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HomeMy WebLinkAbout2921 Orlando Dr 01-1535; MONOPOLEPERMIT ADDRESS CONTRACTOR -tW L/YULr. 1'-�awdo 6. ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS ,- PHONE NUMBER ('�G» ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMITNUMBER FEE FEE y b b SUBDIVISION v PERMIT # DATE -1 2-3 d r� PERMIT DESCRIPTION lJ� /'%Z-,0-,rLQ/�(!�ee_ PERMIT VALUATION SQUARE FOOTAGE m tL- DRAINAGE CALCULATIONS U 1 1. Nextel Sonlord South Site O 19 ,Site Char acterislics: Parent Tract Area : 15.1 acres cc0 Lease Area = 0.01 acres TRAFFIC GENERATION: 1 VISIT PER MONTH Fxi$tina Conditions: Parent Tract Area = Developed C -Factor : 0.35 Proposed Conditions: Q _j Area C -Factor Motel CA Existing Impervious 131,551 sl 0.95 124,974 Proposed Gravel 885sf 0.40 354 Proposed Impervious 300 St. 1.0 300 Greenspoco 525,QQ20sf 0.2Q 105,004 Total 657,756sf 0.351 230,632 Proposed C -Factor 0.351 Conclusion: No significant increase in runott Existing C -Factor 0.350 SUBJECT PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ® I ONE STORY . C. B. S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- � I T2W'�T-ORAIER - I I CONC. PAP I NOTE: GONC. SEED AND MULCH ALL I DISTURBED AREAS I I x I I 1 L 0 T 2 5 I -I------.-.---_ ---.-.-.---------- L 0 T .-.-2 6-_.._---------- PROPOSED NEXTEL LEASE PARCEL ----- -._--_.----,��,---I- I W/ NEW 150' MONOPOLE TOWER, CLP W/ UTILITY CABINET(62.0"H X 114.4"W X 66.0"D) 1' (SEE PLANS BY OTHERS) 4" PVC EXISTING W/ 12" ELEVATED STEEL PLATFORM TO SPAN SANITARY, Z I I I S (SEE DETAIL ON SHEET S1) I SANITARY LINE 6' HIGH CHAIN LINK SECURITY FENCE W/ BARB WIRE. I a / TO REMAIN PROPOSED COMPOUND AREA TO BE GRAVELED. Q I (SEE GRAVEL DETAIL ON SHEET C2) I I PROPOSED 4'x5'x4" I P° 9 CONC. STOOP W/ WWF TOUNP I/2" IRGYV HOD n N90'00'00"E2°' 60.00' WITH GIP `ILLEGIBLE) O X I EXISTING CONCRETE SLAB N9oroo'oo"e 28.00' jr) o ` s£r TO BE REMOVED AS REQUIRED. \ C p' o I ~ I EXISTING FENCE, GATE, I -_._-.--.---_._.-- --.------- ^� �;� p �o.o p P.O.B. I � ' LANDSCAPING AND IRRIGATION ,� `� W \ O MAIN I TO BE REMOVED AS REQUIRED. ee�����^' ~'��� o \ Po P� p �E 48.86' CONC. 1 ~` / Pa^lam`F" TELCO oo I R = 27.35' O ( / - \ oo A = 119'29'28" C I o 1 P ^ F� \ A �' r o 4 ``� �„e Service ceHP-CALEnclosure Q`O o = 119'28'5))9"�D; z / /� o s \ L = 57 03, I \ o 47 S PROPOSED 1� CHB,= N3.25 01 l) a '" C.B.= N30 15-12-W C 4 \ \ \ \S43 N30 Ir D p I \ 4� 9+ �7 /R C ~'r'`. �� 12' GATE I� X,s� EXISTING SLAB TO REMAIN. \ ti �' EXISTING CABLES TO BE o, \ ` % p ^� v' 69Q:00'oo"W P.O.B. RELOCATED TO PROPOSED ,� / /P . ,y k21.D511 ,' NEXTELI d IW \ Wpp 150' TOWER. zz^ / < LEASE P r X IQ z I , i O• > C1 _- - 6lHf �- �0011 ' TEL P^6 o Po• \/ r -p I , >O EXISTING POWER POLE EXISTING LANDSCAPING la /��+ , O W ;', < WPP AND 6' FENCE f0 REMAIN L mW *, { I X TO BE RELOCATED ' I b / I> < PROP®SED 1 a® 1 CONCRETENOPOLEmoo? o Fl�t'TeERaass XPo^ I tI lyo\ ,` 5, MONOP+OI.E T\DWER I L I EXISTING 100' MONOPOLE R o c K COMPOUND � BY O � I °off EHERS) ® E PLAN 1 I � >t' � 1 (SOAHERS) I I TOWER TO BE REMOVED "` - - -''+- - - - - - _ 0 1 1WM I 1 EX. 6' CFWN LINK(FENCE 1 4" LO a I I ) I <I 890'00'00"W X399 60. I �� X % \ 1 I �- aI EXISTING 4'x60' nTOUND I/2' IRPN ROD aH cw (iuErE) COMPOUND AREA N I N 1 I � w l EXISTING LANDSCAPING W I AND 6' FENCE TO REMAIN I r ��6 / / EXISTING 4" PVC / SANITARY LINE SCE BUFFER ( TO REMAIN PROPOSED 5 LANDAP I / � / TO MATCH EXISTING. PROPOSED 6' CHAIN LINK FENCE I �/ w S4MWTO MATCH EXISTING. TIE FENCE TO I �\ �� / OLE --------- EXISTING FENCE (TYP. 2 LOCATIONS) _``'� I / �Q. �rn 1�1 �QY ky O EXISTING DRIVEWAY TO BE I UTILIZED FOR ACCESS I o / / / •ryryv �� / / / BEARJNC BASIS (D) / i N 90' 00' 00" E 875.45' / I / / / 42.28' N90'00'00"E - - -- - - - - - - - - - - -- - .� - 9 - - - --- - ^ �� �9 / ^ _. _ - -- Po. P.G.B. / LOT z6 P.O.C. __ N 90' 00' 00" E 892.03' INGRES' EGRESS MAIN LEASE Site Benchmar eL UTILITY ESMT. INGRESS/EGRESS/UTILfTY EASEMENT TOP OF NAIL & DISK NEXTEL LEASE NOTE: ON OR 0 S TREE T (PLAT) STAMPED "L8 220- , EL.=39.39 FT. N.G.V.D. � THIS ROADWAY IS UNDER CONSTRUCTION BY F.D.O.T. ADDITIONAL RIGHT-OF-WAY MAY BE TAKEN A.K.A. STATE STREET IN THIS AREA. NO INFORMATION WAS X / PROVIDED TO SURVEYOR REGARDING THIS ISSUE. A 3 P H A L T ROAD WA Y / EAST AIRPORT BL VD. (TAX ASSESSORS MAP) / - -iF- - - - - - - - - - - - - - - - - - - - - - ^ - - - If- - - --- - - _. - - - - - .- _ - - -- Ary,QO Po. 10' LANDSCAPE BUFFER LEGEND ZONED "GC -1" L 0 T 2 0 L O T 2 0 S89'42'50"E 96$.71'(C) 968,$9'(D) SO R = 5691.87' Q- 0aa i' 3" T70S0 L 0 T 2 1 L O T 2 1 / CHD= 344.14' �/ - OX A� C.B.= N2T10'57- - - - - -' - - - - - - - - - - - - -- - - - - - - - - - __, - - - - - - - - - - -/ "W ^ ^ 7Q- � / (�' SETe SFp L 0 T 2 2 U o L O T 2 2 / U1 ¢ T" / y> -.---.---- ---------------C rt-- ---1----------_..---- _�� ? PARENT TRA CT L O T 2 3 0 U L 0 T 2 3 O NOTE: 15.1 ACRES, t ONORO ST. ROADWAY UNDER - - - - - - - ---Z__-------- a N�TRU'L`T >tq f:6.tST. - - - - - - - - - +, w J' POSSIBLE ADDITIONAL R/W MAY o FOUND 5/a' WON ROD O � / wrTH CAP (N LEGIBLE) rynry BE TAKEN OUT OF PARENT TRACT. L O T 2 4 � to O O o L O T 2 4 _ZONED "GC -1 "- - - f o N / \- - - - � --_ -_.----_I- a ------------------- O o ' N �h� " L 0 T 2 5 z 65'+ PRrP4ED 2 5 O 5 Y . ry� Site Benchmark TOWER ��lEETBACK / TOP OF SET PK NAIL_ �Q _14-90-6016-041f- EL.=42.01 FT. N.C.V.D. - - / �P 300.00' LOT 26 LOT 26 N90'00'00"E - 335.69' - N90ro0'00"E 934.31' - N9000'00"E- -- - 527.5'(D) --, ONORO STREET PLAT 60' R/W PER PLAT FGY/ND ROUND P.O.B._ P.O.C. ZONED "GC -1" 45'± PROPOSED CONCRETE _ - TOWER SETBACK ucwvYEM TRACT T INGRESS%EGRESS/UTILfTY EASEMENT SOOroO'00"W NEXTEL LEASE 75.00' EXISTING 40'x60' COMPOUND AREA SKETCH OF PARENT TRACT SCALE : 1"=200' PROPOSED LIVE OAK CANOPY TREE (QUERCUS VIRGINIANA) 10' HT. MIN., 2 1/2" DBH., PLANTED 20' O.C. PROPOSED WAX MYRTLE HEDGE (MYRICA CERIFERA) 24" HT. MIN., PLANTED 30" O.C. (CAPABLE OF REACHING 36" HT. WITHIN 18 MONTHS) LANDSCAPE NOTES: 1. ALL PLANT MATERIAL TO BE FLORIDA No. 1 QUALITY OR BETTER. 2. ALL LANDSCAPING SHALL BE EVERGREEN AND DROUGHT TOLERANT (XERISCAPE) 3. LANDSCAPING GUARANTEED FOR ONE YEAR. DRAINAGE LEGEND f = PROPOSED GRADE = PROPOSED DRAINAGE FLOW 9 X0 = EXISTING GRADE a SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOL E COUNTY, FLORIDA DESCRIPTION OF NEXTEL LEASE PARCEL A parcel of land being a portion of Lot 26, "AMENDED PLAT DRUID PARK", according to the Plat thereof, as recorded in Plat Book 7, Pages 5 and 6, of the Public Records of Seminole County, Florida, said parcel more particularly described as follows; Commencing at a point on the South line of said Lot 26 being 335.69 feet East of the Southwest corner of said Lot 26, proceed North 90' 00' 00" East along said South line of Lot 26 a distance of 875.45 feet; thence North 00' 00' 00" East a distance of 62.27 feet to the POINT OF BEGINNING; thence South 90' 00' 00" West a distance of 21.05 feet; thence North 55' 43' 39" West a distance of 8.41 feet; thence North 00' 00' 00" East a distance of 16.00 feet; thence North 90' 00' 00" East a distance 28.00 feet; thence South 00' 00' 00" West a distance of 16.00 feet to the POINT OF BEGINNING. Containing an area of 431.5 square feet. DESCRIPTION OF PARENT TRACT Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plat Book 7, pages 5 and 6, of the Public Records of Seminole County, Florida, run east along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plat; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way, line U.S. Highways 17 and 92, having a radius of 5691.67 feet, a central angle of 3' 27' 53' an are distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. DESCRIPTION OF MAIN LEASE PARCEL DESCRIPHGN AS PROVIDED BY CLIENT 40' x 60' LEASE AREA Lying within the following described parent tract; Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plat Book 7. pages 5 and 6, of the Public Records of Seminole County, Florida, run east along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plot; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way line U.S. Highways 17 and 92, having a radius of 5691.87 feet, a central angle of 3' 27' 53' an are distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. Being more particularly described as follows: Commence at the southwest corner of the above described parent tract, said corner lying 335.69 feet east from the Southwest corner of said Lot 26; thence run N 90'00'00" E. along the south line of said parent tract. 892.03 feet to a point which lies 42.28 feet west of the southeast corner of the above described parent tract; thence run N 2929'28" E, 34.99 feet to a point which lies on a curve concave southwesterly having for its elements a radius of 27.35 feet, a delta of 119'28'59', a chord distance of 47.25 feet, and a chord bearing of N 30`15'02* W; Thence run northwesterly along said curve for on arc distance of 57.03 feet to the point of beginning of said lease area; said point of beginning lies 71.27 feet northerly by perpendicular measure from . the south line of said parent tract and 48.86 feet westerly by perpendicular measure from the west line of said parent tract; Thence run N 00'00'00" E 10.0 feet to an iron rod(LB4596); Thence run N 90'00'00" W, 60.00 feet to an iron rod (LB4596); thence run S 00'00'00" E, 40.00 feet to an iron rod (LB 4596); thence run N 90'00'00" E, 60.00 feet to on iron rod (LB 4596); thence run N 00' 00' 00" E, 30.00 feet to the point of beginning. Containing 2,400 square feet or 0.055 acres. DESCRIPTION OF INGRESS/EGRESS/UTILITY EASEMENT DESCRIPTION AS PROVIOEO BY CLIENT 20' WIDE INGRESS/EGRESS & UTILITY EASEMENT Lying within the following described parent tract: Being 10.0 feet on both sides of the following described centerline: Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plot Book 7, pages 5 and 6, of the Public Records of Seminole County, Florida, run cost along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plot; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way line U.S. Highways 17 and 92, having a radius of 5691.87 feet, a central angle of 3' 27' 53' an arc distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. Commence at the above described parent tract, said corner lying 335.69 Feet east from the Southwest corner of said Lot 26: Thence run N 90'00'00' E. along the south line of said parent tract, 892.03 feet to the point of beginning of said centerline easement, said point of beginning lies 42.28 feet west of the southeast carrier of the above Described parent tract: Thence run N29'29'28"E, 34.99 feet to a point which lies on curve concave southwesterly having for its elements a radius of 27.35 feet, a delta of 119'28'59", a chord distance of 47.25 feet, and and a chord bearing of N 30'15'02" W; Thence run northwesterly along said curve for an are distance of 57.03 feet to the point of termination. Said point of termination lies 71.27 feet northerly by perpendicular measure from the south line of said parent tract and 48.86 feet westerly by perpendicular measure from the west line of said parent tract. The sidelines of the above described easement are to be extended or shortened to be common with the southerly line of said parent tract at the point of beginning on a bearing of N 00'00'00" E & S00'00'00" E at the point of termination. Note: the qualifier for the point of beginning of the main lease parcel (also the point of termination of the ingress/egress/utility easement) per the descriptions (above) as Provided by client contains a typographical error. The qualifier should read 4$.86 feet westerly by perpendicular measure from the east line of the parent tract". O CN SITE SITE LaW 1 Inset 46 w�tor � I AuMrka 17 ANr n *�bv SEM/NOLE COUNTYI ockh t - - - -- Ttanf vrk -•-- 95 Orla o 3. Ir nW Carden Bit NO oarhr 50 E ORANGE COUNTY I� 1 2 I ------------- OSCEOLA COUNTY ✓� nY \ ' I f V KA IM I I Y MAI" NOT TO SCALE PROPOSED NEXTEL t1 PANEL ANTENNAS (VERIFY PRIOR TO CONSTRUCTION) EXISTING PRIMECO ANTENNAS TO BE RELOCATED FROM EXISTING TOWER (VERIFY HEIGHT PRIOR TO CONSTRUCTION) FUTURE ANTENNAS PROPOSED 150' MONOPOLE TOWER PROPOSED 6' CHAINLINK FENCE PLUS 1' BARB WIRE EXTENSION (TO MATCH EXISTING) TYPICAL ELEVATION SCALE: N.T.S. GENERAL NOTES: U 1 1. a O 19 2. I PROPOSED 5 LANDAP I / � / TO MATCH EXISTING. PROPOSED 6' CHAIN LINK FENCE I �/ w S4MWTO MATCH EXISTING. TIE FENCE TO I �\ �� / OLE --------- EXISTING FENCE (TYP. 2 LOCATIONS) _``'� I / �Q. �rn 1�1 �QY ky O EXISTING DRIVEWAY TO BE I UTILIZED FOR ACCESS I o / / / •ryryv �� / / / BEARJNC BASIS (D) / i N 90' 00' 00" E 875.45' / I / / / 42.28' N90'00'00"E - - -- - - - - - - - - - - -- - .� - 9 - - - --- - ^ �� �9 / ^ _. _ - -- Po. P.G.B. / LOT z6 P.O.C. __ N 90' 00' 00" E 892.03' INGRES' EGRESS MAIN LEASE Site Benchmar eL UTILITY ESMT. INGRESS/EGRESS/UTILfTY EASEMENT TOP OF NAIL & DISK NEXTEL LEASE NOTE: ON OR 0 S TREE T (PLAT) STAMPED "L8 220- , EL.=39.39 FT. N.G.V.D. � THIS ROADWAY IS UNDER CONSTRUCTION BY F.D.O.T. ADDITIONAL RIGHT-OF-WAY MAY BE TAKEN A.K.A. STATE STREET IN THIS AREA. NO INFORMATION WAS X / PROVIDED TO SURVEYOR REGARDING THIS ISSUE. A 3 P H A L T ROAD WA Y / EAST AIRPORT BL VD. (TAX ASSESSORS MAP) / - -iF- - - - - - - - - - - - - - - - - - - - - - ^ - - - If- - - --- - - _. - - - - - .- _ - - -- Ary,QO Po. 10' LANDSCAPE BUFFER LEGEND ZONED "GC -1" L 0 T 2 0 L O T 2 0 S89'42'50"E 96$.71'(C) 968,$9'(D) SO R = 5691.87' Q- 0aa i' 3" T70S0 L 0 T 2 1 L O T 2 1 / CHD= 344.14' �/ - OX A� C.B.= N2T10'57- - - - - -' - - - - - - - - - - - - -- - - - - - - - - - __, - - - - - - - - - - -/ "W ^ ^ 7Q- � / (�' SETe SFp L 0 T 2 2 U o L O T 2 2 / U1 ¢ T" / y> -.---.---- ---------------C rt-- ---1----------_..---- _�� ? PARENT TRA CT L O T 2 3 0 U L 0 T 2 3 O NOTE: 15.1 ACRES, t ONORO ST. ROADWAY UNDER - - - - - - - ---Z__-------- a N�TRU'L`T >tq f:6.tST. - - - - - - - - - +, w J' POSSIBLE ADDITIONAL R/W MAY o FOUND 5/a' WON ROD O � / wrTH CAP (N LEGIBLE) rynry BE TAKEN OUT OF PARENT TRACT. L O T 2 4 � to O O o L O T 2 4 _ZONED "GC -1 "- - - f o N / \- - - - � --_ -_.----_I- a ------------------- O o ' N �h� " L 0 T 2 5 z 65'+ PRrP4ED 2 5 O 5 Y . ry� Site Benchmark TOWER ��lEETBACK / TOP OF SET PK NAIL_ �Q _14-90-6016-041f- EL.=42.01 FT. N.C.V.D. - - / �P 300.00' LOT 26 LOT 26 N90'00'00"E - 335.69' - N90ro0'00"E 934.31' - N9000'00"E- -- - 527.5'(D) --, ONORO STREET PLAT 60' R/W PER PLAT FGY/ND ROUND P.O.B._ P.O.C. ZONED "GC -1" 45'± PROPOSED CONCRETE _ - TOWER SETBACK ucwvYEM TRACT T INGRESS%EGRESS/UTILfTY EASEMENT SOOroO'00"W NEXTEL LEASE 75.00' EXISTING 40'x60' COMPOUND AREA SKETCH OF PARENT TRACT SCALE : 1"=200' PROPOSED LIVE OAK CANOPY TREE (QUERCUS VIRGINIANA) 10' HT. MIN., 2 1/2" DBH., PLANTED 20' O.C. PROPOSED WAX MYRTLE HEDGE (MYRICA CERIFERA) 24" HT. MIN., PLANTED 30" O.C. (CAPABLE OF REACHING 36" HT. WITHIN 18 MONTHS) LANDSCAPE NOTES: 1. ALL PLANT MATERIAL TO BE FLORIDA No. 1 QUALITY OR BETTER. 2. ALL LANDSCAPING SHALL BE EVERGREEN AND DROUGHT TOLERANT (XERISCAPE) 3. LANDSCAPING GUARANTEED FOR ONE YEAR. DRAINAGE LEGEND f = PROPOSED GRADE = PROPOSED DRAINAGE FLOW 9 X0 = EXISTING GRADE a SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOL E COUNTY, FLORIDA DESCRIPTION OF NEXTEL LEASE PARCEL A parcel of land being a portion of Lot 26, "AMENDED PLAT DRUID PARK", according to the Plat thereof, as recorded in Plat Book 7, Pages 5 and 6, of the Public Records of Seminole County, Florida, said parcel more particularly described as follows; Commencing at a point on the South line of said Lot 26 being 335.69 feet East of the Southwest corner of said Lot 26, proceed North 90' 00' 00" East along said South line of Lot 26 a distance of 875.45 feet; thence North 00' 00' 00" East a distance of 62.27 feet to the POINT OF BEGINNING; thence South 90' 00' 00" West a distance of 21.05 feet; thence North 55' 43' 39" West a distance of 8.41 feet; thence North 00' 00' 00" East a distance of 16.00 feet; thence North 90' 00' 00" East a distance 28.00 feet; thence South 00' 00' 00" West a distance of 16.00 feet to the POINT OF BEGINNING. Containing an area of 431.5 square feet. DESCRIPTION OF PARENT TRACT Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plat Book 7, pages 5 and 6, of the Public Records of Seminole County, Florida, run east along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plat; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way, line U.S. Highways 17 and 92, having a radius of 5691.67 feet, a central angle of 3' 27' 53' an are distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. DESCRIPTION OF MAIN LEASE PARCEL DESCRIPHGN AS PROVIDED BY CLIENT 40' x 60' LEASE AREA Lying within the following described parent tract; Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plat Book 7. pages 5 and 6, of the Public Records of Seminole County, Florida, run east along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plot; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way line U.S. Highways 17 and 92, having a radius of 5691.87 feet, a central angle of 3' 27' 53' an are distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. Being more particularly described as follows: Commence at the southwest corner of the above described parent tract, said corner lying 335.69 feet east from the Southwest corner of said Lot 26; thence run N 90'00'00" E. along the south line of said parent tract. 892.03 feet to a point which lies 42.28 feet west of the southeast corner of the above described parent tract; thence run N 2929'28" E, 34.99 feet to a point which lies on a curve concave southwesterly having for its elements a radius of 27.35 feet, a delta of 119'28'59', a chord distance of 47.25 feet, and a chord bearing of N 30`15'02* W; Thence run northwesterly along said curve for on arc distance of 57.03 feet to the point of beginning of said lease area; said point of beginning lies 71.27 feet northerly by perpendicular measure from . the south line of said parent tract and 48.86 feet westerly by perpendicular measure from the west line of said parent tract; Thence run N 00'00'00" E 10.0 feet to an iron rod(LB4596); Thence run N 90'00'00" W, 60.00 feet to an iron rod (LB4596); thence run S 00'00'00" E, 40.00 feet to an iron rod (LB 4596); thence run N 90'00'00" E, 60.00 feet to on iron rod (LB 4596); thence run N 00' 00' 00" E, 30.00 feet to the point of beginning. Containing 2,400 square feet or 0.055 acres. DESCRIPTION OF INGRESS/EGRESS/UTILITY EASEMENT DESCRIPTION AS PROVIOEO BY CLIENT 20' WIDE INGRESS/EGRESS & UTILITY EASEMENT Lying within the following described parent tract: Being 10.0 feet on both sides of the following described centerline: Beginning at a point 335.69 feet East of the Southwest corner of lot 26, according to the amended plat of DRUID PARK, as recorded in Plot Book 7, pages 5 and 6, of the Public Records of Seminole County, Florida, run cost along the south line of said Lot 26 a distance of 934.31 feet to a point 527.5 feet West of the Southeast corner of said Lot 26; thence run North perpendicular to said South line North to the North line of Lot 21 said amended plot; thence run North 89' 42' 50" West along said North line 968.89 feet to the Northwest corner of Lot 21; thence run Southeasterly along a curve on the Easterly right-of-way line U.S. Highways 17 and 92, having a radius of 5691.87 feet, a central angle of 3' 27' 53' an arc distance of 344.2 feet; thence run South 25' 27' West a distance of 252.24 feet thence run East 300.0 feet, thence run South 75.0 feet to the point of Beginning. Commence at the above described parent tract, said corner lying 335.69 Feet east from the Southwest corner of said Lot 26: Thence run N 90'00'00' E. along the south line of said parent tract, 892.03 feet to the point of beginning of said centerline easement, said point of beginning lies 42.28 feet west of the southeast carrier of the above Described parent tract: Thence run N29'29'28"E, 34.99 feet to a point which lies on curve concave southwesterly having for its elements a radius of 27.35 feet, a delta of 119'28'59", a chord distance of 47.25 feet, and and a chord bearing of N 30'15'02" W; Thence run northwesterly along said curve for an are distance of 57.03 feet to the point of termination. Said point of termination lies 71.27 feet northerly by perpendicular measure from the south line of said parent tract and 48.86 feet westerly by perpendicular measure from the west line of said parent tract. The sidelines of the above described easement are to be extended or shortened to be common with the southerly line of said parent tract at the point of beginning on a bearing of N 00'00'00" E & S00'00'00" E at the point of termination. Note: the qualifier for the point of beginning of the main lease parcel (also the point of termination of the ingress/egress/utility easement) per the descriptions (above) as Provided by client contains a typographical error. The qualifier should read 4$.86 feet westerly by perpendicular measure from the east line of the parent tract". O CN SITE SITE LaW 1 Inset 46 w�tor � I AuMrka 17 ANr n *�bv SEM/NOLE COUNTYI ockh t - - - -- Ttanf vrk -•-- 95 Orla o 3. Ir nW Carden Bit NO oarhr 50 E ORANGE COUNTY I� 1 2 I ------------- OSCEOLA COUNTY ✓� nY \ ' I f V KA IM I I Y MAI" NOT TO SCALE PROPOSED NEXTEL t1 PANEL ANTENNAS (VERIFY PRIOR TO CONSTRUCTION) EXISTING PRIMECO ANTENNAS TO BE RELOCATED FROM EXISTING TOWER (VERIFY HEIGHT PRIOR TO CONSTRUCTION) FUTURE ANTENNAS PROPOSED 150' MONOPOLE TOWER PROPOSED 6' CHAINLINK FENCE PLUS 1' BARB WIRE EXTENSION (TO MATCH EXISTING) TYPICAL ELEVATION SCALE: N.T.S. GENERAL NOTES: PREPARED BY: ALLES DESIGN CORPORATION 7117 WAREHAM DRIVE - TAMPA, FL 33647 TELEPHONE/FAX (813) 866-0030 2(Z/( )06 1 I OE 07 r - w L m U � C7 n p o m Ujc U w m Cr :5-., o a LT ': LL a) cc w r� U r W 1. USE: UNMANNED TELECOMMUNICATION RELAY EQUIPMENT. O Lu U W 2. WATER & SEWER SERVICE IS NOT REQUIRED. cc0 _� 3. TRAFFIC GENERATION: 1 VISIT PER MONTH 4. TOWER SHALL NOT INTERFERE WITH NORMAL RADIO AND Q _j z cy W_ C 7 TELEVISION RECEPTION IN THE VICINITY. Q LL J (- 5. PROPOSED TOWER SHALL COMPLY WITH ALL APPLICABLE F.A.A. Iz � Q00 AND F.C.C. REGULATIONS. n 00 6. TOWER SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE z CC WITH APPLICABLE PROVISIONS OF STANDARD E.I.A./T.I.A. 222-E. Da 7. SUBJECT PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ® _ ___1 LL ZONE "X", ACCORDING TO F.I.R.M. COMMUNITY PANEL Legend r NUMBER 12117C 0045E, DATED 4-17-95. -- 8. TOWER COORDINATES: NAD 83 LATITUDE 28°46'16.8"N. GA = GUY ANCHOR J LL LONGITUDE 81916'33.5"W. OHW = OVERHEAD WIRES 9. SITE SURVEY DATA TAKEN FROM SURVEY PERFORMED BY NGVD=NATIONAL GEODETIC VERTICAL DATUM z w WILLIAM B. ZENTZ & ASSOCIATES, INC., DATED 6-23-00, NO. 134-021 .<lx = EXISTING SPOT ELEVATION L CL AS PROVIDED BY EME, INC. P.O.C.= POINT OF COMMENCEMENT P.O.B.= POINT OF BEGINNING LU = IR/C& SET 5/8" DIAMETER IRON ROD "WBZ-LB J w CAP STAMPED 6840" U R/W = RIGHT OF WAY w F -- F.F.E. = FINISH FLOOR ELEVATION SITE DATA: cLP-0 = CONCRETE LIGHT POLE "GC 1. EXISTING ZONING: -1" -0 = WOODEN POWER POLE 2. PARENT TRACT AREA: 15.1± ACRES rwo = WATER METER 3. EXISTING COMPOUND AREA: 0.055± ACRES TET.❑ = TELEPHONE RISER BOX 4. NEXTEL LEASE AREA: 0.01± ACRES R = RADIUS 5. OWNER: PRIMECO L = CENTRAL ANGLE 100 TAMPA OAKS BLVD., SUITE. 450 L =ARC LENGTH CHD =CHORD TEMPLE TERRACE, FL. 33637 C.B. = CHORD BEARING 6. SITE ADDRESS: 920 STATE STREET P.C. = POINT OF CURVATURE SANFORD, FL. 32773 P.T. = POINT OF TANGENCY AOL = ABOVE GROUND LEVEL 7. JURISDICTION: SEMINOLE COUNTY 8. FOLIO No.: 01-20-30-512-0000-0210 PREPARED BY: ALLES DESIGN CORPORATION 7117 WAREHAM DRIVE - TAMPA, FL 33647 TELEPHONE/FAX (813) 866-0030 2(Z/( )06 1 I OE 07 r - w L m U � C7 n p o m Ujc U w m Cr :5-., o a LT ': LL a) cc w r� U W r W O 0 o o O Lu U W W U�yy,,F-N LU I-- cc0 _� O W Q� CD 0 Q _j z cy W_ C 7 O Q LL J (- < C7 LO Iz � Q00 n 00 Q 0 M z CC N Da �o cr7 ® _ ___1 LL MT GO UU r L6 ¢ -- M U z Q J LL T N Q IZ z z w i O L CL • rT, W LULU LU J w U _z w F -- X W W r W O 0 o o O Lu U W W U�yy,,F-N LU I-- cc0 _� w Q� O 0 Q _j J C) Q Q LL J (- I -- Iz � n 00 z ra o r W 0 o o z� LU -' Q Lu U W ¢ LU I-- cc0 _� Q� I -- _J U < LL Da ® o - ♦/� �"� (0 f- M U J LL z IL ® O W W LULU d Cl) _z X W SHEET C1 ONE STORY C. Q. S. -----------------___---_-._.----------------_..-_.-_....-_._.._.__---._.._ --- ----- � I � I 7TLNISfORNER CONC. PAD CONC. I I I I I � I I I � I -i ------ J EXISTING 100' MONOPOLE TOWER TO BE REMOVED EXISTING 40'x60' COMPOUND AREA ----------.--I—.{� ---I II CLP I �t --J s I I I PROPOSED NEXTEL LEASE PARCEL q W/ UTILITY CABINET(62.0"H X 114.4"W X 66.0"D) I W/ 12" ELEVATED STEEL PLATFORM TO SPAN SANITARY, Q I I I I I I PRO OSEDIATE \ I X 12 G -3 #3/0, & 1 #6 E.G. IN 2" PVC W \ 2-2" PVC F R�LCO QII NEXTEL SERVICE POLE 01 (SEE RISER) I ' Q -V / ` � `•o I I \ � � • WPP 1 1, u I ' '�. _.-- • —9iHV --- • '- �. \ I TEL 1 & f Ia I WPP 1 ' L W I v ` �conic�NrE 2-2" PVC FOR I / FOR TELCO Iw I I --- — -- -----9 T X \ ® I� ,I I i EXISTING TELCO A` WM to I I i J -BOX \moo I I I �3 /, \F EXISTING VEIZON SERVICE E,G.31N&1-1 /4" PVC\�1 PROPOSED OVERHEAD DROP' EXISTING VERIZON POLE TO BE RELOCATED DISCONNECT RELOCATED VERIZON SERVICE I POWER & TELCO POLE (SEE RISER) PROPOSED MONOPOLE TOWER ���A� SEE GROUNDING DETAIL , / �. / — — ��------- — — — —— -- - ---- —_ --_ -- _— NEW POWER CO. SERVICE 120/24OV, SINGLE PHASE, 3W WEATHER HEAD NEW WOOD POWER SERVICE POLE BY CONTRACTOR SIZED AS REQUIRED TO ACCOMMODATE NEC CLEARANCES 200 AMP BYPASS METER ENCLOSURE TO BE BY CONTRACTOR /1100, LIGHTNING ARRESTOR 1 #4AWG - CND.` 3/4 PVC ON OR 0 TREE T (PL A T) NEW 3#3/0, IN 2" RIGID STEEL CONDUIT A.K.A. STATE STREET 2P/20OA/FU/250V DISCONNECT SWITCH WITH 2-200A FUSES SERVICE ENTRANCE RATED 3 #3/0, & 1 #6 E.G. IN 2" RIGID EXISTING DRIVEWAY TO BE UTILIZED FOR ACCESS ELECTRICAL SITE PLAN SCALE: I"= io' FUSES FOR ALL DSCONNECTS SHALL BE CURRENT LIMITING CLASS RK -5, REJECTION TYPE, RATED FOR 100,000 AIC. RAISED STEEL PLATFORM NEXTEL SERVICE ENCLOSURE UTILITY CAB. GRADE GRADE .TO VERIZON SERVICE - — — — — — — — — — ——----------- ------------------------------- POLE, SEE VERIZON----------------------- -------------------------------- RISER DIAGRAM ------------------ ------------------ GROUND ROD 2" PVC FOR 10' x 5/8" TELCO COPPERWELD ROD LAST ELBOW AND EXPOSED CONDUIT TO BE RIGID STEEL 3 #3/0, & 1 #6 E.G, IN 2" PVC NEXTEL ELECTRICAL SERVICE RISER DIAGRAM N.T.S. �V\ (^(�\P(�V I S-,�Wwy (: I MANHOLE- ---------------- / TELCO CONDUIT (PVC) EXISTING PVERHEAD DROP TO BE REMOVED RELOCATED POWER CO. SERVICE 120/24OV, SINGLE PHASE, 3W WEATHER HEAD RELOCATED WOOD POWER SERVICE POLE 100 AMP BYPASS METER LIGHTNING ARRESTOR 1 #4AWG - OND.� 3/4' PVC GRADE MINIMUM NECESSARY FINISH GRADE II I II cr-,wLd =III III= II Q C)- fr_z —III- I II BACKFILL AND TAMP c � z _ I _ WITH MATERIAL REMOVED z FROM TRENCH o UD—III I- I I III POWER CONDUIT (PVC) IIII - r i- III— TAMPED OR UNDISTURBED -III I I lEd I IEll I SUB -GRADE TRENCH DETAIL NOT TO SCALE 3#3, IN 2" RIGID STEEL CONDUIT FUSES FOR ALL DSCONNECTS SHALL BE NOTE: CURRENT LIMITING CLASS RK -5, REJECTION OVERHEAD TELCO SERVICE DROP TYPE, RATED FOR 100,000 AIC. TO THIS SERVICE POLE. COORDINATE IN FIELD. EXISTING DISCONNECT SW. 2P/10OA/10OA/3R SERVICE ENTRANCE RATED '-3 #3, & 1 #6 EXISTING PEDESTAL WITH VERIZON DISCONNECT SWITCH. 2P/100A/NF/3R E.G. IN 1-1/4" RIGID EXISTING FEEDER 'TO EXISTING STUB UP POLE VERIZON EQUIPMENT TO REMAIN AND CAP 3 #3, & 1 #6 E.G. IN 1-1/4" PVC i r i -ir ------------------------------ - 2-2" PVC FOR NEXTEL---------- -- SEE NEXTEL RISER — — — — — — — — — — ------------ --- DIAGRAM}----------- — — — GROUND ROD 10' x 5/8" NEW, 3 #3, & 1 #6 COPPERWELD ROD E.G. IN 1-1/4" PVC --LAST ELBOW AND EXPOSED CONDUIT TO BE RIGID STEEL 2-2" PVC TO EXISTING _—GROUND ROD TELCO J BOX TELEPHONE COMPANY; 10' x 5/8" COPPERWELD ROD DELL. SOUTH CONTACT: PRECILLA CAMPBELL PH: (407) 418-5531 POWER COMPANY: FLORIDA POWER AND LIGHT CONTACT: BOB MC CORMICK PH: (407) 328-1902 VERIZON ELECTRICAL SERVICE RISER DIAGRAM N.T.S. TELEPHONE CONDUITS: ALL *TELEPHONE CONDUITS SHALL BE SCHEDULE 40 PVC. OR RIGID STEEL AS INDICATED ON THE DRAWINGS. INSTALL A 200 POUND PULL STRING IN ALL TELEPHONE CONDUITS ALL TELEPHONE CONDUITS SHALL BE BURIED A MINIMUM OF 30" BELOW GRADE. ALL TELEPHONE CONDUIT BENDS SHALL HAVE A MINIMUM BENDING RADIUS OF 6 TIMES THE INTERNAL DIAMETER OF THE CONDUIT, UTILITY SERVICES CONTRACTOR IS RESPONSIBLE FOR BRINGING POWER AND TELEPHONE SERVICES TO THE LEASE PARCEL. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH POWER COMPANY AND TELEPHONE COMPANY. CONTRACTOR SHALL INCLUDE 'THESE SERVICES IN HIS WORK . THESE DOCUMENTS ARE TO SCALE WHEN ISSUED ON 24" X 36" PAPER FORMAT. IF THIS IS PRINTED ON ANY OTHER SIZE PAPER, THE DRAWINGS HAVE BEEN REDUCED AND ARE NOT TO SCALE. ONLY FULL SIZED DRAWINGS ARE TO BE USED FOR CONSTRUCTION. C&G ENGINEER,IM' 2515 E. HANNA AVE. SUITE (� TAMPA, FL. 33610 PH. 231-3192 7/ ■ CONC. 0 0 0 N CI) I I _; WI . Q CE: Lu 0� �I Dcc) 41 p� zmo o wl � Lo Q co � Q Q I EXISTING 100' MONOPOLE TOWER TO BE REMOVED EXISTING 40'x60' COMPOUND AREA ----------.--I—.{� ---I II CLP I �t --J s I I I PROPOSED NEXTEL LEASE PARCEL q W/ UTILITY CABINET(62.0"H X 114.4"W X 66.0"D) I W/ 12" ELEVATED STEEL PLATFORM TO SPAN SANITARY, Q I I I I I I PRO OSEDIATE \ I X 12 G -3 #3/0, & 1 #6 E.G. IN 2" PVC W \ 2-2" PVC F R�LCO QII NEXTEL SERVICE POLE 01 (SEE RISER) I ' Q -V / ` � `•o I I \ � � • WPP 1 1, u I ' '�. _.-- • —9iHV --- • '- �. \ I TEL 1 & f Ia I WPP 1 ' L W I v ` �conic�NrE 2-2" PVC FOR I / FOR TELCO Iw I I --- — -- -----9 T X \ ® I� ,I I i EXISTING TELCO A` WM to I I i J -BOX \moo I I I �3 /, \F EXISTING VEIZON SERVICE E,G.31N&1-1 /4" PVC\�1 PROPOSED OVERHEAD DROP' EXISTING VERIZON POLE TO BE RELOCATED DISCONNECT RELOCATED VERIZON SERVICE I POWER & TELCO POLE (SEE RISER) PROPOSED MONOPOLE TOWER ���A� SEE GROUNDING DETAIL , / �. / — — ��------- — — — —— -- - ---- —_ --_ -- _— NEW POWER CO. SERVICE 120/24OV, SINGLE PHASE, 3W WEATHER HEAD NEW WOOD POWER SERVICE POLE BY CONTRACTOR SIZED AS REQUIRED TO ACCOMMODATE NEC CLEARANCES 200 AMP BYPASS METER ENCLOSURE TO BE BY CONTRACTOR /1100, LIGHTNING ARRESTOR 1 #4AWG - CND.` 3/4 PVC ON OR 0 TREE T (PL A T) NEW 3#3/0, IN 2" RIGID STEEL CONDUIT A.K.A. STATE STREET 2P/20OA/FU/250V DISCONNECT SWITCH WITH 2-200A FUSES SERVICE ENTRANCE RATED 3 #3/0, & 1 #6 E.G. IN 2" RIGID EXISTING DRIVEWAY TO BE UTILIZED FOR ACCESS ELECTRICAL SITE PLAN SCALE: I"= io' FUSES FOR ALL DSCONNECTS SHALL BE CURRENT LIMITING CLASS RK -5, REJECTION TYPE, RATED FOR 100,000 AIC. RAISED STEEL PLATFORM NEXTEL SERVICE ENCLOSURE UTILITY CAB. GRADE GRADE .TO VERIZON SERVICE - — — — — — — — — — ——----------- ------------------------------- POLE, SEE VERIZON----------------------- -------------------------------- RISER DIAGRAM ------------------ ------------------ GROUND ROD 2" PVC FOR 10' x 5/8" TELCO COPPERWELD ROD LAST ELBOW AND EXPOSED CONDUIT TO BE RIGID STEEL 3 #3/0, & 1 #6 E.G, IN 2" PVC NEXTEL ELECTRICAL SERVICE RISER DIAGRAM N.T.S. �V\ (^(�\P(�V I S-,�Wwy (: I MANHOLE- ---------------- / TELCO CONDUIT (PVC) EXISTING PVERHEAD DROP TO BE REMOVED RELOCATED POWER CO. SERVICE 120/24OV, SINGLE PHASE, 3W WEATHER HEAD RELOCATED WOOD POWER SERVICE POLE 100 AMP BYPASS METER LIGHTNING ARRESTOR 1 #4AWG - OND.� 3/4' PVC GRADE MINIMUM NECESSARY FINISH GRADE II I II cr-,wLd =III III= II Q C)- fr_z —III- I II BACKFILL AND TAMP c � z _ I _ WITH MATERIAL REMOVED z FROM TRENCH o UD—III I- I I III POWER CONDUIT (PVC) IIII - r i- III— TAMPED OR UNDISTURBED -III I I lEd I IEll I SUB -GRADE TRENCH DETAIL NOT TO SCALE 3#3, IN 2" RIGID STEEL CONDUIT FUSES FOR ALL DSCONNECTS SHALL BE NOTE: CURRENT LIMITING CLASS RK -5, REJECTION OVERHEAD TELCO SERVICE DROP TYPE, RATED FOR 100,000 AIC. TO THIS SERVICE POLE. COORDINATE IN FIELD. EXISTING DISCONNECT SW. 2P/10OA/10OA/3R SERVICE ENTRANCE RATED '-3 #3, & 1 #6 EXISTING PEDESTAL WITH VERIZON DISCONNECT SWITCH. 2P/100A/NF/3R E.G. IN 1-1/4" RIGID EXISTING FEEDER 'TO EXISTING STUB UP POLE VERIZON EQUIPMENT TO REMAIN AND CAP 3 #3, & 1 #6 E.G. IN 1-1/4" PVC i r i -ir ------------------------------ - 2-2" PVC FOR NEXTEL---------- -- SEE NEXTEL RISER — — — — — — — — — — ------------ --- DIAGRAM}----------- — — — GROUND ROD 10' x 5/8" NEW, 3 #3, & 1 #6 COPPERWELD ROD E.G. IN 1-1/4" PVC --LAST ELBOW AND EXPOSED CONDUIT TO BE RIGID STEEL 2-2" PVC TO EXISTING _—GROUND ROD TELCO J BOX TELEPHONE COMPANY; 10' x 5/8" COPPERWELD ROD DELL. SOUTH CONTACT: PRECILLA CAMPBELL PH: (407) 418-5531 POWER COMPANY: FLORIDA POWER AND LIGHT CONTACT: BOB MC CORMICK PH: (407) 328-1902 VERIZON ELECTRICAL SERVICE RISER DIAGRAM N.T.S. TELEPHONE CONDUITS: ALL *TELEPHONE CONDUITS SHALL BE SCHEDULE 40 PVC. OR RIGID STEEL AS INDICATED ON THE DRAWINGS. INSTALL A 200 POUND PULL STRING IN ALL TELEPHONE CONDUITS ALL TELEPHONE CONDUITS SHALL BE BURIED A MINIMUM OF 30" BELOW GRADE. ALL TELEPHONE CONDUIT BENDS SHALL HAVE A MINIMUM BENDING RADIUS OF 6 TIMES THE INTERNAL DIAMETER OF THE CONDUIT, UTILITY SERVICES CONTRACTOR IS RESPONSIBLE FOR BRINGING POWER AND TELEPHONE SERVICES TO THE LEASE PARCEL. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH POWER COMPANY AND TELEPHONE COMPANY. CONTRACTOR SHALL INCLUDE 'THESE SERVICES IN HIS WORK . THESE DOCUMENTS ARE TO SCALE WHEN ISSUED ON 24" X 36" PAPER FORMAT. IF THIS IS PRINTED ON ANY OTHER SIZE PAPER, THE DRAWINGS HAVE BEEN REDUCED AND ARE NOT TO SCALE. ONLY FULL SIZED DRAWINGS ARE TO BE USED FOR CONSTRUCTION. C&G ENGINEER,IM' 2515 E. HANNA AVE. SUITE (� TAMPA, FL. 33610 PH. 231-3192 7/ ■ r Lu I 0 0 0 N CI) 0 w U _; w� Q CE: Lu 0� 00 Dcc) r p� zmo o >00 Lo } co � Q Q 0 z � N 6 z0r = J 0 LL U- ao w �Lu<�— Uw 0 10 a- = tl Q 2 Lo Q F - z N w ~ < j 2 LL — CL0 O Q < J w CC G w 0 w L w �• 00 h- r Lu I 0 0 0 N CI) 0 w U _; O Q CE: Lu 0� w =U o � r p� Lu } co � _Q � 0 O 0 LL 0 �O Uw :moo V �z ®< ~ < j LL — Q < zV D CC G O L w �• 00 h- r i m 0 0 0 N Z 3: O 0 w U _; - w Q CE: Lu 0� w =U o F— J Q� o� } 0 LL V 0000, O ~ < j M U ® LL LL zV D O llJ w �• LL h- Z (n w r�� W _z LU I-- X W SHEET E1 SCOPE SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING INSTALLING AND TESTING, COMPLETE AND READY FOR OPERATION OF A1LL WORK SHOWN ON THE DRAWING AS SPECIFIED HEREIN: 1. ELECTRIC dERVICE 2. CONDUIT AND RACEWAY 3. CONDUCTORS 4. MISCELLANEOUS MATERIALS 5. TELEPHONE CONDUITS CODES THE INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATION IN EFFECT WITH THE REGULATIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND ALL LOCAL GOVERNING CODES AND ORDINANCES WITH THE REGULATION OF THE SERVING UTILITY COMPANY. ALL PERMITS REQUIRED SHALL BE OBTAINED AND, AFTER COMPLETION OF WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF FINAL INSPECTION AND APPROVAL. TESTING UPON COMPLETION OF 'THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS -TO MEET SPECIFIED PERFORMANCE REQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL, GUARANTEE IN ADDITION TO 'THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER. WITHOUT EXPENSE TO THE OWNER ALL WARRANTEE CERTIFICATES AND GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER. EXAMINATION OF SITE PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARAGRAPH WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM OR SYSTEMS. FIRESTOPPING ALL OPENINGS AROUND EXPOSED BUS, CONDUITS, WIRING OR CABLES IN WALLS, FLOORS, PARTITIONS, CEILING AND ROOFS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE FIRE STOP MATERIALS, OR SHALL BE CLOSED OFF BY CLOSE -FITTING METAL CAPS AT "THE CEILING AND FLOOR LINE, AND ON EACH SIDE OF A WALL OR PARTITION, TO FORM A FIRE OR SMOKE BARRIER. CUTTING, PATCHING AND EXCAVATION: COORDINATION OF ALL SLEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALL CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS. ALL NECESSARY EXCAVATIONS AND BACK FILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING SHALL BE PROVIDED BY THIS CONTRACTOR. RACEWAYS ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT, ALL CONDUIT SHALL BE RIGID STEEL, SCHEDULE 40 PVC OR ELECTRICAL METALLIC TUBING (EMT) AS INDICATED ON THE DRAWINGS. WHERE INSTALLED ON ROOFS OR EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. EMT MAY BE USED IN ALL OTHER ABOVE GROUND LOCATIONS. UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS. ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING FOR ALL CONDUIT TERMINATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. CONDUCTORS FURNISH AND INSTALL ALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE THW/THWN (75 DEGREE) INSULATION, RATED FOR 600 VOLTS, ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS: A. MINIMUM WIRE SIZE SHALL BE #12 AWG. B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER SHALL BE SOLID OR STRANDED. C. CONNECTION FOR #10 AWG AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED PRESSURE OR WIRE NUT CONNECTIONS. D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH NYLON INSULATOR. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS. GROUNDING ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT ONLY, PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. THE POINTS OF CONTACT BETWEEN DISSIMILIAR METALS METALS MUST BE COATED WITH "NO -OX." BONI TO ( USIN THERMOWELD TO BURIED GROUND RING. CONNECTIONS TO GROUND RING SHALL BE AS DIRECT AS POSSIBLE WITH MINIMUM BENDS. LOWER TOWER BUS BAR DETAIL NTS PLASTIC INSPECTION SLEEVE COVER T-0" LONG x 6" DIAMETER SCHEDULE 40 WHITE PVC SLOT FOR GROUND WIRE. EXTEND 2" ABOVE GROUND RING GROUND RING CONDUCTOR CAD WELD TYPE GT CONNECTION DRIVEN COPPER CLAD GROUND ROD 5/8"X10' ni ni — � I I-1 11=1 I I-1 II III III III— i I' FI1-1I I I I 1=1I � I I I l� I li EI�I I I I IILI I I S 1=.III=111j111�1 l -1T-III-III- I�l�l —III -III: --.III— I 1I- 1=1 11-1 I.I=1 I I�1 000 —III=III=1 -E ITENNA CABLE r GROUND ION TO BE YPICAL. OF 12 INSPECTION SLEEVE (TYPICAL OF TWO) BOND TO STEEL PLATFORM TYPICAL OF 4 #2 AWC SOLID TINNED COPPER MECHANICAL CONNECTION TO TOWER STEEL 12EA-COPPER GROUND JUMPER TO ANTENNA COAX SHIELD II II ROCK INSPECTION SLEEVE DETAIL NTS UPPER TOWER BUS BAR GROUNDING LEGEND Q GROUND ROD r CADWELD CONNECTION ISSUED COPPER CONDUCTOR 36" INSPECTION SLEEVE GROUND BARS: -___�T�/ —` # 2AWG SOLID TINNED COPPER BARE I---- -----__._---------------------------- --- -I i I I I I I I I NEXTEL SERVICE ENCLOSURE 2'-0" ALL AROUND PLATFORM L----- - - - - - - - - - - - - - - - - - - - ---_.-.-.-.._._._._. J #2 AWG SOLID TINNED BARE COPPER IN 3/4" PVC #2 COPPER 24" BELOW GRADE, TYPICAL #2 AWG SOLID TINNED COPPER IN 3/4" PVC �,— LOWER TOWER BUS BAR ( MOUNTED ON TOWER BASE (MOUNTED ON INSULATORS) 12EA-COPPER GROUND JUMPER TO ANTENNA COAX SHIELD #2 COPPER TO GATE POST 24" BELOW GRADE (CADWELD CONNECTION) #2 COPPER TO CORNER FENCE POST 24" BELOW GRADE (CADWELD CONNECTION) CADWELD CONNECTION (TYP) TOWER GROUND RING #2 SOLID TINNED COPPER BARE 24" BELOW GRADE u1 0 L O O Z z z w O a CC 0 LL 0 0 12 EXTERIOR OND. RING 2AWG SOLID TINNED OPPER BARE, 24" BELOW GRADE 0 w o 10' X 20' ELEVATED STEEL PLATFORM o r #2AWG SOLID TINNED DOCUMENTS - TO SCALE WHEN ISSUED / COPPER TO ELECTRICAL 0 L O O Z z z w O a CC 0 LL 0 0 12 EXTERIOR OND. RING 2AWG SOLID TINNED OPPER BARE, 24" BELOW GRADE 0 w o 10' X 20' ELEVATED STEEL PLATFORM o r #2AWG SOLID TINNED DOCUMENTS - TO SCALE WHEN ISSUED / COPPER TO ELECTRICAL 36" PAPER FORMAT. IF THIS IS PRINTED SERVICE GROUND ROD ANY OTHER SIZE PAPER, THE DRAWINGS HAVE BEEN REDUCED AND ARE NOT TO SCALE. ONLY FULL SIZED DRAWINGS ARE TO wO O �pLL con D z � Q O (, `r LL — z m Lu O con � �r Lo 00 COPPER CLAD STEEL RODS 5/8" x 10'-0" t Q z (Y�) EXOTHERMICALLY Z JO WELDED, TYP. OF 6 = w 00 Z J Lu 5♦, V a _ O < IL Q w Z �' N #2 SOLID TINNED COPPER TO W WAVEGUDE BRIDGE (ONE PER LEG) a Lu (EXOTHERMIC BOND TO LEG) o Lu a w O p IL Lu t cn #2 COPPER TO CORNER FENCE POST 24" BELOW GRADE (CADWELD CONNECTION) ONO POLE TOWER ` COPPER CLAD STEEL BOND TO LEG BASE (TYP. OF 2) RODS 5/8" x 10'-0" EXOTHERMICALLY WELDED TYP. OF 2. 24" BELOW #2 COPPER TO CORNER FENCE POST 24" BELOW GRADE #2 COPPER TO CORNER (CADWELD CONNECTION) FENCE POST 24" BELOW GRADE (CADWELD CONNECTION) NOTE: GATE FRAMES SHALL BE BONDED TO GATE POST WITH A #4/0 COPPER WELDING CABLE. CADWELD EACH END. GROUNDING DIAGRAM ALL BUS BARS SHALL BE COPPER 4"X30"X1/4" WITH PRE DRILLED HOLES TO MATCH TWO HOLE LUGS. MASTER GROUND BUS SHALL BE SUPPLIED AND INSTALLED WITH BUILDING. ALL OTHERS TO BE SUPPLIED BY NEXTEL AND INSTALLED BY CONTRACTOR. LOWER TOWER AND EXTERIOR GROUND BAR SHALL BE MOUNTED ON INSULATORS. UPPER AND MIDDLE TOWER GROUND BARS SHALL BE BONDED TO TOWER STEEL WITH A #2 SOLID COPPER CONDUCTOR (MECHANICAL CONNECTION). ATTACH COAX SHIELD GROUND JUMPERS TO BUS BARS WITH TWO HOLE LUGS. ALL HARDWARE SHALL BE 3/8" STAINLESS STEEL, NO ZINC COATED MATERIAL ALLOWED. MOUNT ALL BUS BARS PARALLEL TO THE EARTH. GROUNDING NOTES: 1. ALL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMAL WELDING PROCESS (CADWELD OR EQUAL) EXCEPT FOR EQUIPMENT CONNECTIONS WHICH MECHANICALLY FASTENED. ALL MECHANICAL LUGS SHALL BE TWO HOLE , LONG BARREL TYPE, FOR COPPER, UNLESS OTHERWISE NOTED. N.T.S. 2. ALL GROUND RODS SHALL BE A MINIMUM OF 10 FEET LONG, COPPER CLAD STEEL (302 OR 304), 5/8" DIAMETER, DRIVEN VERTICALLY DOWN WITH TOPS 24" BELOW GRADE. 3. ALL GROUND CONDUCTORS SHALL BE TINNED SOLID COPPER WIRE, SIZED NO. 2 AWG., RUN 24" BELOW GRADE. 4. GROUND RODS FOR GROUND RING SHALL BE LOCATED 10-15 FEET APART. 5. ANY METAL OBJECT WITHIN 6 FEET OF THE BUILDING GROUND RING SHALL BE BONDED DIRECTLEY TO THE RING. 6. THE MINIMUM BENDING RADIUS FOR ALL GROUND CONDUCTORS NO. 6 AWG OR LARGER SHALL BE 12". 7. ALL ABOVE GRADE GROUND CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD EARTH AND ONLY WHERE NECESSARY, HORIZONTAL, THESE DOCUMENTS ARE TO SCALE WHEN ISSUED ON 24" X 36" PAPER FORMAT. IF THIS IS PRINTED ON ANY OTHER SIZE PAPER, THE DRAWINGS HAVE BEEN REDUCED AND ARE NOT TO SCALE. ONLY FULL SIZED DRAWINGS ARE TO BE USED FOR CONSTRUCTION. 8. ALL CONDUCTORS SHALL BE ROUTED SUCH THAT THERE ARE NO INCLUSIVE ANGLES OF LESS THAN 90 DEGREES. 9. GROUND SYSTEMS SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS. IF RESISTANCE VALUE IS EXCEEDED ,NOTIFY OWNER FOR FURTHER INSTRUCTIONS. SUBMIT A COPY OF THE TEST REPORT TO THE OWNER. 10. ALL GROUNDING SHALL COMPLY WITH NFPA 70 (NEC) AND NFPA 780, "LIGHTNING PROTECTION CODE". 11. ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 12. ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE TOWER AT EACH END. 13. ALL GROUNDING SHALL COMPLY WITH NEXTEL GROUNDING REQUIREMENTS. C&G ENGINNEERIN IC 2515 E. HANNA AVE. SUITE A TAMPA, I- L. 33610 0 PH. 231-3192 y�%/ � SHEET E2 w O CE) O N z <LF- F— Lu CV r cU I-} Nh =U 0 _Q O �pLL Zl<U z � Q O (, `r LL — Q Q < LL Lo 00 SHEET E2 >- (D CE) p N z <LF- F— W Y wJ r cU I-} �<7) p =U 0 < LL Z DO 0(D< 0 U Z J LL 5♦, V 0 © O IL Lu w Z �' Lu Lu Lu C1 a O cr- IL SHEET E2 FINAL INSPECTION REQUIRED City of sallford (Ae 19{ 7 CA, Ivi- -il Corl", .1 -9,97 ed. FL. TF198F PlANq ARF= ppyjr- JE)I'I:IPNAL Y r) Wj,rlj A rkJ[( rMQ NOT A,� ALITH(IRIPY 'rQ Vl(,')I-A'rr-.. CANCJ,44, A1,71 -Tilt oi-i ,ip"r Mtlt,�V ANY OF THE FF?OVlkil( - �),,A Ofe,viiv C;Qrjv`;, Nori SiHALL IPUUANCs-u 011 A t4i4NNIIT P)RgVr4N'r "r. if., BUILDING Pir,'em -riIpmVAPTRO t$80Ulr?INCJ A CORREC,- Er(W)RS ON -rj^iE FLANS. CONSTRUCTION OR Vl('.)LA-rlotjS OF'n-iE CODES. Pr. R ifili I p - AT