 1 I I \ N BCNCH "A ' O Top -1 roof 994.6 I / ' ---- -- --- -- ---_. -_ -- - )00.00- - -- -- - - _ •� / r$ 9 .. IT \ If \ q 9� • / • y \ ?00 \ \ i / I f _- R6rer TO I m to. r TO 1 11- �7 - SIEE OTE 15 I 1 HN 1 t Leased Poem' ` 0 - g �o 0' .R\ \ SE NOT 14 o6 0 (ttP Je�U _ � •swv.. `• , I a I +. are° 1 O $i5 ov a °ss.cs 1 1 o\ �' O o O 1 3 �I LIJ Q --C� WA TEO COUR / 1'-- I I I I 8 GENERAL NOTES: 1. COMPLY WITH ALL BUILDING CODES OF THE AUTHORITIES HAVING JURISDICTION. 2, NOTIFY THE PROPERTY OWNER OF THE CONSTRUCTION START WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 3. COORDINATE THE CONSTRUCTION STAGING AREA WITH THE PROPERTY OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 4. PROTECT THE EXISTING FACILITES AT ALL TIMES: THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. 5. THE CONTRACT LIMITS ARE AS NOTED ON THE DRAWINGS. CONFINE OPERATION TO AREAS WITHIN THE LIMITS INDICATED. 6, PROVIDE FOR COMPLETE TELEPHONE AND ELETRICAL SERVICE AS INDICATED ON THE DRAWINGS. COORDINATE WITH THE PROPERTY OWNER AND AUTHORITIES HAVING JURISDICTION. 7. DO NOT INTERRUPT. ANY SERVICE AT ANY TIME WITHOUT THE O'NNER'S APPROVAL. 8. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND COORDINATE THE INSTALLATION OF NEW UTILITIES. 9, CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CCNOITIONS AND PUN DIMENSIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 10. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 11. THE EQUIPMENT LOCATIONS SHOWN SHALL NOT BE VARIED WITHOUT THE REVIEW APPROVAL OF THE ENGINEER. 12. CONTRACTOR SHALL FIELD ROUTE COAX CABLE, PULL ROPE SHALL BE INST_ --LED TO NEAREST CONVENIENT LOCATION FOR FUTURE BTS j2. SEAL END OF CCNOUIT FROM WATER PENETRATION 13. CONTRACTOR SHALL RELOCATE 3, 12' TO 14' TALL SPRUCE TREES FROM LEASE 14. CONTRACTOR SHALL PROVIDE 7, 6' -O" ARBOR VITAE TREES AT 3' SPACING. 15. CONTRACTOR SHALL PROVIDE 2, 6' -0" SPRUCE TREES. , PROPERTY DESCRIPTION The South 200.00 feet of the East 200.00 feet of Lot J4, AUDITORS SUBDIVISION NUMBER 141, Hennepin County, Minnesota. LEASED PREMISES LEGAL DESCRIPTION That port of the South 200.00 feel of the East 200.00 feet of Lot J4, AUDITORS SUBDIVISION NUMBER 141, Hennepin County, Minnesota, described as follows: Commencing of the southeast corner of said Lot J4; thence North 00 degrees 15 m;nutes 22 seconds West, assumed beoring c!ong the cost line of said Lot J4, a distance of 20.09 feet: thence northerly along a non- longentiol curve, con :ove to the northeast, having o central angle of 97 degrees 00 minutes 10 seconds and a radius of 47,75 feet, for on arc distance of 80.84 feet, the chord of said curve bears North J8 degrees 13 minutes J2 seconds West: thence northerly, westerly and southerly, along o tangential reverse curve, having a central angle of 200 degrees 19 minutes 29 seconds and o rod;us of 18.00 feet, for on orc d;stonce of 97.90 feet; thence South 10 degrees 02 minutes 56 seconds East, tangent to said reverse curve, o distance of 22.10 feet; thence North 79 degrees 57 minutes 04 seconds East, o distance of 10.00 feet to the point of beginning of the leased premises site: thence South 10 degrees 02 minutes 56 seconds East, a distance of 20.00 feet; thence South 79 degrees 57 minutes 04 seconds West. a distance of 20.00 feet; thence North 10 degrees 02 minutes 56 seconds West, o distence of 20.00 feet: thence North 79 degrees 57 minutes 04 seconds East, o distance of 20.00 feet to the point of beginning. Containing 400.00 square feel Together with o 20.00 foot easement for ingress and egress purposes over and across that port of said South 100.00 feet of the fast 200.00 feet of Lot J4, the centerline of which is described as follows: Commencing of the southeast corner of said Lot 34; thence North 00 degrees 15 minutes 21 seconds West, assumed beoring along the east line of said Lot J4, a distance of 20.09 feel to the point of beginning of the centerline to be described; thence northerly long a non- tongential curve, concave to the northeast, hovrng a central ongle of 97 degrees 00 minutes 10 seconds and a radius of 47.75 feet, for on are distance of 80.84 feet, the chord of said curve bears North 38 degrees 13 minutes 31 seconds West: thence northerly, westerly and southerly, along o tengentiol reverse curve, concave to the south, having a central ongle of 200 degrees 19 minutes 29 seconds and a rodivs of 28.00 feet, for an arc distance of 97.90 feet: !hence South 10 degrees 02 minutes 56 seconds East, tangent to so;d reverse curve, a dislonce of 22.10 feet and said centerline there terminating. The sidelines of said easement ore to be prolonged or shortened to terminate of the test fine of said Lot 34. - - - - N 89'17'35" E i 200.01 - i south Inc of Lot 34, ' I AUDITORS SUBtMWS10N NO. 141 southeast Con IN of Lot 34- -r E and Me south lint of the S£ AUDITORS SUBDIW9011 N0. 141 114 of the S. 114. e"d. LAO southeast eo/ne/ of the Southeast 0.", of the South - 0uorter o/ Sec. BOI 2$ T. 117. R. 21 O GRAPHIC SCALE SITE PLAN SETBACKS SUBJECT TO CITY ZONING REVIEW SCALE: 1 " =20' -O" IN FEET) I Inch - 20 IL LEE �I N h p O U 1 6^ Z� N 'C W C VC t� v e� Ia m m m 0 GENERAL DATE I R AND RECORD OF ISSUE Subject of easements, restrictions and reservations of record Contoining 4016.8 square feet e pT Y! �IVrt f „ F PROFISSIM , '= ENGInEER 245G6 r' ? OF t.:t.�E a• I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPER- M BLACK & VEATCH VISION AND THAT I AN A DULY REGISTERED PRO- FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGINEER DRAWN SIGNED ROBERT W. WILSON RLM JEG DATE 06/06/96 REG NO. 74586 CHECKED R W DATE 06/06/96 EXTENSIVE REVISIONS SEE PREVIOUS ISSUE SPRINT SPECTRUM PROJECT DRAWING NUN6ER REV SITE PLAN 28660 MSC208A1 2 CODE SHOREWOOD WATER TOWER MS03XC208V1 MINNEAPOLIS MTA SITE 208 AREA F LEGEND .. - u r t� 0 Q_ W 0: VW Z nJ bO VICINI TY MAP L(_j 0 T i1 T D TOWER / EQUIPMENT DATA STRUCTURAL TYPE: WATER TOWER HEIGHT: 125 FEET FOUNDATION TYPE: N/A LIGHTING CONFIGURATION: XXxX GROUNDING: PER SPECIFICATION 44' 54' 21' LAT. 93' 32' 19' LONG COORDINATES: TOWER MANUFACTURER: XXXX CONTACT: XXXX PHONE NO: XXXX - GENERAL CONTRACTOR: BLACK VEATCH CO I C. ADDRESS: Y EAGAN. MN.. 55121 CONTACT: RICK FOSTER PHONE NO: (612) -681 -8490 TRANSCEIVER STATION: EQUIPMENT MANUFACTURER: MODEL NO: XXXX QUANTITY: XXXX ' MOUNTING: xxxx ELECTRICAL REQUIREMENTS: GROUNDING: XXXX PCs POWER & TELEPHONE CABINET: NORTHERN TE INC. MODEL NO: XXXX QUANTITY: xxxx MOUNTING: XXXX ELECTRICAL REQUIREMENTS: GROUNDING: - XXXX RADIO FREQUENCY FRONT END (RFFE) UNIT: EQUIPMENT MANUFACTURER: XXXX MODEL NO: XXXX QUANTITY: XXXX MOUNTING: xxxx ELECTRICAL REQUIREMENTS: GROUNDING: XXXX ssl P $ INDICATES ANTENNA (PLAN VIEW) INDICATES ANTENNA (ELEVATION VIEW) SITE INDEX DRAWING INDEX RADIO EQUIPMENT SITE NAME SHOREWOOD WATER TOWER SHEET TITLE BASE TRANSCEIVER STATION (BTS) ADDRES 5500 OLD MARKET ROAD CITY: SHOREWOOD STATE: MINNESOTA APPROXIMATE DIMENSIONS 76 "W x 40 "D x 64 "H COUNTY: HENNEPIN CELL NUMBER; MS03XC208 T1 COVER SHEET APPROXIMATE WEIGHT (WITH BATTERIES ) 3000 LBS SIZE OF PROPERTY; XXXX PROPERTY OWNER: CITY OF SHOREWOOD Al SITE PLAN RADIO FREQUENCY FRONT END (P.FFE ADDRESS: 5755 COUNTRY CLUB ROAD SHOREWOOD. MN.. 55331 PHONE NO: (612)-474'3236 A2 PLANS, SECTIONS, AND DETAILS APPROXIMATE DIMENSIONS 18 "W x 12 "D x 27 "H ELECTRIC UTI NORTHERN STATES POWER APPROXIMATE WEIGHT 80 LBS CONTACT: XXXX PHONE NO: XXXX US WEST D1 PLANS & ELEVATION ANTENNAS (TX, RX) TELEPHONE CO MPANY: CONTACT: XXXX PHONE N0: XXXX D2 DETAILS APPROXIMATE DIMENSIONS 6 "W x 2 "D x 64 "H SITE CONSTR MANA BLACK & VEATCH CONSTRUCTION, INC. APPROXIMATE WEIGHT 9 LBS STREET: 1750 YANKEE DOODLE RD.. SMITE 200 ........ww, CITY, ST ZIP: EAGAN. MN., 55121 PpOER��W� W�IJ� CONTACT: RICK FOSTER E1 ELECTRICAL DETAILS PHONE NO: (612)- 681 -8490 COAX CABLES 9 REGISTERED (612)-681 -8521 1 FAX. PR '< ENGINEER S1 STRUCTURAL DETAILS 24586 SSLP IMPLEMENTATION MANAGER: RICK BOYD DIAMETER (LATER) MIN, NES� SSLP IMPLEMENTATION ENGINEER: BRIAN SCHILLING "'"""' STREET: 2900 LONE'OAK PKWY suITE 1ao S2 STRUCTURAL DETAILS CITY, ST ZIP EAGAN. MN.. 55121 PHONE No: (612)- 686 -2600 CERTIFICATE OF SURVEY PROJECT NUMBER: MS03XC208V1 -_ NORTEL PR MANAGER; JOHN O'BRIEN 2 9/18/96 GENERAL REVISIONS FOR ZONINGW PHKIAHFI�LN STREET: 1750 YANKEE DOODLE RD.. SUITE 208 1 HEREBY CERTIFY THAT THIS DOCUMENT WAS 1 8/02/96 ISSUED FOR ZONING CITY, ST 21P: EACAN, MN., 55121 PREPARED BY ME OR UNDER MY DIRECT SUPER- VISION AND THAT 1 AM A DULY REGISTERED PRO- 0 6/06/96 ISSUED FOR BUILDING PERMIT PHONE NO: (612) 452 - 7 2 68 FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NO GATE REVISIONS AND RECORD OF ISSUE SIGNED ROBERT W. WILSON DATE 06/06/96 REG N0. 21586 DESIGNED BY: B:AV REVIEWER APPROVALS ORAWH BY; DTN SSLP RE /'1 CNECKEO BY: R%VW SSLP RF WORK ORDER NO. SSLP RE DATE: 06/06/96 NORTEL CM m NNEAPOL � MTA (� NORTEL RF BVCI V � FILE N0. LANDOWNER PROJECT: SHEET NO. S D SPRINT SPECTRUM LIMITED PARTNERSHIP MINNINNEAPPOEOLLI WATER TOWER T1 S MTA SITE 208 SHEET TITLE: COVER S ND• MS03XC208V1 A 6 C W. 1 7 4 5 I I I i 3 8 7 9 10 O (1t N $a_ � °s _ 1.N l� O O O N 89'17'J5" £ - 200.01 / South M. Of Let 3 AUDITORS SUBOI.S10N NO. tot and the South line of the S£ 114 0f th.. S. 1 14. W GRAPHIC SCALE IN TEST ) 1 Imh w 20 tL 2 - \ S 89'17'35" W rnorth - / 200.01 If M. of th. south 700.00 feel .1 Lot J4. AUOIfORS I suOOIHSION Na 141 � I I : I ?PRD \ i N m I Top nut root 994.e � \ I \O . .. 4 R ^•F.�'�s M mrw„uxew ______ ____.. _ 200.00- _ __ ____ __ ___� Q1 / PAT>and cress nd p� O BLACK 8C VEATCH \ T SPECTRUM SPRIN grass PROJECT ORAWwG NUNBER REV I �" I � \ SEE NO 2 09 IS 96 GENERAL REVISIONS FOR ZONING GST[RED PRO- VtSON THAT AMUAODULYRE FESSION AL ENGINEER UNDER THE LAWS OF THE SITE PLAN 28660 MSC208A1 If -- _- 10 - - to d� 10 I IO v, 1 r- .AArf - SIEE I OTE 15 1 H N i t SHOREWOOD WATER TOWER CODE s Leased Premi- 'a b m I I I 0 FL , 0 \O 9 B ° I . SE NOT 14 ( a ♦y c ISSUED FOR BUILDING PERMIT (TYP 0 0 06 06/96 N 89'17'J5" £ - 200.01 / South M. Of Let 3 AUDITORS SUBOI.S10N NO. tot and the South line of the S£ 114 0f th.. S. 1 14. W GRAPHIC SCALE IN TEST ) 1 Imh w 20 tL 2 P�0E0.T W.!Wrl�..1 O \ O Ln I : ?PRD EXTENSIVE REVISIONS NALi GIfIrt SEE PREVIOUS ISSUE ) Ci ��s \O . .. 4 R ^•F.�'�s M mrw„uxew SS�43 1 �m e ti o Ed,Ys Q1 / ck�I h S r I WATERF - CoUR / I southeast comer Or L0 74- � AUOITORS SU90I14SION NO 141 end the southeast cans of th. S..Iheast 0-1 Of the Scutn.est C2 Iar 01 S.C. BOI 25, F. 112 R. 2J SITE PLAN SCALE: 1 "- 20' -0" N. I O SETBACKS SUBJECT TO CITY ZONING REVIEW I i I i I I I GENERAL NOTES: 1. COMPLY WITH ALL BUILDING CODES OF THE AUTHORITIES HAVING JURISDICTION. 2. NOTIFY THE PROPERTY OWNER OF THE CONSTRUCTION START WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 3. COORDINATE THE CONSTRUCTION STAGING AREA WITH THE PROPERTY OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 4. PROTECT THE EXISTING FACILITES AT ALL TIMES: THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. 5. THE CONTRACT LIMITS ARE AS NOTED ON THE DRAWING CONFINE OPERATION TO AREAS WITHIN THE LIMITS INDICATED. 6. PROVIDE FOR COMPLETE TELEPHONE AND ELETRICAL SERVICE AS INDICATED ON THE DRAWINGS. COORDINATE WITH THE PROPERTY OWNER AND AUTHORITES HAVING JURISDICTION. 7. 00 NOT INTERRUPT ANY SERVICE AT ANY TIME WITHOUT THE } O'WNER'S APPROVAL. 8. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND COORDINATE THE INSTALLATION OF NEW UTILITIES. 9. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS Al10 PLAN DIMENSIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 10. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 11. THE EQUIPMENT LOCATIONS SHOWN SHALL NOT BE VARIED V.ITHOUT THE REVIEW APPROVAL OF THE ENGINEER. 12. CONTRACTOR SHALL FIELD ROUTE COAX CABLE, PULL ROPE SHALL BE INSTALLED TO NEAREST CONVENIENT LOCATION FOR FUTURE BTS j2. SEAL END OF CONDUIT FROM WATER PENETRATION 13. CONTRACTOR SHALL RELOCATE 3. 12' TO 14' TALL SPRUCE TREES FROM LEASE AREA, 14. CONTRACTOR SHALL PROVIDE 7, 6-0" ARBOR VITAE TREES AT 3' SPACING. 15. CONTRACTOR SHALL PROVIDE 2, 6' -0' SPRUCE TREES. PROPERTY DESCRIPTION The South 200.00 feet of the East 200.00 feet of Lot J4, AUDITORS SUB0114510N NUMBER 141, Hennepin County, Minnesota. LEASED PREMISES LEGAL DESCRIPTION That port of the South 200.00 feet of the East 200.00 feet of Lot J4, AUDITOR '$ SUBDIVISION NUMBER 141, Hennepin County Minnesota, described as follows. Commencing of the southeast corner of said Lot J4; thence North 00 degrees 15 minutes 11 seconds West, assumed beoring along the east line of said Lot J4, a distance of 20.09 feet; Ihence northerly along a non - tangential curve, concave to the northeast, having o central angle of 97 degrees 00 minutes 10 seconds and o radius of 47.75 feet, for on are distance of 80.84 feet, the chord of sold curve bears North J8 degrees 1J minutes J2 seconds West; thence northerly, westerly and southerly, along a tangential reverse curve, having a central ongle of 200 degrees 19 minutes 29 seconds and a radius of 28.00 feet for on arc distance of 97.90 feet; thence South 10 degrees 02 minutes 56 seconds East, tangent to said reverse curve, a distance or 22.10 feet; thence North 79 degrees 57 minutes 04 seconds East. a distance of 10.00 feet to the point of beginning of the leased premises site; thence South 10 degrees 01 minutes 56 seconds East, o distance of 20.00 feet; thence South 79 degrees 57 minutes 04 seconds West, a distance of 20.00 feet; thence North 10 degrees 02 minutes 56 seconds Hest, o distance of 20.00 feet; thence North 79 degrees 57 minutes 04 seconds East, a distance of 20.00 feet to the point of beginning. Containing 400.00 square feet Together with a 20.00 foot easement for ingress and egress purposes o.er and across that port of sold South 100.00 feet of the Cost 200.00 feet of Lot J4, the centerline of which is described as follows. Commencing of the southeast corner of said Lot 34; thence North 00 degrees 15 minutes 22 seconds West, assumed beoring along the east line of sold Lot J4, o distance of 20.09 feet to the point of beginning of the centerfine to be described,' thence northerly along a non- tongential curve concave to the northeast, having o central angle of 97 degrees 00 minutes 10 seconds and o rodius of 47.75 feet• for an are distance of 80.64 feet, the chord of sold curve bears North J8 degrees 1J minutes 31 seconds West; thence northerly, westerly and southerly, along o tangential reverse curve, concave to the south, having o central angle of 200 degrees 19 minutes 29 seconds and a radius of 28.00 feet, for on arc distance of 97.90 feet; thence South 10 degrees 02 minutes 56 seconds Cost, tangent to said reverse cur". a distance of 2210 feet and said centerline there terminating. The sidelines of said easement ore to be prolonged or shortened to terminate at the east fine of said Lot 34, Subject of easements, restrictions and reservations of record. Containing 4016.8 square feet � r Q i r Z W O; v a N � 1o�C �¢C A C D E F P�0E0.T W.!Wrl�..1 : ?PRD EXTENSIVE REVISIONS NALi GIfIrt SEE PREVIOUS ISSUE 1.1566 ;` . .. 4 R ^•F.�'�s M mrw„uxew I HEREBY CERTIFY THAT THIS OOCUNENT WAS ED BY ME O p� O BLACK 8C VEATCH T SPECTRUM SPRIN PROJECT ORAWwG NUNBER REV 2 09 IS 96 GENERAL REVISIONS FOR ZONING GST[RED PRO- VtSON THAT AMUAODULYRE FESSION AL ENGINEER UNDER THE LAWS OF THE SITE PLAN 28660 MSC208A1 2 1 O8 02/96 ISSUED FOR ZONING L L6 P W WV WV STATE OF MINNESOTA $TATS ROBERT W. WILSON ENCRIEER DRAWN RLM JEG SHOREWOOD WATER TOWER CODE MS03XC208V1 ISSUED FOR BUILDING PERMIT 0 06 06/96 DATE 06/06/96 REC NO. 24586 CHECKED DATE MINNEAPOLIS MTA SITE 208 AREA NO DATE REVISIONS AND RECORD OF ISSUE BY H AAPPFLM RWW 06/06/96 � r Q i r Z W O; v a N � 1o�C �¢C A C D E F 7 8 9 10 4 5 6 e 3 - AI CI D EXTENSIVE REVISIONS SEE PREVIOUS ISSUE 6' -0' RESIDENTIAL GRADE CHAIN LINK FENCE WITH 3 STRAND DEEP AGGREGATE BARBED WIRE - 3' OVER GEOTEXTILE W BTS a EXISTING GRADE Lu CONCRETE PIER (TYP) r i � 2 n 1 0 0 NO i FIS LO 21 �L RATE WTENNA 3' (TYP) IA D I COMPOUND 5/8' x 10' -0' GROUND COMPOUND PLAN ROD ® 10' -0' O.C. (MAXIMUM) SCALE: 1/4' TIE TO EXISTING NO. 2 AWG TO GROUND SYSTEM, EXISTING STRUCTURE F IF AVAILABLE IF AVAILABLE NO. 2 GROUND TO MINI -PPC (TYP 2 PLCS) s .,a - COMPOUND GROUNDING PLAN N0. 2 AWG I NO. 2 AWG GROUND TO BTS #1. COIL 10' -0' WEST _ IlGlsrtrsfll ; f PROfCSSICNAI °; = SCALE: 1/4' =1' -0" GROUND TO SEE DWG MSC208AI AT BTS. STS N2. COIL 10' -0' I — I N0. 2 AWG AT BTS. I 1 1 - � - GROUND TO FENCE POSTS I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY NE OR UNDER MY DIRECT SUPER- BLACK p� VEATCH LK ® SECTIONS, AND DETAILS SPRINT SPECTRUM ON EITHER ORAAING NUNBER I MSC208A2 REV 2 FOR Z ONING SIDE OF GATE NO. 2 AWG TO d VISION ANO THAT I AM A DULY REGISTERED PRO- FESSIOHAL ENGINEER UNDER THE LAWS OF THE PLANS, BTS PLATFORM CRATING I, .,P WV STATE OF MINNESOTA. ROBERT W. WILSON ENGINEER DRAWN RUM KF SHOREWOOD WATER TOWER � 1 MS03XC208V1 (TYP 2 PLCS) y —I WY LWY SIGNED DATE 06/19/96 REG N0. 24586 CHECKED RAW DATE 06/19/96 MINNEAPOLIS MTA SITE 208 AREA FUTURE REVISIONS AND RECORD OF ISSUE BY CHK APP FLM BTS #2 I I I No. zAWG GROUND TO , CORNER FENCE POST (TYP 4 PLCS) IA D I GENERAL NOTES I. PROVIDE NO. 2 AWG GROUND FROM EACH PRESENT AND EACH FUTURE RFFE TO THE GROUNDING GRID. 2. APPROXIMATE RUNS OF COAX CABLE FROM RFFE TO ANTENNA ARE 210' FOR SECTOR 1, 200' FOR SECTOR 2. 180' FOR SECTOR 3. 3. CENTERLINE ANTENNA ELEVATION ABOVE GRADE IS 88-0 ", ANTENNAS TO BE ORIENTATED AT 39. 150'. AND 270' FROM TRUE NORTH. ENCE 5/8' x 10' -0' GROUND ROD ® 10' -0' O.C. (MAXIMUM) (TYP) AWG F OEpT Y7. K. /T�a;,` NO. 2 GROUND TO MINI -PPC s .,a - COMPOUND GROUNDING PLAN I SECTION OF TOWER AND COMPOUND FACING WEST _ IlGlsrtrsfll ; f PROfCSSICNAI °; = SCALE: 1/4' =1' -0" SEE DWG MSC208AI ECF,RAIR 24526 ;' g lE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY NE OR UNDER MY DIRECT SUPER- BLACK p� VEATCH LK ® SECTIONS, AND DETAILS SPRINT SPECTRUM PROJECT 28660 ORAAING NUNBER I MSC208A2 REV 2 FOR Z ONING �N d VISION ANO THAT I AM A DULY REGISTERED PRO- FESSIOHAL ENGINEER UNDER THE LAWS OF THE PLANS, I, .,P WV STATE OF MINNESOTA. ROBERT W. WILSON ENGINEER DRAWN RUM KF SHOREWOOD WATER TOWER CODE MS03XC208V1 4C PERMIT LL WY LWY SIGNED DATE 06/19/96 REG N0. 24586 CHECKED RAW DATE 06/19/96 MINNEAPOLIS MTA SITE 208 AREA REVISIONS AND RECORD OF ISSUE BY CHK APP FLM GENERAL NOTES I. PROVIDE NO. 2 AWG GROUND FROM EACH PRESENT AND EACH FUTURE RFFE TO THE GROUNDING GRID. 2. APPROXIMATE RUNS OF COAX CABLE FROM RFFE TO ANTENNA ARE 210' FOR SECTOR 1, 200' FOR SECTOR 2. 180' FOR SECTOR 3. 3. CENTERLINE ANTENNA ELEVATION ABOVE GRADE IS 88-0 ", ANTENNAS TO BE ORIENTATED AT 39. 150'. AND 270' FROM TRUE NORTH. ENCE A I t 2 UTILITY POWER SUPPLY 120/240 VOLT, 1 PH., 60 HZ., 200 AMP 3 #3/0, 1 #2C IN 2" CONDUIT f S 2 CU NOTE 7) METER BASE KWM (SEE NOTE 5) 3 13/0, 1 #2G IN 2" CONDUIT MINI-PPC ELECTRICAL . TELCO _r CHAMBER CHAMBER 4 POWER METER (SEE NOTE 5) 2' FLEXIBLE CONDUIT TO BTS #2 WIRE MANAGEMENT SECTION, INSTALL PULL ROPE AND CAP ENDS 2' FLEXIBLE CONDUIT TO BTS 191 WIRE MANAGEMENT SECTION 3 #2, 1 #BG. (SEE NOTE 6) 12" CABLE TRAY FOR RFFE UNITS (B -LINE 26AO9 -12- 144) - -� I--- 2' PVC CONDUIT TO UTILITY POINT OF DEMARCATION (THROUGH MINI -PPC TO METER PANEL) (SEE NOTE 8) 18' CABLE TRAY TEE REDUCER FOR CONDUIT FROM STS (B -LINE 26AO9 -12 -18 -HT 12) - #2. 1 #BC N Y CONDUIT I (SEE NOTE 6)- ) BTS #1 C BELDEN #9315 OR EQUAL 15 PR. TIT, SH, CABLE IN 2' CONDUIT (SEE NOTE 6) ONE -LINE DIAGRAM D 2' CONDUIT FOR ELECTRICAL POWER & TELEPHONE - - MINI-PPC END OF FLEXIBLE IIIIIIIIIIIIIIII 1111 CONDUIT I I 11111111 t II II II I III I FEMALE COUPLING Iy 4 SE COVER CONDUIT COR 11111111 t E DWG St. VE 3 PLCS) OZ /GEDNEY nnnu 181 40 - 20OFM I lill II I 1111 BTS PLATFORM GRATING ELECTRICAL III I TELCO ER CHAMB CHAMBER 2' FLEXIBLE CONDUIT TO BTS 12 WIRE MANAGEMENT SECTION, INSTALL PULL ROPE AND CAP ENOS 2' FLEXIBLE CONDUIT TO BTS #1 WIRE MANAGEMENT SECTION TELCO CADLES AS REQUIRED (SEE NOTE 6) M II I I I 11 l y + 1 d 0aLLLLLL BTS PLATFORM 1 Y 1 Y GRATING 1 tl 1 tl 4" CONDUIT TO TELCO POINT OF DEMARCATION, (SEE NOTE 8) SPARE 4" CONDUIT TO TELCO POINT OF DEMARCATION, (SEE NOTE 8) INSTALL PULL CORD AND CAP END. FRONT ELEVATION VIEW SCALE: -SEE NOTE 9 ELECTRICAL TELCO CHAMBER CHAMBER PLAN VIEW SCALE: ELECTRICAL CHAMBER (NS) TELCO CHAMBER (FS) WATER TOWER LEG OR PEDESTAL C D I E .o o F n U J la �VI VI ° <o =o N ID u$� D - SPARE 4' PVC CONDUIT 2' FLEXIBLE UNDERGROUND TO I I I I CONDUIT TELCO POINT OF 11111111 \` 11411 \� I I FUTURE 1 I STRAIGHT LIOUIDTICHT DEMARCATION, INSTALL BTS #2 PULL CORO. 4 PVC CONDUIT GEDNEY 40 -20OTG \\ WITH 1 BELDEN #9319 B Y CONDUIT W /PULL ROPE (TYP)(BY OTHERS) UNDERGR INSTALLED TO NEAREST TELCO pINT OF CCNVENIENT LOCATION 1 SET OF (31 t' DEMARCATION FOR FUTURE BTS #2 SEAL END OF CONDUIT FROM POWER CARS IN r WATER PENETRATION I I TS #2 1 F UT U RE BTS #1 L-- -- - � 4 POWER METER (SEE NOTE 5) 2' FLEXIBLE CONDUIT TO BTS #2 WIRE MANAGEMENT SECTION, INSTALL PULL ROPE AND CAP ENDS 2' FLEXIBLE CONDUIT TO BTS 191 WIRE MANAGEMENT SECTION 3 #2, 1 #BG. (SEE NOTE 6) 12" CABLE TRAY FOR RFFE UNITS (B -LINE 26AO9 -12- 144) - -� I--- 2' PVC CONDUIT TO UTILITY POINT OF DEMARCATION (THROUGH MINI -PPC TO METER PANEL) (SEE NOTE 8) 18' CABLE TRAY TEE REDUCER FOR CONDUIT FROM STS (B -LINE 26AO9 -12 -18 -HT 12) - #2. 1 #BC N Y CONDUIT I (SEE NOTE 6)- ) BTS #1 C BELDEN #9315 OR EQUAL 15 PR. TIT, SH, CABLE IN 2' CONDUIT (SEE NOTE 6) ONE -LINE DIAGRAM D 2' CONDUIT FOR ELECTRICAL POWER & TELEPHONE - - MINI-PPC END OF FLEXIBLE IIIIIIIIIIIIIIII 1111 CONDUIT I I 11111111 t II II II I III I FEMALE COUPLING Iy 4 SE COVER CONDUIT COR 11111111 t E DWG St. VE 3 PLCS) OZ /GEDNEY nnnu 181 40 - 20OFM I lill II I 1111 BTS PLATFORM GRATING ELECTRICAL III I TELCO ER CHAMB CHAMBER 2' FLEXIBLE CONDUIT TO BTS 12 WIRE MANAGEMENT SECTION, INSTALL PULL ROPE AND CAP ENOS 2' FLEXIBLE CONDUIT TO BTS #1 WIRE MANAGEMENT SECTION TELCO CADLES AS REQUIRED (SEE NOTE 6) M II I I I 11 l y + 1 d 0aLLLLLL BTS PLATFORM 1 Y 1 Y GRATING 1 tl 1 tl 4" CONDUIT TO TELCO POINT OF DEMARCATION, (SEE NOTE 8) SPARE 4" CONDUIT TO TELCO POINT OF DEMARCATION, (SEE NOTE 8) INSTALL PULL CORD AND CAP END. FRONT ELEVATION VIEW SCALE: -SEE NOTE 9 ELECTRICAL TELCO CHAMBER CHAMBER PLAN VIEW SCALE: ELECTRICAL CHAMBER (NS) TELCO CHAMBER (FS) WATER TOWER LEG OR PEDESTAL C D I E .o o F n U J la �VI VI ° <o =o N ID u$� D - POWER METER /IS 96 GENERAL REVISIONS FOR ZONING FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE Of MINNESOTA. WEER DRAWN /02 96 ISSUED FOR ZONING Lh P YJ ENG SIGNED R08ERT W. WILSON GPR KEN /O6 96 ISSUED FOR BUILDING PERMIT P 1YV l DATE 06/06/96 REG NO. 24585 CHCCKED RVIW DATE 06/06/96 DATE REVISIONS AND RECORD OF ISSUE BY CHII APF FLIJ 0 CAY BL TRA 1 111 t � „a 0 y SIDE ELEVATION VIEW _ e�xED TYPICAL RISER DETAIL PRorm100AL I £ SCALE: 118 " =1' -0” '. FHCINCER € MINI -PPC CONDUIT ENTRY DETAILS : +566 SCALE: 3/4" ° bm r FOF h11tl1 :E °•° 1 NEREEW CERTIFY THAT THIS DOCUMENT WAS UNER MY DIRECT VISION AND THAT II AM A D DULY REGSIEREDIPRO ® BLACK & VEATCH TRANSITION TO RCS :ONDUIT ABOVE GRADE F EXTENSIVE REVISIONS SEE PREVIOUS ISSUE SPRINT SPECTRUM PROJECT DRAWING NVM9ER REV ELECTRICAL DETAILS 28660 MSC20SE1 2 C SHOREWOOD WATER TOWER MS03XC208V1 MINNEAPOLIS MTA SITE 208 NOTES: 1. THIS DRAWING IS FOR A SITE WITH A MINI -PPC REQUIRING NO TOWER LIGHTS AND NO GENERATOR. SEE REFERENCE SET OF DRAWINGS FOR OTHER OPTIONS. 2. CONTRACTOR MAY NEED TO MODIFY KNOCKOUT HOLES IN THE MINI -PPC TO ACCOMMODATE THE REQUIRED CONDUIT SIZES. 3. THE MINI -PPC IS SHIPPED IN 2 SECTIONS TO BE BOLTED TOGETHER ON SITE. FIELD SHALL REMOVE METAL MOUNT ON BACK OF MINI -PPC TO ALLOW FOR MOUNTING KIWI -PPC ON C- CHANNEL FRAME AND MOUNT METER PANEL ON S10E AS SHOWN. THE COMBINED WEIGHT IS APPROX. 300 IDs. 4. SURGE PROTECTION IN THE TELCO CHAMBER IS REQUIRED ON A ALL SITES WITH EXTERNAL ALARM POINT MONITORING. NORTHERN TECHNOLOGIES, INC. DLP -43 DATA LINE PROTECTOR SHALL BE USED. 5. CONTRACTOR SHALL COORDINATE METER SOCKET LOCATION AND TYPE WITH THE LOCAL POWER COMPANY. 6. SITE. INS WIREWEROSOFROM GTS 6IOISTURE INFILTRATION. LEAVE ENOUGH WIRE TO TERMINATE AT BTS PANEL, (MINIMUM OF 10 FEET). 7. COPPER GROUND VWIRE SHALL BE BCNCED TO THE NEW SITE GROUNDING SYSTEM. 8, UNDERGROUND CONCUIIS SHALL TRANSITICN FROM PVC TO RIGID AT THE TOP OF THE SWEEP AND REMAIN RIGID TO THE PANELS. CONDUIT RUNS ON THE PLATFORM CAN EITHER TRANSITION FROM FLEX16LE CONDUIT TO RIGID AS SHOWN IN THE STS CONDUIT ENTRY g DETAIL OR REMAIN FLEXIBLE CONDUIT AS SHOWN IN THE FRONT ELEVATION VIEW. 9. SEE STRUCTURAL DRAWINGS FOR DETAILS OF THE LOCATION OF THE MINI -PPC. 10. EXTEND CONDUIT, AS NEEDED, FOR TANK EXTERIOR OR INTERIOR CABLE ROUTING. SEE OWG DI AND 02 FOR DETAILS. 2' FLEXIBLE 11 IIIII111 11 \` I I I I CONDUIT 11111111 \` 11411 \� I I FUTURE 1 I STRAIGHT LIOUIDTICHT BTS #2 CONNECTORS OZ/ GEDNEY 40 -20OTG \\ I I (TYP)(BY OTHERS) ma y-------- - 1 SET OF (31 t' POWER CARS IN 2 1 2' F EXIBLE CO DUI rBY OTHERS) BTS #1 3 SETS OF (4) CABLES 1/2' COAX IN 2' FLEXIBLE C ONDUIT (BY OTHERS) BTS CONDUIT ENTRY DETAIL SCALE: 1/4"-l'-O' POWER METER /IS 96 GENERAL REVISIONS FOR ZONING FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE Of MINNESOTA. WEER DRAWN /02 96 ISSUED FOR ZONING Lh P YJ ENG SIGNED R08ERT W. WILSON GPR KEN /O6 96 ISSUED FOR BUILDING PERMIT P 1YV l DATE 06/06/96 REG NO. 24585 CHCCKED RVIW DATE 06/06/96 DATE REVISIONS AND RECORD OF ISSUE BY CHII APF FLIJ 0 CAY BL TRA 1 111 t � „a 0 y SIDE ELEVATION VIEW _ e�xED TYPICAL RISER DETAIL PRorm100AL I £ SCALE: 118 " =1' -0” '. FHCINCER € MINI -PPC CONDUIT ENTRY DETAILS : +566 SCALE: 3/4" ° bm r FOF h11tl1 :E °•° 1 NEREEW CERTIFY THAT THIS DOCUMENT WAS UNER MY DIRECT VISION AND THAT II AM A D DULY REGSIEREDIPRO ® BLACK & VEATCH TRANSITION TO RCS :ONDUIT ABOVE GRADE F EXTENSIVE REVISIONS SEE PREVIOUS ISSUE SPRINT SPECTRUM PROJECT DRAWING NVM9ER REV ELECTRICAL DETAILS 28660 MSC20SE1 2 C SHOREWOOD WATER TOWER MS03XC208V1 MINNEAPOLIS MTA SITE 208 NOTES: 1. THIS DRAWING IS FOR A SITE WITH A MINI -PPC REQUIRING NO TOWER LIGHTS AND NO GENERATOR. SEE REFERENCE SET OF DRAWINGS FOR OTHER OPTIONS. 2. CONTRACTOR MAY NEED TO MODIFY KNOCKOUT HOLES IN THE MINI -PPC TO ACCOMMODATE THE REQUIRED CONDUIT SIZES. 3. THE MINI -PPC IS SHIPPED IN 2 SECTIONS TO BE BOLTED TOGETHER ON SITE. FIELD SHALL REMOVE METAL MOUNT ON BACK OF MINI -PPC TO ALLOW FOR MOUNTING KIWI -PPC ON C- CHANNEL FRAME AND MOUNT METER PANEL ON S10E AS SHOWN. THE COMBINED WEIGHT IS APPROX. 300 IDs. 4. SURGE PROTECTION IN THE TELCO CHAMBER IS REQUIRED ON A ALL SITES WITH EXTERNAL ALARM POINT MONITORING. NORTHERN TECHNOLOGIES, INC. DLP -43 DATA LINE PROTECTOR SHALL BE USED. 5. CONTRACTOR SHALL COORDINATE METER SOCKET LOCATION AND TYPE WITH THE LOCAL POWER COMPANY. 6. SITE. INS WIREWEROSOFROM GTS 6IOISTURE INFILTRATION. LEAVE ENOUGH WIRE TO TERMINATE AT BTS PANEL, (MINIMUM OF 10 FEET). 7. COPPER GROUND VWIRE SHALL BE BCNCED TO THE NEW SITE GROUNDING SYSTEM. 8, UNDERGROUND CONCUIIS SHALL TRANSITICN FROM PVC TO RIGID AT THE TOP OF THE SWEEP AND REMAIN RIGID TO THE PANELS. CONDUIT RUNS ON THE PLATFORM CAN EITHER TRANSITION FROM FLEX16LE CONDUIT TO RIGID AS SHOWN IN THE STS CONDUIT ENTRY g DETAIL OR REMAIN FLEXIBLE CONDUIT AS SHOWN IN THE FRONT ELEVATION VIEW. 9. SEE STRUCTURAL DRAWINGS FOR DETAILS OF THE LOCATION OF THE MINI -PPC. 10. EXTEND CONDUIT, AS NEEDED, FOR TANK EXTERIOR OR INTERIOR CABLE ROUTING. SEE OWG DI AND 02 FOR DETAILS. FUTURE RFFE A 1 I I SPACE FOR PROPANE TANK (SEE NOTE 7) I -- - - - - -J WALL MOUNTED MINI -PPC B CABLE TRAY FOR RFFE UNITS s 51 GENERATOR SLAB (SEE NOTE 7) 0 E n l O 1 F uW IQ �U N O� <0. O 2�� N to W �\ O O m g�\ mom Inn11 II JI -1 1 J - I II JI �i 1 I I I J SECTION 7 SCALE: I/2 SEE DWG S2 III 2 3 I FUTURE I / I BTS #2 r I - - -� - -J LL - -J CABLE TRAY TEE REDUCER 4 5 6 ' 1 - 1 - 2-2' 2'_2- 1•_1•. I TYP I TYP 1 V - -- --- I '' 1 � 4 4" [ 'T I 3" LADDER STS ( 1 EQUIPMENT LAYOUT PLAN SCALE: 1/2 " =1' -0" HOLES PLCS FOR TYP 4 .307 (TYP) BTS M GRATING o A325 BOLTS L2X2X3/16 SECTION 1 SCALE: 1 /2" =1' -0" SEE OWG S1 1 SECTION 2 SCALE: 1 /2" =1' -0" SEE DWG S1 C6x10.5 I N 7 HOLE PATTERN TYP 6 PLCS 9/16% HOLES TYP 24 PLCS FOR 3/8 "m A307 BOLTS C6X10.5 (TYP) TOP OF STS PLATFORM GRATING 2- 3/4 "0 A325 BOLTS SEE NOTE 4 . - Y DEEP AGGREGATE SURFACING OVER GEOTExTILE 3/4" CHAMFER WWF 6X6XV18 3HCKFILL -"- � 2 3' -0" X 5' -0' GENERATOR SLAB (RS REQ'O) (CONDUIT TO GENERATOR AND GROUND CONNECTION TO GROUND GRID REQUIRED) SECTION 4 SCALE: 1/2 " -1-0" SEE THIS DWG 3/4" -Ii_ -- CL PLATE (TYP) SECTION 8 SCALE: 3/4 " =1' -0' SEE THIS DWG /06/ ISSUED FOR BUILDING PERMIT DATE R AND RECORD OF ISSUE I I I I � I I I 1 I I � I I I DETAIL 5 SCALE: 1 1 /2" =1' -0" SEE THIS DWG A G I 2 I 1 /2X 1 /4 PL 3/16 (GALV) - 112"o A325 BOLTS, 2� MAX SPACING I C6x10.5 L1 1/2 X1- 1/2X,/4 (TYP 3 PLCS) SECTION 3 SCALE: 1/2 " =1-0" SEE THIS DWG n 11/16 "0 HOLE FOR 1/2"0 A325 P L 1/4X2X0' -4" BOLT (TYP 4 PLCS) PL 1/2X6XO'10" 3/ (TYP 2 PLCS) I �C/2 - 0 z -- ��TMp A325 BOLT DETAIL 6 SCALE: 3" =1' -0" SEE THIS DWG A B C D STRUCTURAL NOTES: 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36. UNLESS NOTED OTHERWISE. CONNECTIONS SHALL BE BOLTED USING 3/4" DIAMETER MECHANICALLY GALVANIZED, ASTM A325 BOLTS. WELDS SHALL CONFORM TO AWS D.I.I. PREQUAUFIED WELDS. - 2. ALL STEEL SHAPES SHALL BE FABRICATED AND THEN HOT DIP GALVANIZED. 3. FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH RISC "MANUAL OF STEEL CONSTRUCTION 7 NINTH EDITION. E 4. STEEL FABRICATOR SHALL DRILL HOLES FOR FUTURE RFFE ICE BRIDGE IN SIMILAR LOCATION. 5. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. . 6. CONCRETE REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. 7. GENERATOR AND PROPANE TANK REQUIRED ONLY AT NEW SITES REQUIRING FAA LIGHTING. FIELD SHALL LOCATE GENERATOR WITH SLAB AND PROPANE TANK. F SPRINT SPECTRUM . STRUCTURAL DETAILS SHOREWOOD WATER TOWER MINNEAPOLIS MTA SITE 208 Emil 1 PROJECT ORAWWG NUMBER I RE/ 28660 MSC208S1 2 CODE AREA MS03XC208V 1 f DEEP X 3/16 WIDE BANDING WELDED TO BEARING BARS (TYP) 3/16 TYP O SPAN I TYP EVERY cJ 1/8 1 FOURTH BAR GRATING SHALL BE I" DEEP. 2'-0" WIDE X 2' -10" LONG. RECTANGULAR WELDED BAR GRATING WITH 3116" WIDE BEARING BARS FABRICATED IN ACCORDANCE WITH NAAMM. GALVANIZE AFTER FABRICATION. 8 SI w i, R�`�' TYPICAL CONDUIT cGI STCRFO '; } COVER PLAN SCALE: 1 _ -1' - a PROfESSiONAL € (3 REO'D) { mcwE[n SEE DWG S2 FOF MIN•IL',a 1 HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPER- BLACK & VEATCH VISION AND THAT I AM A DULY REGISTERED PR;_ FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGINEER DRA'AN SIGNED ROBERT W. WILSON RUM I NEH DATE 06/06/96 REG NO. 2566 CHECKED RWW DATE 06/06/96 A G I 2 I 1 /2X 1 /4 PL 3/16 (GALV) - 112"o A325 BOLTS, 2� MAX SPACING I C6x10.5 L1 1/2 X1- 1/2X,/4 (TYP 3 PLCS) SECTION 3 SCALE: 1/2 " =1-0" SEE THIS DWG n 11/16 "0 HOLE FOR 1/2"0 A325 P L 1/4X2X0' -4" BOLT (TYP 4 PLCS) PL 1/2X6XO'10" 3/ (TYP 2 PLCS) I �C/2 - 0 z -- ��TMp A325 BOLT DETAIL 6 SCALE: 3" =1' -0" SEE THIS DWG A B C D STRUCTURAL NOTES: 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36. UNLESS NOTED OTHERWISE. CONNECTIONS SHALL BE BOLTED USING 3/4" DIAMETER MECHANICALLY GALVANIZED, ASTM A325 BOLTS. WELDS SHALL CONFORM TO AWS D.I.I. PREQUAUFIED WELDS. - 2. ALL STEEL SHAPES SHALL BE FABRICATED AND THEN HOT DIP GALVANIZED. 3. FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH RISC "MANUAL OF STEEL CONSTRUCTION 7 NINTH EDITION. E 4. STEEL FABRICATOR SHALL DRILL HOLES FOR FUTURE RFFE ICE BRIDGE IN SIMILAR LOCATION. 5. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. . 6. CONCRETE REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. 7. GENERATOR AND PROPANE TANK REQUIRED ONLY AT NEW SITES REQUIRING FAA LIGHTING. FIELD SHALL LOCATE GENERATOR WITH SLAB AND PROPANE TANK. F SPRINT SPECTRUM . STRUCTURAL DETAILS SHOREWOOD WATER TOWER MINNEAPOLIS MTA SITE 208 Emil 1 PROJECT ORAWWG NUMBER I RE/ 28660 MSC208S1 2 CODE AREA MS03XC208V 1 1 2 3 4 5 — 19' -6 (LIMITS OF GRATING) - - 14 - 10" 2•-4" FINISH GRADE MIN PIER EMBED BELOW GRADE =7'-0" SEC I IUN 1 SCALE: 1/2 SEE THIS DWG 3 SIDES 3/4 - 0 GALV BOLTS L3 1/2x3 1/2x3/8 (TYP) (TYP)'_'_� ♦' L4x4x3/8 '�• 3/4 '0 HILTI C -100 EPDXY ANCHORS (TYP 4 PLCS) a 11' GROUT 52 (TYP) - -� PL3 /4 %10x0' -10" AGGREGATE NG OVER 1LE L1 7 :ULAR 6" (TYP) VERTICALS Eo SPCS (TYP) -ORT 2" 6" AND SI) PL w 0 6" 116" 0 HOLE FOR 3/4 0 A.B. (TYP 4 PLCS) O SECTION 8 SCALE: 1 1 /2' =1'-0" SEE THIS DWG C' 1 1/ 1 3/8" 1 3/8" - -7� CL 3/4'x2" SLOTTED HOLES FOR 1/2 "0 BOLTS I I 0 c C u 2 St C6xt0.5 CL PIER (TYP 4 PLCS) 1' -9" 1­9 1 7/8 AL PLATFORM a 3/8" CL PIER CL PIER 2 CL Of LADDER I 52 (SEE NOTE 7) 6-5" L- C803.75 BRACKET (TYP 4 PLCS) 52 DRILLED PIE AND STEEL FRAME PLAN R i/ y ixi i�z SECTION 3 (GALV) SCALE: 1 1 /Y 1' -D SEE THIS DWG u O ~ n N =oo N K, W �\ U ° A7 J _ Q\ v_a -ao BENTPL 3/8x6 I (GALV) O ^ 1 I I II rn I TYP 3/1 ° z 1 0 RUNGS (GALV) _ � � --GRAD E f NOTE: LADDER WIDTH SHALL BE 1' -8". FLARE RAILS TO 2' -6" WIDE ABOVE GRATING. CLEARANCES SHALL BE PER OSHA REGULATIONS. SECTION 2 SCALE: i' =1' -0" SEE THIS OwG SECTION 5 SCALE: i 1 /2" - 1' -0" SEE THIS OWG L` 1-J/o 3/4'0 GALV BOLTS (TYP) 1/2x3/8 SECTION 4 SCALE: 1 1/2"-1'-0 SEE THIS DWG ,�— L4x4x3 /8 —� I 33/4 "0 HILTI C -100 EPDXY ANCHORS (TYP 4 PLCS) a _ 1" GROUT S2 (TYP) - PL3 /4x10xO' -10" /06/961 ISSUED FOR BUILDING PERMIT DATE R AN RECORD OF ISSUE SECTION 6 SCALE: 1 1/2- 1' -0" SEE THIS DWG 1/2x3 1/2x3/8 4 PLCS) A 0 SCALE: STRUCTURAL NOTES: 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36. UNLESS NOTED OTHERWISE. CONNECTIONS SHALL BE BOLTED USING 3 /4' DIAMETER MECHANICALLY GALVANIZED. ASTM A325 BOLTS, UNLESS ttP NOTED OTHERWISE WELDS SHALL CONFORM TO AWS D.1.1, PREQUALIFIED WELDS. ' 2. ALL STEEL SHAPES SHALL BE FABRICATED AND THEN HOT DIP GALVANIZED. E 3, GRATING SHALL BE 1" DEEP x 2' -0" WIDE MINIMUM x 19 -6 LONG U.N.O. RECTANGULAR WELDED BAR GRATING WITH 3/16' WIDE BEARING BARS FABRICATED IN ACCORDANCE WITH NAAMM, GALVANIZED. GRATING CLIPS SHALL BE PROVIDED BY STEEL FABRICATOR. PCL 4. REFER TO DWG At FOR STEEL FRAME LOCATION AND ORIENTATION. rA L 5. ELEVATION OF PLATFORM WILL BE SITE SPECIFIC. HOWEVER, IN NO CASE SL THE DISTANCE BETWEEN TOP OF GRATING AND TOP OF GRADE EXCEED 4' -C". PIER 6. ALL TRAY AND CONDUIT LOCATED ABOVE GRADE ACROSS A WALKING SURFACE SHALL BE MARKED WITH BLACK AND YELLOW HAZARD TAPE. 7. LADDER SHALL BE INSTALLED ONLY FOR LEASE SITES 25'x30' OR LARGER. S. FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" NINTH EDITION. F 9. DIMENSION WILL VARY DEPENDING ON ELEVATION OF THE BTS PLATFORM. FIELD VERIFY. 10. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST REVISION OF ACI 318. HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 's rR ENGINEER AL DETAIL 7 AND CONCRETE REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. `• 2x586 SCALE: 1 1/2 " =1' -0" 11. FIELD SHALL CUT GRATING TO PROVIDE 1/2" CLEAR OPENING AROUND �9j "•• 'SO�p.,"' SEE THIS DWG EACH CONDUIT FROM BOTTOM OF EOUIPMENT. CUT A MAXIMUM OF FOUR oaMi,I BEARING BARS PER PENETRATION. nµnnnnuwww °' � PROJECT DRA'xn+G NUMBER REV I HEREBY CERTIFY THAT THIS DOCUMENT WAS SPRINT SPECTRUM PREPARED T ME OR UNDER Mr DIRECT SUPER- 28660 MSC208S2 2 ® BLACK & VEATCH STRUCTURAL DETAILS VIS ONA L ENGINEER UNDER THE G LAWS R OF THE STATE OF MINNESOTA, DRAWN CODE ENGINEER SIGNED ROBERT W. WILSON RLM KEN+ SHOREWOOD WATER TOWER MS03XC208V1 DATE 06/06/96 REG NO. 24586 CHECxEO RWW DATE 06/06/96 MINNEAPOLIS MTA SITE 208 AREA I it II n n TYP 2 L - - - -J PLCS 52 rn •'1 ` N U O U V O V 3/4'�2' SLOT 1 0 m �+ FCR 6T5 LICS) .1 I ri 0 / (TYP 16 PLCS) U U � O 4 TYP 52 I n o u — 0 0 0 b SIM 4 52 j h " r - b 1 CONDUIT COVER (SEE DWG SI) U U U U 1n I n I } TYP 2 52 PLCS CIDx15.3 - b 5 TYP _ VW7 �� S2 - CL PIER 2 CL Of LADDER I 52 (SEE NOTE 7) 6-5" L- C803.75 BRACKET (TYP 4 PLCS) 52 DRILLED PIE AND STEEL FRAME PLAN R i/ y ixi i�z SECTION 3 (GALV) SCALE: 1 1 /Y 1' -D SEE THIS DWG u O ~ n N =oo N K, W �\ U ° A7 J _ Q\ v_a -ao BENTPL 3/8x6 I (GALV) O ^ 1 I I II rn I TYP 3/1 ° z 1 0 RUNGS (GALV) _ � � --GRAD E f NOTE: LADDER WIDTH SHALL BE 1' -8". FLARE RAILS TO 2' -6" WIDE ABOVE GRATING. CLEARANCES SHALL BE PER OSHA REGULATIONS. SECTION 2 SCALE: i' =1' -0" SEE THIS OwG SECTION 5 SCALE: i 1 /2" - 1' -0" SEE THIS OWG L` 1-J/o 3/4'0 GALV BOLTS (TYP) 1/2x3/8 SECTION 4 SCALE: 1 1/2"-1'-0 SEE THIS DWG ,�— L4x4x3 /8 —� I 33/4 "0 HILTI C -100 EPDXY ANCHORS (TYP 4 PLCS) a _ 1" GROUT S2 (TYP) - PL3 /4x10xO' -10" /06/961 ISSUED FOR BUILDING PERMIT DATE R AN RECORD OF ISSUE SECTION 6 SCALE: 1 1/2- 1' -0" SEE THIS DWG 1/2x3 1/2x3/8 4 PLCS) A 0 SCALE: STRUCTURAL NOTES: 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36. UNLESS NOTED OTHERWISE. CONNECTIONS SHALL BE BOLTED USING 3 /4' DIAMETER MECHANICALLY GALVANIZED. ASTM A325 BOLTS, UNLESS ttP NOTED OTHERWISE WELDS SHALL CONFORM TO AWS D.1.1, PREQUALIFIED WELDS. ' 2. ALL STEEL SHAPES SHALL BE FABRICATED AND THEN HOT DIP GALVANIZED. E 3, GRATING SHALL BE 1" DEEP x 2' -0" WIDE MINIMUM x 19 -6 LONG U.N.O. RECTANGULAR WELDED BAR GRATING WITH 3/16' WIDE BEARING BARS FABRICATED IN ACCORDANCE WITH NAAMM, GALVANIZED. GRATING CLIPS SHALL BE PROVIDED BY STEEL FABRICATOR. PCL 4. REFER TO DWG At FOR STEEL FRAME LOCATION AND ORIENTATION. rA L 5. ELEVATION OF PLATFORM WILL BE SITE SPECIFIC. HOWEVER, IN NO CASE SL THE DISTANCE BETWEEN TOP OF GRATING AND TOP OF GRADE EXCEED 4' -C". PIER 6. ALL TRAY AND CONDUIT LOCATED ABOVE GRADE ACROSS A WALKING SURFACE SHALL BE MARKED WITH BLACK AND YELLOW HAZARD TAPE. 7. LADDER SHALL BE INSTALLED ONLY FOR LEASE SITES 25'x30' OR LARGER. S. FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" NINTH EDITION. F 9. DIMENSION WILL VARY DEPENDING ON ELEVATION OF THE BTS PLATFORM. FIELD VERIFY. 10. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST REVISION OF ACI 318. HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 's rR ENGINEER AL DETAIL 7 AND CONCRETE REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. `• 2x586 SCALE: 1 1/2 " =1' -0" 11. FIELD SHALL CUT GRATING TO PROVIDE 1/2" CLEAR OPENING AROUND �9j "•• 'SO�p.,"' SEE THIS DWG EACH CONDUIT FROM BOTTOM OF EOUIPMENT. CUT A MAXIMUM OF FOUR oaMi,I BEARING BARS PER PENETRATION. nµnnnnuwww °' � PROJECT DRA'xn+G NUMBER REV I HEREBY CERTIFY THAT THIS DOCUMENT WAS SPRINT SPECTRUM PREPARED T ME OR UNDER Mr DIRECT SUPER- 28660 MSC208S2 2 ® BLACK & VEATCH STRUCTURAL DETAILS VIS ONA L ENGINEER UNDER THE G LAWS R OF THE STATE OF MINNESOTA, DRAWN CODE ENGINEER SIGNED ROBERT W. WILSON RLM KEN+ SHOREWOOD WATER TOWER MS03XC208V1 DATE 06/06/96 REG NO. 24586 CHECxEO RWW DATE 06/06/96 MINNEAPOLIS MTA SITE 208 AREA 0 1996 Westwood Professional Services, Inc. A l 7 V All fA � I vVIVIL.L -1 \ \ S 89 W VL:LJIVI IVIV \ 200.01 ! _ - north find of Ina south 200 00 leer of Lot 34. AUDI TORS SuaOmyON NO. Ill I rap nut n _---------- 7p--- J-- 2co.00 - -- - -r -7-- - -- -- _.-- I r I rn WAT ER ORO `^ COuR \ ,r \ I N . I C) \ abn \ o I 1 r .J - \ to I t I I i io v I 1, ro. v xe N S 8 S I It Lea sd Premiasa - 1 ` ut S S ° 479 I \ \ \ gS.. 5704`WIG' �\ st . \ o: - - N 89 0 1735' E �� 200.01 // I / I -in me or lot 34. - " AUDITORS SUBDIVISION Na 141 southeost toner of Lot 34-- - and th. .Ruth line of the SE - AUOITORS SUBDI14- NO. 141 I 1 114 of the SW 114. and the - th-at awndr of the Sou Moost C.-I., of the . Southwest LLoter of Ssc.. I BD 25, T. 117, R. 2.L . /,\ r A- AF - Tr - ) \/ n F Tf. I f .. L) _ . L _ Q PROPERTY DESCRIPTION The South 200.00 feel of the East 100.00 feet of Lot J4, AUDITORS SUBDIVISION NUMBER 141, Hennepin County, Minnesota. LEASED PREMISES LEGAL DESCRIPTON That part of the South 200.00 feet of the East 200.00 feet of Lot J4, AUDirOR'S SU801N5/0fl NUMBER 141, Hennepin County Minnesota, described as follows: Commencing at the southeast corner of said Lot 34; thence North 00 degrees 15 minutes 22 seconds West assumed becrOg along the east line of said Lot J4, a distance of 20.09 feet thence northerly along a non - tangential curve, concave to the northeast, having a central angle of 97 degrees 00 minutes 10 seconds and a radius of 47.75 feet, for on arc distance of 80.84 feet, the chord of said curve bears North 38 degrees 13 minutes 32 seconds West; thence northerly westerly oral southerly, along a tangential reverse curve, having a central angle of 200 degrees 19 minutes 29 seconds and a radius of 28.00 feet, for on arc distunce of 97.90 feet; thence South 10 degrees 02 minutes 56 seconds East, tangent to said reverse curve o distance of 22.10 feet; thence North 79 degrees 57 minutes 04 seconds East, a distance of 10.00 feet to the point of beginning of the leased premises site; thence South 10 degrees 02 minutes 56 seconds fast, o distance of 20.00 feet' thence South 79 degrees 57 minutes 04 seconds West, a distance of 20.00 feet; thence North 10 degrees 02 minutes 56 seconds West, a distance of 20.00 feet: thence North 79 degrees 57 minutes 04 seconds East, a distance of 20.00 feet to the point of beginning. Containing 400.00 square feet Together with a 20.00 foot easement for ingress and egress purposes over and across that port of said South 200.00 feet of the East 200.00 feet of Lot 34, the centerline of which is described as follows: Commencing at the southeast corner of said Lot 34; thence North 00 degrees 15 minutes 21 seconds West, assumed bearing along the east line of said Lot 34, a distance of 20.09 feel to the point of beginning of the centerline to be described; thence northerly along a non- tongent;al curve, concave to the northeast, having o central ongle of 97 degrees 00 minutes 10 seconds and o radius of 47.75 feet, for an arc distance of 80.84 feet. the chord of said curve bears North J8 degrees iJ minutes 32 seconds West; thence northerly h vin westerly and southerly, along a t reverse curve, concave to the soul ho 9 a central angle of 200 degrees 19 minutes 29 seconds and a radius of 18.00 feet, 2+r on are distance of 9790 feet; thence South 10 degrees 02 minutes 55 seconds East, tangent to said reverse curve, o distance of 21.10 feet and said centerine there terminating. The sidelines of said easement are to be prolonged or shortened to term;nate at the east fin It of said Lot J4. Subject at easements, restrictions and reservations of record Contoining 4016.8 square feet - THIS SURVEY WAS PERFORMED USING TITLE COMUITMENT FILE NO. 59- 1859C, EFFECAVE DATE ,A/LY J 1996• AT 7:00 A.M. PRONOED BY FIRST AMERICAN TITLE INSURANCE COMPANY. NOTE: UTILITIES SHOWN ARE FROM FIELD LOCATIONS AND RECORD DRAWINGS I AND FIELD VERIFIED WHERE POSSIBLE. GOPHER STATE ONE CALL (1- 800 - 252 -1166) MUST BE CONTACTED PRIOR TO ANY EXCAVATION OR DEMOLITION. UNDERGROUND TELE. AND ELEC. LOCATED PER GOPHER STATE I ONE CALL, TICKET NO. 209545. I SYMBOL LEGEND J I © Sonitoy Seer Alonhole C4 Tree (Deciduous) O Fre Hldront ® catch 8-in Tree (Ccnf /eroua) Q Telephone Box I v Sir other O Elsetrk So. Sign- BAlbaa,d © Cora N.Ier conn.te Curb At cutler [[] Electric Al.fer Fence Line t Cu Wke -a..- E. Underground $onftoy S--o' 1 V/ L_ l L_ t \ f r7 L_ . - En Underground Cora LnIt e e ... ! - -m- Ex 1Mdergrcund TN.ph -It Line - -sw- Ea. Underground Sfo^n Sear ' SETBACKS SUBJECT TO CITY ZONING REVIEW - -o+ E•• o erneoe Pa.er Lin t, - -••f- En fhdargrou wo re man G GRAPHIC SCALE Ea. Owrneod TN.phon. Lhe P Prop - to.er L «orlon e e w so t „ „ k [ tUCK 1 Y- ; V>~1tT T CH H GEOGRAPHIC COORDINATES OF EXISTING TOWER Boundary LATITUDE 44'54'22.55" + +�- Ea: Underground Power Lint, P Pfoperty B JUL 23 1995 LONGITUDE 93'32'01.15' c ate - cMr�Me ( a ) ELEVATION AT BASE OF TOWER 1009.6 AMSL C 20 9 - - - C-1- L Lh h . . l0 to r a - Y 2 .. PROPERTY AREA 40001.24 SQUARE FEET - - -- Dinen.lcn Lead« - ----- -E.Mng Lot Lin. CURRENT ZONING R -2 - Ed.- -t Lin. D N JURISDICTION CITY OF SHOREWOOD O DENOTES IRON MONUMENT SET SUBJECT PROPERTY IS LOCATED WITHIN A FLOOD DESIGNATION ZONE NOTE: Ni item° on r.gend may o ma not °. on airs. s DENOTES P.K. NAIL SET OF C, PER FLOOD INSURANCE RATE MAP NO. 270185 0015 C. DATED JULY 2. 1982. `�'yr ... p,.9 DATE 7 V eStNVOOd I � dbY ` "tl" that thus s-y r d y 6w cHCcxE° MJW MS03XC208VI - PHASE II Certificate o p x FM 7!18/98 REVISIONS mot t em o aiY ..' .t a taro wp h. 1h m. :tar w k SBA. SIIOREWOOD WATER TOWER SHEET 7/I9/➢a' sErB AtXS �,,, fiECdtO g�A .,,°•>< Survey '• imnv w.n 7 lfPRINC SPECTRUM MIIVNAAPOLI9 1 OF 1 '- Ed- we +'�• uN 5 12043 i EDINA. MINNESOTA 31TOP33WOOD, PAN ell 9]] - St 50 DATE _ R G. NO. z +591i'rt.oNc 9b05+ 1 /1/ - /AII TY AAU P 1 /1/ - /AII TY AAU P