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Stewart Street 100 \ 101 ` 1 DRIVE \ r W 4'O a \ a w Q 03 CK o a , a z r 1 w a N W o W x '60P.O.C. I w NW CORNER OF GOVERNMENT ROAD LOT 4 AND NW CORNER OF SECTION 17-2--29 I CHURCH STEWART STREET Q a n > ROAD r'1 I � Ln J x � Al A ZONED RG-1 0 -n ZONED RG-1 P-" RESIDENTIAL GENERAL a -m o RESIDENTIAL GENERAL W o BOULEVARD 10 o W to F— ATLANTIC 1A01 \ OR/04 Al A N ` BLVD. Q �Z _- Can ro oil 81GRAPHIC SCALE wV w w" 20 0 10 20 4.0 8o VICINITY MAP W _ 10 1 SSMH NOT TO SCALE STEWART STREET _ _ _ �-- ✓S5MH b 0 (50' RIGHT-OF-WAY) EXISTING ASPHALT PAVEMENT IN FEET ) 1 inch = 20 ft. Z EXISTING . _: 12'x18" ERCP. SOUTH R/W LINE _ _...........�.........: 12" PINS - - - - N 88'43'00" E N 88'43'00" E ellrte` -' - N 8$'43'00" E _ 217.35 00' 200.00' , ?' > ,`.`12' PINE 30.00 0 -- -- 79.03' 20.00 `. .:. I 279.03' P.0.5. lo" P1; `4 16" PINE P.O.s. INGRESS/EGRESS ~`12' PINE M •"� , I EASEMENT I PARENT TRACT 1� ; "-�16" PINE 20' BUILDING SETBACK LINE ' 14 OAK;i - I Ld z I ¢ q y 18" PINE - 4" OAK LEGAL DESCRIPTION PROJECT DESCRIPTION: -J PARENT TRACT 0 12" PINE I p rn A PART OF GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE THE PROPOSED DEVELOPMENT CONSISTS OFA 150 FOOT HIGH MONO- 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED POLE TOWER AND AN UN-MANNED, STATE OF FLORIDA APPROVED, AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE MODULAR EQUIPMENT BUILDING. I¢ �+ NORTHWEST CORNER OF SAID SECTION 17, SAID NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF GOVERNMENT LOT 4•; THENCE THE TOWER AND MODULAR EQUIPMENT BUILDING WILL BE ACCESSED BY SOUTH 0 DEGREES 45'00" EAST ALONG THE WEST LINE OF SAID SECTION AN EXISTING CONCRETE DRIVEWAY FROM EXISTING STEWART STREET, A �'�,� 17, THE SAME BEING ALSO THE WEST LINE OF GOVERNMENT LOT 4, A PUBLIC RIGHT-OF-WAY. Co W w � DISTANCE OF 360.00 FEET; THENCE NORTH 88 DEGREES 43'(00" EAST I e THE EXISTING ZONING OF THE PROPOSED SITE IS ILW (INDUSTRIAL LIGHT z PARALLEL WITH THE NORTH LINE OF SAID GOVERMENT L(OT 4, A I 0.1 o E DISTANCE OF 33.00 FEET; THENCE CONTINUE NORTH 88 DEGREES 43'00" AND WAREHOUSE DISTRICTS). BUILDING SETBACKS ARE AS FOLLOWS: o O Cn p w O EAST PARALLEL WITH SAID NORTH LINE, A DISTANCE OF 200.00 FEET TO FRONT: 20' SIDE: 10' REAR: 20' O o Q' 3- � ¢ 0D THE POINT OF BEGINNING; THENCE CONTINUE NORTH 88 DEGREES 43'00" THERE ARE NO WETLANDS WITHIN THE PROPOSED SITE. I 0 ►►i W EAST, PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4, A 06 0 DISTANCE OF 217.35 FEET; THENCE SOUTH 0 DEGREES 45'00" EAST 00 PARALLEL WITH THE SAID WEST LINE OF GOVERNMENT LOT 4, A REQUIRED FOR THE PROPOSED DEVELOPMENT. EXISTING DISTANCE OF 198.00 FEET; THENCE SOUTH 88 DEGREES 43'00 WEST Z CONCRETE PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4, A DISTANCE z PAVEMENT � OF 217.35 FEET; THENCE NORTH 0 DEGREES 45'00" WEST, PARAILLEL WITH 7 SAID WEST LINE OF GOVERNMENT LOT 4, A DISTANCE OF 198.00 FEET TO EXISTING U THE POINT OF BEGINNING. ZONEDILW ONE STORY WETAL BUILDING ZONED ILW I GENERAL NOTES: INDUSTRIAL LIGHT AND i,, w INDUSTRIAL LIGHT AND WAREHOUSE DISTRICTS U) WAREHOUSE DISTRICTS z Ui z LEGAL DESCRIPTION 1. THE PURPOSE OF THIS DRAWING IS TO DELINEATE AND DESCRIBE THE LEASE ONE STORY INGRESS/EGRESS EASEMENT PARCEL AND INGRESS/EGRESS EASEMENT SHOWN HEREON AND TO SHOW 5 f THE PROPOSED IMPROVEMENTS WITHIN THE LEASE PARCEL AREA. In �t m METAL BUILDING ALL THAT TRACT OR PARCEL OF LAND LUNG IN A PART OF 0 3� 0 b GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, 2. THERE ARE NO TREES LOCATED WITHIN THE PROPOSED LEASE PARCEL OR DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT PROPERTY INGRESS/EGRESS EASEMENT. pi o W DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY 3. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT-OF-WAY 0 0 DESCRIBED AS FOLLOWS: LINE OF STEWART STREET BEING, N 88'43'00" E, AN ASSUMED DATUM v►� p BASED ON THE PARENT TRACT DESCRIPTION, PER O.R.B. 6198, PAGE 1110. a r p Tn COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID o 1 21.28 �. NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID 4. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A SPECIAL FLOOD LO GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DISTANCE OF HAZARD DISTRICT, ACCORDING TO FEMA FIRM PANEL No. 120075 0001 D. r N 8-43'00-E 7.0 PROPOSED 150' 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A DISTANCE DATED 4-17-89. P.O.B. MONOPOLE TOWER In OF 33.00 FEET TO A POINT BEING THE INTERSECTION OF THE EAST LEASE 16' SWING O RIGHT-OF-WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF--WAY LINE 5. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR z PARCEL 0p GATE M O OF STEWART STREET; THENCE CONTINUE NORTH 88'43'00" EAST ALONG EASEMENTS AND/OR RIGHT-OF-WAY RECORDS. 1p 6' SAID SOUTH RIGHT-OF-WAY LINE OF STEWART STREET A DISTANCE OF 11.42' LID 279.03 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH PROPOSED PROPOSED 88'43'00" EAST A DISTANCE OF 20.00 FEET TO A POINTT; THENCE STOOP E �x w LEASE PARCEL SOUTH 00'45'00" EASTA DISTANCE OF 99.14 FEET TO A POINT; 9 THENCE SOUTH 21'17'00" EAST A DISTANCE OF 37,09 FEIET TO A POINT; THENCE= SOUTH 88'43'00" WEST A DISTANCE OF 21.28 FEET TO O w w0 O A POINT; THENCE NORTH 21'17'00" WEST A DISTANCE OF 353.43 FEET I, o x N w TO A POINT; THENCE NORTH 00'45'00" WEST A DISTANCE (OF 102.58 o FEET TO THE POINT OF BEGINNING. O of. w a O a'0 °'w CONTAINING 2,722 SQUARE FEET OR 0.063 ACRE MORE OR LESS.. 20' BUILDING SETBACK LINE Z to 10" OAK 5 8843'00 W 37.00' r `ry� , ; 4 PINE GEDDATA CONSULTANTS INC. C1412" OAKL.3t ;_��" 8' PINES PRELIMINARY SITE PLAN p�"'^ s+ PINE� LEGAL DESCRIPTION LEASEPARCEL SURVEYING & MAPPING S 8843'00" W 217.35' �� r ALL THAT TRACT OR PARCEL OF LANA LYING IN A PART OF AT&T WIRELESS SERVICES SITE: 2700SWUEI'TEH� LANE GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, JX--33 MAYPORT MAITLAND, FLORIDA 32751 DIRT ROAD DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT PROPERTY VOICE: 407 660--2322 FAX: 880-8223 DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY PREPARED FOR: No. DATE REVISION DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID 6 �p C� - NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID Orlando Cellular Telephone Company Inc. ZONED ILW P R OC, 'o GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DISJT ANCE OF 20 N. Orange Avenue, Suite 510 ,4 oN�tJG 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A DISTANCE Orlando, Florida 32801 INDUSTRIAL LIGHT AND � �NNG4.1 OF 33.00 FEET TO A POINT BEING THE INTERSECTION OF 'THE EAST (407)246-1221 WAREHOUSE DISTRICTS QVP 1�� RIGHT-OF-WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF-WAY LINE OF STEWART STREET; THENCE CONTINUE NORTH 88'43'00" EAST ALONG CERTIFICATION: Mp' SAID SOUTH RIGHT-OF-WAY LINE OF STEWART STREET A DISTTANCE OF I HEREBY CERTIFY THAT THIS LEGAL DESCRIPTION AND DRAWN BY: GSI, CHECKED BY. HPV 279.03 FEET TO A POINT; THENCE SOUTH 00'45'00" EAST A DISTANCE SKETCH IS CORRECT TO THE BEST OF MY KNOWXGE AND OF 102.58 FEET TO A POINT; THENCE SOUTH 21'17'00" EAST A BELIEF. I FURTHER CERTIFY THAT THIS LEGAL DESCRIPTION DRAWING FILE: C0127PSP.DWG DISTANCE OF 33.43 FEET TO THE POINT OF BEGINNING; THENICE NORTH AND SKETCH MEETS THE MINIMUM TECHNICAL STANDARDS 88'43'00" EAST A DISTANCE OF 37.00 FEET TO A POINTE; THENCE AS SET FORTH BY THE FLO.RTUA ,BOARD OF PROFESSIONAL DATE OF FIELD SURVEY 01-06-1996 " SOUTH 01`17'00" EAST A DISTANCE OF 50.00 FEET TO A POINT; SURVEYORS AND MAPPERS iW CHAPTER 81617-e, FLORIDA THENCE SOUTH 88'43'00" WEST A DISTANCE OF 37.00 FEET TO A ADMTNISTRATNE CODE, PURSUANT 7'G CINPTER 472.027 OF FIELD BOOK 95-2, PAGES B3-67 POINT; THENCE NORTH 01'17'00" WEST A DISTANCE OF 50.00 FEET TO THE FLORIDA STATUTE'S. SUBJECT TO NOTES AND THE POINT OF BEGINNING. NOTATIONS SHOWN HEREON. SEC. 17, TWP. 2 S., RGE. 29 E. CONTAINING 1,850 SQUARE FEET OR 0.043 ACRE MORE OR LESS.. CrrY OF ATLAMC BEACH, DUVAL COUNTY FLORIDA THIS 2 DAY OF GIiL 19� DATE: SCALE: JAN. 17, 96 1" 20' H. Paul deVivero, Professional Land Surveyor NO. 4990 PROJECT No. SHEET VALID ONLY WITH SIGNATURE AND EMBOSSED SEAL COI -27 OF 1 /DO S,(-. d CONSIRUCITON PLANS OF TT r -y f- -y p CE1-.1-. ULAR CUMM NICA. I/ -TIONS 1/ . 0 11 E r -7 MA YP 0 R I JXz======= 33 Pl"-� EPARED FOR .* AW 'Wlwlc% sff vices PROJECTDESCRIPTION �....._............_...___....__........_....--.-_-_......_........._.._.._._..�_._._._-._-_.-..._...__�..___...__._._-___- ...._.___._.......T......._.._.-_.---.._.........................._......_..__.____.._._._. ._._... .._._-.._._........_..........., PROJECT DIRECTORY E 1A ��� DRIVE DEV/ELOPER/LESSEE: AT&T WIRELESS SERVICES THE PROPOSED DEVELOPMENT CONSISTS OF A 1510 FOOT HIGH MONOPOLE oA oNo�R�oop 20 NORTH ORANGE AVENUE, SUITE 510 TOWER AND AN UN—MANNED, STATE OF FLORIDA APPROVED, MODULAR ORLANDO, FLORIDA 32801 EQUIPMENT BUILDING. TELEPHONE: (407) 257-9954 �0 CONTACT: LOU GORODETZER THE TOWER AND MODULAR EQUIPMENT BUILDING VWILL BE ACCESSED BY AN E EXISTING DRIVEWAY FROM EXISTING STEWART STREEET. < I OWNIER/LESSOR: ry THE EXISTING ZONNG OF THE PROPOSED SITE IS ILW INDUSTRIAL LIGHT € o m AND WAREHOUSE DISTRICTS. I w z _ n I THERE ARE NO WETLANDS WITHIN THE PROPOSED, SITE OR WITHIN 50 FEET I > 0 THEREOF. r CIVIIL ENGINEER: MELLICH—BLENDEN ENGINEERING, INC. WATER, SANITARY SEWER AND WASTE COLLECTIONq SERVICES ARE NOT cHURCHO ROAD 1177 LOUISIANA AVENUE, SUITE 111 REQUIRED FOR THE PROPOSED DEVELOPMENT. Z CTE $ "'^�' STREET n WINTER PARK, FLORIDA 32789 > ROAD r, TELEPHONE: (407) 647 -4040 THE DESIGN OF THE TOWER AND TOWER FOUNDAITION ARE NOT A PART I CONTACT: STEVE MELLICH, P.E. Ln OF THIS PLAN. z SURZVEYOR: GEODATA CONSULTANTS, INC. a 1061 MAITLAND CENTER COMMONS i j BOULEVARD 10 SUITE 216 " A7LAN71C MAITLAND, FLORIDA 32751 E TELEPHONE: (407) 660--2322 101 ORiaq 'A CONTACT: H. PAUL deVIVERO, P.L.S. A ,r BLVD. I y � o pD q0 i MQINIR MAP_ NOT TO SCALE MAR 2 6 1996 Building and Zoning pUjjS Appp,,OVED CITY OF ATILANTIC BEACH DATE CI3�f �3�11331t1� DF C1A�. AUMORM SIGNATURE J t'O PLAN SHEET INDEX01, HDESCRIPTION S EET 1 COVER 2 SURVEY 3 SITE PLAN C- 1 DATE DESCRIPTION r ` y 1� ISSUES & REVISIONS \ 101 ` 1 DRIVE .�ppa ` T � � x'90 \ a U P.O.C. W NW CORNER OF GOVERNMENT I a m LOT 4 AND NW CORNER OF z 0 o SECTION 17-2-29 1 z r 0 w b a 0 x r 1r � �F o vn o CHURCH� ROAD I x z STEWART STREET a a 0 LW I > LEVY MROAD I a x x i 1A O -0 I h � q h°� Q �°` 0 4 1 BOULEVARD 10 x ATLAN 0 LO H 0111:1 ° ^ h � �^ �ry 9h 101 � ��R/pq Al wV W I cn h°!� h°� h°^ 1 h° h° ° A p BLVD. w �h q� SSMH p d \l STEWART STREET + Q11_ 0 h � + SSMH �O (50' RIGHT-OF-WAY) °y+ SITE BENCHMARK GRAPHIC SCALE ° h° h 50D NAIL IN UTILITY POLE �^ ELEVATION=11.03 °' a� 20 o 10 20 40 80 INV. 9.04 ° h 69 ^O h°y +h INV. 9.99 5 12"x19" ERCP h +h�`� hoy+ h ho �y FLOWUNE OF SWALE VICINITY MAP r NOT TO SCALE _ L SOUTH R/W LINE _-� h°ry ho ._..o9j h �h - 12" PINE - - - - N ea'43'Qo" E N as'43'o0" E N 88'43'000' E `' _mm h°� 217.35' __ inch FEET ) 200.00' J 12" PINE 108.32', h'b 1 inch = 20 Yt 33.00' __ r °• +h' h RECOVERED REBAR & --. _.._ — — r-- — _- _ ' 79.03 20.00 ,. „� + +h hh• CAP LS 13672 'Je 0.45' W 279.03 P.0.8, tq" PINEh k 16" PINE I INGRESS/EGRESS PINE I P.O.B. EASEMENT + ° h hh' h `%'t PARENT TRACT �`' + + hh 16' PINE GENERAL NOTES: °h + RECOVERED 1" IRON PIPE hh' RECOVERED REBAR do CAP Ls /7672 14. OAK 1. THE PURPOSE OF THIS DRAWING IS TO DETERMINE THE LIMITS OF THE NO IDENTIFICATION 0.10' SOUTH �'°� LEASE PARCEL. AND INGRESS/EGRESS EASEMENT RELATIVE TO THE w 18" PINE 4' OAK PARENT TRACT AS DESCRIBED IN THE LEGAL DESCRIPTIONS SHOWN z an It h hhry �,.. f �-' HEREON, BY ESTABLISHING OR RE-ESTABLISHING CORNERS, MONUMENTS 1 1�' '� + + 12' PINE AND BOUNDARY LINES; FURTHERMORE, TO ESTABLISH THE HORIZONTAL N h`$ + by ti+ AND VERTICAL SPATIAL RELATIONSHIP OF THE NATURAL OR MANMADE I h ryO hh^3� `1�,+t� h hh hh�+ LEGAL DESCRIPTION FEATURES LYING THEREIN. hhry� hh. hh PARENT TRACT 2. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT- I INGRESS/EGRESS EASEMENT �'' I ti NORTHWEST CORNER OF SAID SECTION 17, SAID NORTHWEST' CORNER AREA: 2,722 SQUARE FEET A PART OF GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTTH, RANGE OF-WAY LINE OF STEWART STREET BEING, N 88'43'00" IP AN hh ASSUMED DATUM BASED ON THE PARENT TRACT DESCRIPTION, k^ OR 0.063 ACRE± 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY I DESCRIBED PER O.R.B. 6198, PAGE 1110. h AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE h I hh�h h kry W hry° hhO hho h� 3. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON I +hh + + + + BEING ALSO THE NORTHWEST CORNER OF GOVERNMENT LOT 4;; THENCE FOR EASEMENTS AND/OR RIGHT-OF-WAY RECORDS. SOUTH 0 DEGREES 45'00* EAST ALONG THE WEST LINE OF SAID SECTION ' a hhk Q 17, THE SAME BEING ALSO THE WEST LINE OF GOVERNMENT L(OT 4, A 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN p o its 0D DISTANCE OF 360.00 FEET; THENCE NORTH 88 DEGREES 43'0)0" EAST LOCATED EXCEPT AS SHOWN. in PARALLEL WITH THE NORTH LINE OF SAID GOVERMENT Lm , T 4 A CONCRETE a r O0 a PAVEMENTDISTANCE OF 33.00 FEET; THENCE CONTINUE NORTH 88 DEGREEES 43'00' o o X.8 EAST PARALLEL WITH SAID NORTH LINE, A DISTANCE OF 200.00 1 FEET TO 5. VERTICAL DATUM USED: U1 ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION THE POINT OF BEGINNING; THENCE CONTINUE NORTH 88 DEGREES 43'00" a OF STATE HIGHWAY ATA LEADING SOUTH AT ATLANTIC BEACH, ABOUT h� � �m �°� h � EAST, PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4 A +h h` -++hh o + fh +h° ^ DISTANCE OF 217.35 FEET; THENCE SOUTH 0 DEGREES 45'00" EAST TO MILE WEST ST THE OVERPASS OVER CONCRETE ROAD, SET ON THE z� hh' PARALLEL WITH THE SAID WEST LINE OF GOVERNMENT LOT 4, A TOP OF THE EAST END OF THE NORTH CONCRETE WALKWAY FOR THE a DISTANCE OF 198.00 FEET; THENCE SOUTH 88 DEGREES 43'0(0" WEST LARGE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL WATERWAY, i•,,.; ;= ; ? RY 13.9 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4, A I DISTANCE MEETAL BUIONE OLDING , � .. OF 217.35 FEET, THENCE NORTH 0 DEGREES 45'00" WEST, PARALLLEL WITH THE HIGHWAY, 11.4 FEET WEST OF THE EAST END OF THE WALKWAY hh '° SAID WEST LINEOF GOVERNMENT LOT 4, A DISTANCE OF 198.00 FEET TO AND 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR. THE POINT OF BEGINNING. STAMPING: W 324 1970 hhM^ ELEVATION: 12.88 (NAVD 88) fo� hh. ONE STORY k ° 6. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL rod + + hh' hh' h`I' METAL BUILDING hh• hyh eJf 1 + + -1- OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, ` J 0 hh° �`' SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND h IS NOT VALID. hhh� O° BASKETBALL TBALL 0 hho W LEGAL DESCRIPTION 3__ COAL o INGRESS/EGRESS EASEMENT A LA -� ALL THAT TRACT OR PARCEL OF LAND LYING IN A FPART OF ' GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, p 'S 21.2$ `9' ° h6 DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT FPROPERTY ¢ hh N88.43'00"E I,ho 37.00' +°, +`� +h O DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THHE PUBLIC LEGEND: RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARRTICULARLY 0 P.O.B.E ° DESCRIBED AS FOLLOWS: • SET 5/8" REBAR & P.O.C. POINT OF COMMENCEMENT Z PARCEL 0 Q hh. CAP LB #6556 C3 COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID ° P.D.B. POINT OF BEGINNING Ln LEASE PARCEL u) NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID AREA: 1,850 SQUARE FEET GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DIST.FANCE OF + SPOT ELEVATION R W RIGHT--OF--WAY 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A DISTANCE OR� 0.043 ACREf RCP REINFORCED CONCRETE PIPE w OF 33.00 FEET TOA PAINT BEING THE INTERSECTION OF TfHE EAST ..,,y TREE (SIZE AND TYPE SHOWN) ho ti 2 RIGHT--OF-WAY LINE OF MAIN STREET AND THE SOUTH RIGHT--OF--WAY LINE .� h 4h O +hh� +hh +I0, hhh OF STEWART STREET: THENCE CONTINUE NORTH 88'43'00" EASST ALONG INV. INVERT hhry n SAID SOUTH RIGHT--OF-WAY LINE OF STEWART STREET A DISTAANCE OF `um------- WOOD UTILITY POLE TYP. TYPICAL r 279.03 FEET TO THE POINT OF BEGINNING; THENCE CONTTNUJE NORTH AND GUY ANCHOR 0 88'43'00" EAST A DISTANCE OF 20.00 FEET TO A POINT;'; THENCE o SOUTH 00'45'00" EAST A DISTANCE OF 99.14 FEET TO j A POINT; _ OVERHEAD UTILITY LINES Z 1n THENCE SOUTH 21'17'00" EAST A DISTANCE OF 37.09 FEE=T TO A hhry POINT; THENCE SOUTH 88'43'00" WEST A DISTANCE OF 21.28 [FEET TO + A POINT; THENCE NORTH 21'17'00" WEST A DISTANCE OF 333.43 FEET 1SSMH SANITARY SEWER MANHOLE t2- OAK 10" qnx TO A POINT; THENCE NORTH 00'45-00" WEST A DISTANCE ORF 102.58 S 88'43'00" W 37.00' w4" PINEhhy h FEET TO THE POINT OF BEGINNING- WATER VALVE hod + +^ho +hh �­ j • 6" PINE +h1 6' PINE N,�.1 CONTAINING 2,722 SQUARE FEET OR 0.063 ACRE MORE OR LESS. + 107.x7';{ L ... ----------- -- ------- _ _ ------------- ------------- a_ h� ' !j 217.35 hh. h S 88-43-00" W hh +---------' ------------ hh' RECOVERED REBAR & CAP LS 03672 DIRT ROAD ,y 0.10• SOUTH 1h hh• .�...____________________________________ ------------------------------------___________________________________----�_ +hh� LEGAL DESCRIPTION GEODATA CONSULTANTS, INC. LEASE PARCEL BOUNDARY & TOPOGRAPHIC SURVEY SURVEYING & MAPPING ALL THAT TRACT OR PARCEL OF LAND LYING IN A PART OF AT&T WIRELESS SERVICES SITE: 2700 WESTHALL LANE SUITE 137 GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, JX---33 MAYPORT MAITLAND, FLORIDA 32751 DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT FPROPERTY VOICE: 407 860-2322 FAX: 880-8223 DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THHE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARRTICULARLYPREPARED FOR: No. DATE REVISION DESCRIBED AS FOLLOWS: �+p� � COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 117, SAID )WEVrffdM S�'i kxs NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID Orlando Cellular Telephone Company Inc. GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DISTIANCE OF 20 N. Orange Avenue, Suite 510 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A I DISTANCE Orlando, Florida 32801 OF 33,00 FEET TO A POINT BEING THE INTERSECTION OF TFHE EAST (407)248-1221 RIGHT-OF-WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF--WAY LINE OF STEWART STREET; THENCE CONTINUE NORTH 88'43'00" EAST ALONG CERTIFICATION: SAID SOUTH RIGHT-OF--WAY LINE OF STEWART STREET A DISTANCE OF I HEREBY CERTIFY THAT A SURVEY OF THE PROPERTY 279.03 FEET TO A POINT; THENCE SOUTH 00'45'00" EAST A DISTANCE SHOWN HEREON WAS MADE UNDER MY SUPERVISION DRAWN BY: GSL CHECKED BY: HPV OF 102.58 FEET TO A POINT; THENCE SOUTH 2117'00" EAST A AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL DRAWING FILE: C0127SVY.DWG DISTANCE OF 33.43 FEET TO THE POINT OF BEGINNING; THENCCE NORTH STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF 88'43'00" EAST A DISTANCE OF 37.00 FEET TO A POINT;; THENCE PROFESSIONAL SURVEYORS ALM) MAPPERS IN CHAPTER DATE OF FIELD SURVEY O1-OB-1996 SOUTH 01`17'00" EAST A DISTANCE OF 50.00 FEET TO )A POINT; 611717-6, FLORIDA ADMINISTRATIVE LODE, PURSUANT TO THENCE SOUTH 88'43'00" WEST A DISTANCE OF 37.00 FEET TO A CHAPTER 472.027 OF THE FLORIDA TfATUTES AND THAT FIELD BOOK 85-2, PAGES 63-67 POINT; THENCE NORTH 01"17'00" WEST A DISTANCE OF 50.00 FEET TO THE SKETCH HEREON IS A TRUE AND ACCURATE THE POINT OF BEGINNING. REPRESENTATION THEREOF TO THE BEST.SOF MY KNOWLEDGE SEC, 17, TWP. 2 S., RGE. 29 E. AND BELIEF. SUBJECT TO NOTES AND ROTATIONS SHOWN CONTAINING 1,850 SQUARE FEET OR 0.043 ACRE MORE OR LESS. HEREON. � CITY OF ATLANTIC BEACH, D[1VAL COUNTY, FLORIDA THIS �_ DAY OF DATE: SCALE: JAN. 17, 96 1" = 20' H. Paul deVivero, Professional Land Surveyor No. 4990 PROJECT No. SHEET VALID ONLY WITH SIGNATURE AND EMBOSSED SEAL COI -27 OF 3 ]CO �o f+_ . GENERAL NOTES 1. THE PROPOSED DEVELOPMENT CONSISTS OF AN UN-MANNED, STATE z OF FLORIDA APPROVED, MODULAR EQUIPMENT BUILDING AND A 150' H MONOPOLE TOWER, a U 2. THE MODULAR EQUIPMENT BUILDING WILL BE ACCESSED OVER THE w k-b y PROPOSED STABILIZED DRIVE. A 4Nv do 3. THE CURRENT ZONING OF THE PARCEL SHOWN HEREON IS ILW �1' INDUSTRIAL LIGHT AND WAREHOUSE. 4. THERE ARE NO WETLANDS, OR FLOOD PRONE AREAS LOCATED WITHIN THE PARCEL SHOWN HEREON. NO TREE REPLACEMENT OR LANDSCAPING IS PROPOSED. 5. WATER, SANITARY SEWER, AND WASTE COLLECTION SERVICES ARE NOT REQUIRED FOR THE PROPOSED DEVELOPMENT. A pry +hhryo �,.� 4!!" + 6. SEED AND MULCH DISTURBED AREAS. co to +. �; 7. THIS IS AN UNMANNED TELEPHONE EQUIPMENT FACILITY. NO WATER Q Q Q Q Q • SEWER OR REFUSE SERVICE IS REQUIRED. 0 T 8. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP, SITE DRESSING -H AND REMOVAL OF CONSTRUCTION DEBRIS. $ w U) a a 9. ALL WORK AND MATERIALS TO BE WARRANTEED FOR ONE YEAR. ca �' w 10. CONTRACTOR IS RESPONSIBLE FOR APPLICABLE PERMITS, INSPECTIONS o110 AND TESTING. " U) cq� 0 11. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL SUBCONTRACTORS AND TRADES, ETC. .� o �q' 1 ,� ,,off .,M 12. ALL CONTRACTORS AND SUBCONTRACTORS ARE TO REVIEW PLANS, W © +1 *,1 +~ +h° SPECIFICATIONS AND SITE CONDITIONS AND REPORT ANY CONFLICTS `Z+ c z TO THE OWNER. 1.--1 0' m cy m �• ONE STORY METAL BUILDING CONCRETE PAVEMENT q x �Na" `. 11,kti V •,� ,r p k^ .mac ,lip kp T3. '-�+ { a ^,� 1�p I 1O' WIDE DIRT DRIVE lops' � I m � hAh O t� °i I I A' I I ti�^6 BASKETBALL j SEED & MULCH DISTURBED AREA—\ GOAL I I I I �• '°oro / EXISTING SUBBASE COMPACT TO 95% MODIFIED PROCTOR 21.28' (STABILIZE TOP s" FBV 50 AS NECESSARY) M ` V1 + N88'43'00"E o 37.00' �^ PROPOSED 16 SWING MONOPOLE ,GATE TOWER I� LIMITS OF CONSTRUCTION . i 12' + I 12" I o �, o LEGEND: I I s, In i + TREE (SIZE & T)YPE SHOWN) + 11,42' FENCED AREA TO BE 4" THICK I I } PROPOSED GRAVEL BED AND WEED INHIBITING LEASE PARCEL STOOP FABRIC (SEE DETAIL) TYP. TYPICAL I I j B' CHAIN LINK FENCE I cvA AREEA: 1,850 SQUARE FEETcr z eHu OVERHEAD UTILIITY LINES i i z OR 0.043 ACRES ;n o 9 r 5, rn� 7- m V Lq N I --------- POWER POLE cx w x 04 I-_ y 0 � � � .1-� o +1�� +� -�111 SIGN a m O I MIRAFI 50OX (OR EQUAL) WEED INHIBITING FABRIC I ti o a°-, w�- rc LIGHT POLE o 00 j 4' THICK GRAVEL BED +��� EXISTING GRADE i STONE To BE FOOT /57 o PROPOSED GRADES 2 � OPOSED 6' FENCE -V� DRAINAGE FLOW BARROW COMPACT SUBBASE 95% MODIFIED PROCTOR S 88'43'00" W 37.00' 10" OAK GRAVEL DETAIL a N 12NOT To SCALE O " OAK ' A 4' PINE ,�, � 1D'-0" CENTER TO CENTER MAX. � dab 1^O +ti'`k * �'�� j STRANDS OF BARBED WIRE 1 © O + k xcx x x + e" PINE x x x x r x TOP RAIL x x x INSTALL CAP ARM DESIGNED TO ---------�- ------------ - --- ----- PROVIDE A DRIVE FIT OVER THE --_w-_-��-----�-._-.^-w.-___"--•--_-__--p -----•-�-----,_____--�tl)3 _ TOP OF THE POST TO EXCLUDE !j �'`' -- ---� -• -y MOISTURE (FOOT INDEX EXCLUDE ALL POSTS AND RAILS SHALL BE +___-- -w 4- ww_-- _-� � � � -' ,• h SCHEDULE 40 HOT-DIP GALVANIZED S 88643'00" W 21.35 -`� --+ _____ .___ ��--------•— ,�' STRETCHER r0 CLASS 1 STANDARDS PER ASTM -~ ��� A--120. LINE, TERMINAL AND GATE BAR BAND POSTS SHALL NOT EXCEED 1tl FEET STRETCHER g CHAIN LINK FABRIC No. 9 GUAGE IN SPACING. THE CORNER AND GATE 2" MESH, TWISTED & BARBED POSTS SHALL EXTEND 14" ABOVE FABRIC DIRT ROAD ' TOP k BOTTOM SELVAGE FOR THE PURPOSE OF DEAD-ENDING a TIES 4 24' CENTERS BARSWIRE. °o ZINC COATED STEEL (ASTM A392) N K WITH A CLASS 2 WEIGHT COATING OUTSIDE DIA. MINIMUM MINIMUM hry M (INCHES) Wi./FL DEPTH -----•---_-------------------- `, UNE POST 2.5 3.55 M. -y--�--_^-_w-__y----__,._ POST'S: CALVANIVED STEEL --- ..-._--_._.__.,,_._„__------ 1.1/2- O.D. LINE POST----____-_�__�ryyyy4y ^^� 3 B DIA. TRUSS ROD 2CORNER POST TERMINAL 3.0 5.10 36' - IN GATE 3.0 9.10 36" 2" TERMINAL POST TOP RAIL 1.63 2.27 NA ----------- —TENSION/—TENSION WIRE GATES SHALL BE CONSTRUCTED OF X44~ ` , / 2 INCH SCHEDE ( 5SULE 40/FT) GALVANIZED / \/ /\ /\/\ THE GATE FABRIC SHALL BE THE SAME AS THE SC's' ENCE FABRIC. ALL HINGES SHALL �// `C/\ i� •: �`S��/\�f\`Cf\`C/��// i� ;: � � BE HACKNEY TYPE. MALLEABLE HEAVY 1„ = 10' lU INDUSTRIAL HINGES WITH 180 DEGREE ' r MALLEABLE ATTACHMENT. PROJECT NO. 2500 PSI CONCRETE 1 1/2" O.D. LINE POST `% `• 2" CORNER POST 2' TERMINAL POST 96-054 -- T ---- :�;.;.:• ;,.,.:, 10• i� 6' CHAIN LINK FENCE DETAIL SHEET N NOT TO SCALE 3 OF 3 CONSTRTTCTION PLANS OF r CEL U- -L..AR COMM IONS 01 -'nR M- Fil -7 1 c� AYPOR . , X 33 PREPARED FOR AW Wlwlm sff vices PROJECTDESCRIPTION .............._.........-.... _._...... _............_._....... ..............-................-_..._._......_...T ..... _......_......._.... _ _.............._........................_............-....................._......._..._............_.............., PROJECT DIRECTORY 101 I to yq HOD DRIVE DEVELOPER/LESSEE: AT&T WIRELESS SERVICES THE PROPOSED DEVELOPMENT CONSISTS OF A 150 FOOT HIGH MONOPOLE 20 NORTH ORANGE AVENUE, SUITE 510 TOWER AND AN UN--MANNED, STATE OF FLORIDA APPROVED, MODULAR I �� I ORLANDO, FLORIDA 32801 EQUIPMENT BUILDING. f TELEPHONE: (407) 257-9954 Po 0 ( CONTACT: LOU GORODETZER THE TOWER AND MODULAR EQUIPMENT BUILDING WILL BE ACCESSED BY AN ` �� o EXISTING DRIVEWAY FROM EXISTING STEWART STREET. ` OWNER/LESSOR: THE EXISTING ZONING OF THE PROPOSED SITE IS ILW INDUSTRIAL LIGHT � I AND WAREHOUSE DISTRICTS. z THERE ARE NO WETLANDS WITHIN THE PROPOSED SITE OR WITHIN 50 FEET ' a ° Ldz THEREOF. a a 0 CIVIL ENGINEER: MELLICH—BLENDEN ENGINEERING, INC. WATER, SANITARY SEWER AND WASTE COLLECTION SERVICES ARE NOT n CHURCH Rono 1177 LOUISIANA AVENUE, SUITE 111 STEWART STREET WINTER PARK, FLORIDA 32789 REQUIRED FOR THE PROPOSED DEVELOPMENT. l ROAD TELEPHONE: (407) 647-4040 THE DESIGN OF THE TOWER AND TOWER FOUNDATION ARE NOT A PART I x CONTACT: STEVE MELLICH, P.E. OF THIS PLAN. i 1 SURVEYOR: GEODATA CONSULTANTS, INC. 1061 MAITLAND CENTER COMMONS �rBOULEVARD O la SUITE 216 ATLANTIC MAITLAND, FLORIDA 32751 TELEPHONE: (407) 660-2322 lal °�'�oq IA CONTACT: H. PAUL ddVIVERO, P.L.S. A BLVD. j O ANT C E3�EACN C1TY OF ING o�ric CINITY MAP_ ` AR 2 �`�`� VI NOT TO SCALE j ►Il t ---------- MAR 31996 PLAN SHEET INDEX Building and Zoning Hing SHEET DESCRIPTION COVER 2 SURVEY 3 SITE PLAN C-1 DATE DESCRIPTION nR9 ISSUES & REVISIONS ;; & Q . 101 yf`t r '•` 1 DRIVE P.O.V. NW CORNER OF GOVERNMENT 1 LOT 4 AND NW CORNER OF z 2-29 1 OSECTION 17- y a x D Me LLI G7 0 r n CHURCH ROAD t Imp ` STEWART STREET :1 n ,;'•.� . f W I LEVY ROAD rT1 r -1 y; y �0 � 1 BOULEVARD �,- 10 W riG ATLANTIC x~ ¢ 1 101 x o m° wv �♦ �o °^ o o°j♦ \ Dq •r:. , . ".:ic °! ' ♦°' M ♦°' ♦°' ♦ y N � BLVD. SSMH Z STEWART STREET +♦, -,� --- - - 5SMH SITE BENCHMARK A .yt. r I - (50RIGHT-OF-WAY) 4� 80D NAIL IN UTILITY PALE �� GRAPHIC SCALE ♦°' °411 ♦off ELEVATION=11.03 ♦°' 0 20 0 10 20 40 so INV. 9.04 ♦° ' y h �°� '�° ♦°' + :: ,�:;•.` r m♦o' ♦o + ♦o y+ + h VICINITY AP INV. 8 98 12"x18' ERCP^ +�?� °y ♦♦ r ♦o• 9� FLOWUNE OF 5WALE NOT TO SCALE £. SOUTH R/W LINE ♦°' �?� � - w 12" PINS "�`� ( IN FEET ) -� ry ♦ °pry .�♦ ♦ 217.35' N 88'43'00" E N 88'43'00" E N 88.43'00" E ♦o ♦om ♦°' a + 1 inch - 20 1L 33.00' - 200.00' __ �...��12' PINE 108.32' +♦ry ♦ RECOVERED REBAR k -- 79.03' 20.00 +♦ ♦♦' CAP LS 13872 \, 01 Cr''r 0.45' W ` 279.03' P,0.B. ♦ � 1B' PINE 10' PINE L. INGRESS/EGRESS 12' PINE o� fY P.O.B. EASEMENT +1♦° +` +♦ ♦�� PARENT TRACT o♦ RECOVERED REBAR ae + �1a" PINE GENERAL NATES: RECOVERED 1' IRON PIPE ,° CAP Ls Maa72 14' OAK 1. THE PURPOSE OF THIS DRAWING IS TO DETERMINE THE LIMITS OF THE NO IDENTIFICATION LEASE PARCEL AND INGRESS/EGRESS EASEMENT RELATIVE TO THE t I CAP SOUTH +� F fry 4' OAK PARENT TRACT AS DESCRIBED IN THE LEGAL DESCRIPTIONS SHOWN z 00 ♦ t., 1e' PINE0 HEREON, BY ESTABLISHING OR RE- ESTABLISHING CORNERS, MONUMENTS B7 ♦♦� .- + + 12 PINE AND BOUNDARY LINES; FURTHERMORE, TO ESTABLISH THE HORIZONTAL 3 I tV ��� + ♦`' ♦ry+ AND VERTICAL SPATIAL RELATIONSHIP OF THE NATURAL OR MANMADE 0 , r ♦ h FEATURES LYING THEREIN. a $� t` �! ♦rye ♦♦� ♦♦ry.'.y� ♦•�`� LEGAL DESCRIPTION n; ♦♦ ` ° ♦♦ PARENT TRACT I INGRESS/EGRESS EASEMENT 2. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT- w I OF-WAY LINE OF STEWART STREET BEING, N 8843 00" E. AN r AREA: 2,722 SQUARE FEET APART OF GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE ASSUMED DATUM BASED ON THE PARENT TRACT DESCRIPTION, , OR 0.063 ACRE+ 29 EAST DUVAL COUNTY FLORIDA MORE PARTICULARLY DESSCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE ATS THE PER O.R.B. 6198, PAGE 1110. A�'" I ♦ NORTHWEST CORNER OF SAID SECTION 17 SAID NORTHWEST C:.ORNER N , r I ♦' wry LD ♦♦� ♦♦P ♦♦ ♦♦ry 3. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON +♦♦ + + + + BEING ALSO THE NORTHWEST CORNER OF GOVERNMENT LOT 4; TTHENCE FOR EASEMENTS AND/OR RIGHT-OF-WAY RECORDS. p k p SOUTH 0 DEGREES 45'00" EAST ALONG THE WEST LINE OF SAID SFECTION x p 0 +♦' 0 17, THE SAME BEING ALSO THE WEST LINE OF GOVERNMENT LOT 4, A 4, NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN 0 LOF 00 DISTANCE OF 360.00 FEET; THENCE NORTH 88 DEGREES 43'00" EAST 0 ,� ^ 'n CONCRETE ¢ LOCATED EXCEPT AS SHOWN. I I PARALLEL WITH THE NORTH LINE OF SAID GOVERMENT LOT 4 A DISTANCE OF 33.00 FEET; THENCE CONTINUE NORTH 88 DEGREES 43 00" 0 PAVEMENT 5. VERTICAL DATUM USED: 0 8 EAST PARALLEL WITH SAID NORTH LINE, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 88 DEGREES 43'00" ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION y ^ •, z o ,, OF STATE HIGHWAY A1A LEADING SOUTH AT ATLANTIC BEACH, ABOUT ♦♦. ♦� N1 � +♦o ♦. ♦ EAST, PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4, A 0.8 MILE WEST OF THE OVERPASS OVER MAYPORT ROAD, SET ON THE o + DISTANCE OF 217.35 FEET; THENCE SOUTH 0 DEGREES 45'00 EAST + z + ♦♦^ PARALLEL WITH THE SAID WEST LINE OF GOVERNMENT LOT 4 A TOP OF THE EAST END OF THE NORTH CONCRETE WALKWAY FOR THE LARGE NEW HIGH RISE BRIDGE OVER THE INTRACOASTAL WATERWAY ., ,, „, DISTANCE OF 198.00 FEET; THENCE SOUTH 88 DEGREES 43'00" WEST ' x ':` ` c'. y,;:�=(1 a�' ;t T ;�I A T is PARALLEL WITH SAID NORTH LINE OF GOVERNMENT LOT 4, A DISIIANCE 13.9 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 11.4 FEET WEST OF THE EAST END OF THE WALKWAY QNV£ STORY ��J - OF 217.35 FEET; THENCE NORTH 0 DEGREES 45'00" WEST PARALLEL. WITH METPAL BUILDING a AND 1 2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR. SAID WEST LINE OF GOVERNMENT LOT 4, A DISTANCE OF 198.00 FEET TO / STAMPING: W 324 1970 I ♦ THE POINT OF BEGINNING. ELEVATION: 12.88 (NAND 88) Ln k ONE STORY ' ♦' ♦ - � � ° 6. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL + y + ♦♦' ,♦ ♦ry' METAL BUILDING t? '*+ ♦♦• y♦tJ + + OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, . '. : . ♦♦ 3 O ♦� + ♦♦� SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND p IS NOT VALID. "'� -'' '' 4' ♦� Di -� Cn ♦o w LEGAL DESCRIPTION , ,.';: ;;":.` ♦ BASKETBALL ♦' INGRESS/EGRESS EASEMENT MAL LA -� ALL THAT TRACT OR PARCEL OF LAND LYING IN A PARIT OF " 0 W O LO GOVERNMENT LOT 4 SECTION 17 TOWNSHIP 2 SOUTH, RANGE 29 EAST, !'' p CA, 21'28 o ♦4b 0 DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT PROPERTY ♦� 4 n ♦° ♦' ♦'v ` 0 DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THE I PUBLIC GEN `t N88'43 00 E +♦ 37.00 + + RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PAR11CCULARLY 13 ; 0 P.O.B. DESCRIBED AS FOLLOWS: • SET 5/8" REBAR & P.O.C. POINT OF COMMENCEMENT LEASE� o 00 ♦`' CAP LB 556 Z PARCEL O o COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID ° P.O.B. POINT OF BEGINNING 1n LEASE PARCEL NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF' SAID `1` SPAT ELEVATION GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DISTANCCE OF +♦ R/W RIGHT-OF-WAY AREA: 1,850 SQUARE FEET 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A DIS3TANCE 1 OR 0.043 ACRES OF 33.00 FEET TO A POINT BEING THE INTERSECTION OF THE EAST Ld TREE (SIZE AND TYPE SHOWN) RCP REINFORCED CONCRETE PIPE # o ry $ RIGHT-OF-WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF-WAAY LINE h :.a. ,♦ ♦♦ O ♦� ♦v ♦b „ INV. INVERT + 0 +,' + ♦ k♦h OF STEWART STREET; THENCE CONTINUE NORTH 88'43'00 EAST ALONG SAID SOUTH RIGHT--OF-WAY LINE OF STEWART STREET A DISTANCCE OF `Q' TYP. TYPICAL ry r ♦ti � � + -�--� WOOD UTILITY POLE +♦ r 279.03 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE I NORTH AND GUY ANCHOR 88'4300" EAST A DISTANCE OF 20.00 FEET TO A POINT; TTHENCE T;r 0 SOUTH 00'45'00" EAST A DISTANCE OF 99.14 FEET TO A ] POINT; OVERHEAD UTILITY LINES 1 Z V) THENCE SOUTH 21"17'00" EAST A DISTANCE OF 37.09 FEET 'TO A -�"� ''.- ti♦ti POINT; THENCE SOUTH 8$'43'00" WEST A DISTANCE OF 21,28 FEE=T TO l + A POINT; THENCE NORTH 21'17'00" WEST A DISTANCE OF 33.435 FEET 0SSMH SANITARY SEWER MANHOLE y c � !p;' 12' OAK��' OAK TO A POINT; THENCE NORTH 00'45'00" WEST A DISTANCE OF 1102.58 r, r "` S 88.43'00" W 37.00' r4' PINE ♦o' FEET TO THE POINT OF BEGINNING. WY ♦,�' ♦ WATER VALVE g +♦°� + +♦♦o +♦♦ L""s 107.57' 8' PINE +♦♦ 6' PINE CONTAINING 2,722 SQUARE FEET OR 0.063 ACRE MORE OR LESS. �` "J ♦° __ -------------- -------------------- -- - 1!.3 �"� rf� _ ----- _ y + - 217.35 -------_ ♦y S 88-43'00" W ^';vv ♦ RECOVERED REBAR & �_�` ♦♦• M CAP LS X13872 DIRT '�-- ' 0.10' SOUTH ROAD �--� , ry ♦♦ ♦♦. ______________ LEGAL DESCRIPTION S, . • , , _______________ __, ♦ GEDDATA CONSULTANT INC. -- ------+-- LEASE PARCEL BOUNDARY & TOPOGRAPHIC SURVEY SURVEYING & MAPPING AT&T WIRELESS SERVICES SITE: 2700 WESTAAU LANE ♦♦h ALL THAT TRACT OR PARCEL OF LAND LYING IN A PARTT OF GOVERNMENT LOT 4 SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, JX-33 MAYPORT MAITLAND, FLORIDA 32751 SUITE 137 DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT PROPPERTY F DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THE FPUBLIC VOICE: 407 880-2322 FAX: BBO-8223 A `A RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICUULARLY PREPARED FOR: No. DATE REVISION DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID ma wirdm +i NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID Orlando Cellular Telephone Company Inc. GOVERNMENT LOT 4; THENCE SOUTH 00'45'00" EAST A DISTANCCE OF 20 N. Orange Avenue, Suite 510 .,• `' 360.00 FEET TO A POINT; THENCE NORTH 88'43'00" EAST A DISTTANC£ Orlando, Florida 32801 OF 33,00 FEET TO A POINT BEING THE INTERSECTION OF THE EAST RIGHT-OF--WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF--WA\Y LINE (407)248-1221 OF STEWART STREET; THENCE CONTINUE NORTH 88'43'00" EAST )ALONG • CERTIFICATION: SAID SOUTH RIGHT-OF--WAY LINE OF STEWART STREET A DISTANCES OF I HEREBY CERTIFY THAT A SURVEY OF THE PROPERTY ^^•,} • ';:Y 279.03 FEET TO A POINT; THENCE SOUTH 00'48'00" EAST A DISTTANCE SHOWN HEREON 1�AS MADE UNDER MY SUPERVISION DRAWN BY: GSL CHECKED BY: HPV ?_ ,•� OF 102.5$ FEET TO A POINT; THENCE SOUTH 21'17'00" EASST A AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL DRAWING FILE: C0127SVY.DWG DISTANCE OF 33.43 FEET TO THE POINT OF BEGINNING; THENCE NORTH STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF 88'43'00 EAST A DISTANCE OF 37.00 FEET TO A POINT; TITHENCE PROFESSIONAL SURVEYORS April IifAI'AERS IN CHAPTER DATE OF FIELD SURVEY 01-06-1998 1 SOUTH 01`17'00" EAST A DISTANCE OF 50.00 FEET TO A FPOINT; BIGI7--�6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO `j `I THENCE SOUTH 88'43'00" WEST A DISTANCE OF 37.00 FEET ' TO A CHAPTER 472.027 OF THE FLORID_ A- STAT MRS AND THAT s... 1.°r.� FI1;LD BOOK 95"--2, PAGES 83-87 - r',.•� THE SKETCH HEREON IS A TR(iT1 . AND ACCURATE REPRESENTATION THEREOF 7'O TII1; RES OF MY" KNOWLEDGE •�,y� :'_,I POINT; 11-IENC£ NORTH 01'17 00 WEST A DISTANCE OF 50.00 FEEET TO THE POINT OF BEGINNING. AND BELIEF. SUBJECT TO NOTES AND NOTATIONS SHO pPN SEC. 17, TEPP. 2 S,, RGE. 29 E. CONTAINING 1,850 SQUARE FEET OR 0.043 ACRE MORE OR LESS. HEREON' DUVAL cavNT�; FLORIDA r F .1 CITY OFA , ,h F THIS�7 AY OF 19 DATE: SCA-LE.- JAN. CALE: JAN. .17, 96 1" 20' H. Paul deVivero, Professional Land Surveyor No. 4990 PROJECT No. SHEET yM g VALID ONLY WITH SIGNATURE AND EMBOSSED SEAL COI -27 OF 3 aIA too W GENERAL NOTES 1. THE PROPOSED DEVELOPMENT CONSISTS OF AN UN-MANNED, STATE Z OF FLORIDA APPROVED, MODULAR EQUIPMENT BUILDING AND A 150' 9 MONOPOLE TOWER. 2. THE MQDULAR EQUIPMENT BUILDING WILL BE ACCESSED OVER THE PROPOSED STABILIZED DRIVE. q h1ry ti� YoA �1 3. THE CURRENT ZONING OF THE PARCEL SHOWN HEREON IS ILW INDUSTRIAL LIGHT AND WAREHOUSE. 4. THERE ARE NO WETLANDS, OR FLOOD PRONE AREAS LOCATED WITHIN THE PARCEL SHOWN HEREON. NO TREE REPLACEMENT OR LANDSCAPING IS PROPOSED. 5. WATER, SANITARY SEWER, AND WASTE COLLECTION SERVICES ARE6,„, NOT REQUIRED FOR THE PROPOSED DEVELOPMENT. 6. SEED AND MULCH DISTURBED AREAS. la 00 6 +, of 7. THIS IS AN UNMANNED TELEPHONE EQUIPMENT FACILITY. NO WATER Q Q a 4 4 c:) :2 rn SEWER OR REFUSE SERVICE IS REQUIRED. r' < ~ 8. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP, SITE DRESSING ,�, w AND REMOVAL OF CONSTRUCTION DEBRIS. tp a 9. ALL WORK AND MATERIALS TO BE WARRANTEED FOR ONE YEAR. �a w 10. CONTRACTOR IS RESPONSIBLE FOR APPLICABLE PERMITS, INSPECTIONS x AND TESTING. �] a o a O � 11. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL SUBCONTRACTORS in 6 � o �, AND TRADES, ETC. ? +�.� � +� +h.” �,�� 12. ALL CONTRACTORS AND SUBCONTRACTORS ARE TO REVIEW PLANS, G� c + + SPECIFICATIONS AND SITE CONDITIONS AND REPORT ANY CONFLICTS 9 � z TO THE OWNER. '"' cn In ONE STORY METAL BUILDING CONCRETE PAVEMENT ? -j ►;1 w a fl � + {+�` ,1 ° 10' WADE DIRT DRIVE 1 � I I �6 BASKETBALL j SEED k MULCH DISTURBED AREA—\ `~ GOAL I I LA I I EXISTING SUBBASE COMPACT TO 95X MODIFIED PROCTOR 21.28' (STABILIZE TOP B' F8V 50 AS NECESSARY) \� A \ b N88'43'00"E ° 37.00' PROPOSED +~1N +� + MONOPOLE 16' SWING I GALE TOWNER I. LIMITS OF CONSTRUCTION I LEGEND: ; ' uul a 6' TREE (SIZE & TYI'PE SHOWN) 11.42' FENCED AREA TO BE 4" THICK on rn PROPOSED GRAVEL BED AND WEED INHIBITING cQ LEASE PARCEL STOOP FABRIC (SEE DETAIL) TYP. TYPICAL AREA: 1,$50 SQUARE FEET �„ s 0 z i s' CHAIN LINK FENCE i all A n OVERHEAD UTILITTY LINES OR 0.043 ACREf � ;� 9 U W n 0 m N � N F--- -- I ' C/1 I: _!9 — POWER POLE I I Nh�ry r] z y > �2 W lb a w -vim o +, + +^, SIGN I O Z) I MIRAFI SOOX (OR EQUAL) WEED INHIBITING FABRIC I 0 w In LIGHT POLE I + O j 4" THICK GRAVEL RED EXISTING GRADE STONE TO BE FDOT f57 I o z �~ a PROPOSED GRADE. -� 1 OP05ED 6' FENCE -V-� DRAINAGE FLOW AARROW COMPACT SUBBASE 95X MODIFIED PROCTOR C''3 S 88.43'00" W 37.00 t0' OAK GRAVEL DETAIL I 12' OAK NOT TO SCALE $ 1k C-09e PINE ���� i 10'-0' CENTER TO CENTER MAX. 0+'` +hA' I STRANDS OF BARBED WIRE I + + x_ x X x �1 + 8" PINE -x x x X x x x x J+iI 1---------- -- ..__--- TOP RAIL INSTALL CAP ARM DESIGNEE TO - - ------f --- PROVIDE A DRIVE FIT OVER THE TOP OF THE POST TO EXCLUDE �� g MOISTURE (FOOT INDEX 452) ALL POSTS AND RAILS SHALL BE ^^h IZED S 88'43'00" W 217.35 "" -�^--4.�---_- „---------------��4STRETCHER O CLASS STANDARDS SCHEDULE 40 DIP ER�ASTM BAR BAND A-120. LINE, TERMINAL AND GATE POSTS SHALL NOT EXCEED 10 FEET STRETCHER BAR CHAIN LINK FABRIC No. 9 GUAGE IN SPACING. THE CORNER AND GATE DIRT ROAD . 2- MESH, TWISTED Ac BARBED POSTS SHALL EXTEND 14" ABOVE FABRIC a TOP do BOTTOM SELVAGE FOR THE PURPOSE OF DEAD-ENDING TIES O 24" CENTERS BARBWIRF_ °D ZINC COATED STEEL ASTM A392) ry NB CK WITH A CLASS 2 WEIGHT COATING OUTSIDE DIA. MINIMUM MINIMUM (INCHES) WI'./FT. DEPTH POSTS: QALVANIVED STEEL PIPE - 11 ,, . O.D. 2.5 3.55 W. N -------___�...-,__._-_,_...-I-----__........-_�_.-__,.--„�_.___--._-__._�...,_.__._-__._.�,_--- 3B' "��-- - 3 8 DIATRUSS ROO 1"1/2' OLINE POST LINE POST 2CORNER TERMINAL 3.D 5.79 2" TERMINAL POST GATE 3.0 9.10 36" TOP RAIL 1.83 227 NA __----__ —TENSION WARE GATES SHALL BE CONSTRUCTED OF r t / /�/\/ \/\ / /\/\ 2 INCH 65 LBS/FT). 40 GALVANIZED I \ \ \ PIPE (3.65 LBS/F�. THE GATE \\ \\ �\ \\ :f \\ \' FABRIC SHALL BE THE SAME AS THE SCALE q I BE HA FABRIC. ALL HINGES SHALL 1 BE HACKNEY TYPE. MALLEABLE HEAVY INDUSTRIAL HINGES WITH 180 DEGREE r f MALLEABLE ATTACHMENT. 22500 PSI CONCRETE 1 1/2" O.D. LINE POST PROJECT NO. 2* CORNER POST _L-______ it y� 2" TERMINAL POST 96"-o54 -�A I:;�.;•:;•I �.:.,•:. SHEET 6' CHAIN LINK FENCE DETAIL NOT TO SCALE 3 OF 3 Ln 0 2 H �o S--1 i o 5,_0�� 5,_0�� GENERAL STRUCTURAL NOTES r o <X � r I GENERAL o -J a au rD 1,1 STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, AS ADOPTED AND v ° u - GROOMED ABRASIVEx s SUPPLEMENTED BY LOCAL REGUILATIONS, a FIN16H ON-LANDING 1.2 THE GENERAL CONTRACTOR AND H15 SUBCONTRACTORS SHALL CHECK, REVIEW AND VERIFY ALL cc o a PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO BEGINNING WORK WHEN, IN THE OPINION OF L3 2 0 E--� 4 Q C7 . THE SUBCONTRACTOR, A DISCEP)ANCY EXISTS, HE SHALL PROMPTLY REPORT IT IN WRITING TO "' v, z THE GENEREAL CONTRACTOR POR CLARIFICATION BEFORE PROCEEDING WITH THE WORK THE W Q4 w � N o GENERAL CONTRACTOR SHALL PPROMPTLY NOTIFY, IN WRITING, THE ATO WIRELESS SERVICES PROJECT Q rn '' N 0. I I MANAGER BEFORE PROCEEDING.. I Ii I I 13 DO NOT SCALE DRAWINGS. ,� cq c a 1.4 AN INDEPENDENT TESTING LABOR2AtORY WILL BE RETAINED BY CONTRACTOR TO VERIFY 501E rn „ _ o I I COMPACTION, CONCRETE STRENGxTHS AND OTHER REQUIREMENTSQ . iJ � o `i Ln T/PIN. GRADE: 1.5 NO CHANGES IN CONSTRUCTION FFROM THAT SHOWN IN THE CONTRACT DOCUMENTS 5HALL BE MADE �? uj S-1 IEL. 12,00' 1 i I WITHOUT THE SPECIFIC WRITTEN AFPPROVAL OF THE ENGINEER z I I 1.6 SEE CIVIL DRAWINGS PREPARED BY GEODATA CONSULTANTS, INC. a I LJ I m i 2 FOUNDATIONS O o 2,1 REMOVE ORGANIC MATARIAL AND) UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY 501L. r a 2.2 SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE ___- MAXIMUM DENSITY, E5TA5LISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASPM D-1557. rw____---_--------- _-__ ------------------------------------ -�w___-_--____-- � 23 REMOVE FREE WATER FROM EXC/AVATION5 BEFORE PLACING CONCRETE. _.,,_J I 2A PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR LI- I I BARRIER INSTALLED ON COMPAC=TED SOIL, 2.5 ALL WORK SHALL BE PERFORMECD IN ACCORDANCE WITH THE SOILS REPORT ISSUED BY ARDAMAN I AND ASSOCIATES, DATED FEB. 6„ 1996, FILE NO. 964606. j I 2.6 FOOTING DESIGNED FOR 1500 PSjF. I 2.1 BOTTOM OF ALL FOUNDATIONS 51-aALL BE 1'-2" BELOW FINISHED GRADE MINIMUM. I I 1 I I 3 CONCRETE AND REINFORCING Q S-1 i 6" CONC. SLAB W/6x6-WI.4xWI.4 WWF OVER 3.1 CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 1 (o MIL. VAPOR BARRIER ON 5UBGRADE I BUILDINGS (ACI 301-84). COMPACTED TO 95% OF MAXIMUM DENSITY. SEE NOTE 2.2. I 31 CAST-IN-PLACE CONCRETE 28-D)AY COMPRESSIVE STRENGTH SHALL BE 3000 P51 AND CONFORM TO ® � ASTM C94, W j I 33 AGGREGATE SHALL BE FDOT APPPROVED #5-1 (1" MAX) CRUSHED GRAVEL. IF CONCRETE IS TO BE f~---- T/ SLAB T/ FIN FLOOR I PUMPED, PROVIDE MIX WITH 5UPER-PLASTICIZING AGENT AND USE PROPER SIZE PUMP FOR THIS I — I AGGREGATE. i EL. 12.1-1' EL. 12.50' I 3,4 REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH 0 1 I , SUPPLEMENT (51), MARKED "S". FREINFORCING STEEL SHALL NOT BE WELDED. (� I 3.5 WELDED WIRE FABRIC SHALL COPNFORM TO ASTM A-1.85, LATEST REVISION. 1 1 3.6 LENGTH OF LAP SPLICES SHALL BE 36 BAR DIAMETERS ONLE56 OTHERWISE NOTED. I 3.1 AT CHANGES IN DIRECTION OF CONCRETE FOOTINGS, PROVIDE STANDARD 90 DEG. BEND.-IN ALL _ BARS. -- �--� L 3.8 PROVIDE CONCRETE COVER OVEER REINFORCEMENT AS SHOWN ON DRAWINGS. C[ 3.9 ALL CONCRETE SHALL BE PROPPERL r VIBRATED. W 3.10 SLABS SHALL HAVE NO HORIZONTAL JOINTS. M 3.11 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH AGI 318, ASTM G-31 AND ASTM C-39. 3.12 AT41T WIRELESS SERVICES PROJECT MANAGER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN 27 '9" ADVANCE OF ANY CONCRETE POUR AND SHELTER PLACEMENT. 3/4" CHAMFER T/FIN. GR,4'DE TYP ALL EXP05ED EDGES 4 MISCELLANEOUS METALS EL. 12.00' 4.1 PLATES AND STRUCTURAL 5HAPEI6 -- ASTM A36 FOUNDATION PLAN SCALE: 1/2"=1'-0" X CD JOB NO, 960295 HOLD DOWNS 4 GONG. ANCHORS ° TO BE DESIGNED, SUPPLIED 4 INSTALLED BY MODULAR BUILDING MANUFACTURER L01 (MIN.-4 PER STRUCT) SECTION A-A I/2" BITUMASTIG PREMOLDED PRE-CAST CONCRETE JOINT FILLER BUILDING ELEMENTS T PRE CAST CONCRETE YA—�A v BUILDING ELEMENTS S-1 (BY OTHERS) (BY OTHERS) SEE PLAN Q CONC SLAB ON GRADE CTRD. (TYPICAL) SLOPE 7 4 3/4" CHAMPER T/SLAB x TYP. ALL EXP05ED SEE PLAN x x * u, F- Y T/SLAB II x x x S" MAX � � � Q � SEE PLAN — X — X x EDGES ,, , ,,, ,� „ 1 4 [, �,;rI�,�L� I 11 �= _ 8" TYP q I 7 r=T—Tl`f 1T``- I �[ I x ��--�-� GRADE TT�T�-T1 i �Tf i I I I T I I i 1 FINISH GRADE �� 1 �� SEE PLAN x COMPACTED SOIL TO �TI i I I III ( PLAN • . I 8' MIN 95° MODIFIED PROCTOR �� �� _ L--_—___— ---_--_— VAPOR BARRIER — SEE 0 14 u I 8, " 56 12" 11-40 4 5 GOVT. -� BENT 90" 6 CORNERS Q w smi TIE DOWN ' DETAIL STOOP DETAIL SCALE: 3/4"-1'-0" SCALE: 3/4"--l'-O" OF 1 2 � IS7�- N: \PR0J\960295\DWG\60295--1 Plot date: 03.08.96 Time: 11: 05 : moUNDING ERAL"NOTES: T4 GEN REFERENCE ERI SITE GROUNDING STANDARD FSU 9E1931 REV. B .: • 1- 4/ 94 � � � � � ' . .� .. TO FENCE L _L 4 r- 2- ALL EXTERIOR GROUNDING OND TOP'OF~CROUNDING�RODS.SHALL BE BURIEb.AT S NOINEi_SYMBOLE CORNER POST A TELECO J-BOX :. A DEPTH OF 36 INCHES BELOW EXISTING GRAD!~ r. B Q 5/8 DIA. X.,10 LONG COPPERCLAD ._. _ _ G _-�_._ _ G —._.. .. _._._._._._ G ................._.. Z 3— PROVIDE ADEQUATE LEAD LENGTH FOR CONNECTION TO ALL FENCE CORNER GROUND ROD. ._ B _ .— I POSTS, FENCE CONNECTION SHALL, BE CADWELD GROUND TO POST. •, 010, E CADWEl0 CONNECTION I G � 4- GROUND ROD TO GROUND CONDUCTOR CONNECTION SHALL BE CADWELD GROUND-RODS SHA B 5 8" DIAMETER�X"1D'.LONG COPPERCLAO G --- 2 GROUND RING CONDUCTOR �' j J I A/C UNIT (TYPICAL). " LL. !� / � � � BAR SPACED ON.MAXIMUM,l0 ON CENTER(TYPICAL) / M j �' ERICSSON GROUND ■ MECHANICAL CONNECTION �• . ... -_ f 5•- EXTERIOR GROUND GR(kND'RING-CONDUCTOR AND GROU0.CONNECTIONS SHALL % BURIED A MINIMUM OF T UNDERGROUND CONDUIT WITH PULLSTRING '` W BE A MINIMUM OF �2 AWG: BARE SOLID COPPER,, G ry G H ' EXTERIOR GROUND BUS E G 36 INCHES BELOW EXISTING GRADE IN 95 % COMPACTED SOIL, 2 FEET FROM �l t "' THE BUILDING FOUNDATION, WITH ALL BENDS MINIMUM OF1 INCH RADIUS j M ( PROPOSED I W C COPPER ENTRY PLATE ERICSSON GROUND L c`t MONOPOLE i 'p� w S� PROVIDE BUILDING PENETRATIONS WHERE REQUIRED WITH 1/2" SCHEDULE.. 40 BAR TOWER PVC SLEEVE MOUNTED AT A 45 DEGREES. ! 0 PROPOSED STATE APPROVED UNMANNED E 1 ,� MODULAR EQUIP. BLDG. I I W 7-- ALL GROUNDING DOWN CONDUCTORS SHALL BE INSTALLED IN 1/2' SCHEDULE ANTENNA TOWER 40 PVC SLEEVE TO A DEPTH OF 18 INCHES BELOW EXISTING GRADE V GROUND BUS I J SWITCH ( i j DISCONNECT C �'", ' ' 8- GROUNDING BONDS ON,GATES SHALL BE 1: INCH WIDE COPPER OR BRONZE G` 200 A MAIN t o BRAIDED BELT CADWELDED TO POSTS. M I ! /C UNIT; C 9- ALL MECHANICAL CONNECTIONS TO Lo GR( 1 p GROUND BUSES SHALL BE BY L ` •�•` G _ _ _ _ _ _ .r D U CADWELD CONNECTORS. NO HIGH PRESSU E CONNECTORS SHALL BE USED. N A 10-• ALL CONNECTIONS TO TOWER LEGS SHALL BE EITHER CADWELDED TO SOLID A C F B j TOWER LEG OR BE BRASS, CLAMP TYPE FITTINGS TO HOLLOW TOWER LEGS. DO NOT CADLWED TO HOLLOW TOWER LEGS. / L B L 11- ANTI-OXIDATION COMPOUND SHALL BE USED ON ALL MECHANICAL CONNECTORS, P THE CONTRACTOR SHALL BE RESPONSIBLE / TO FENCE i 12- NSIBI.E FOR A GROUND RESISTANCE TEST f� ;k ` .. . . CORNER POST REPORT; THE•OUTSIDE,GROUND RING SHALL BE TESTED AFTER INSTALLATION POWER ,COMPANY PEDSTAL MOUNTED / TO FENCE BUT PRIOR TO BACKFILLING THE GROUND RING TRENCH. THE GROUND FIELD TERMINAL CABINET (BY POWER COPMANY) CORNER POST RESISTANCE SHALL BE 5 OHMS OR LESS.. THIS SHALL BE MEASURED USING COORDINATE WITH POWER COMPANY A BRIDGE "MEGGER" TEST SET SUCH AS BIDDLE 250200, MINIMUM TESTING PARAMETERS SHALL BE AS DICTATED BY THE TEST EQUIPMENT MANUFACTURER PROVIDE OWNER WITH TEST RESULTS GENERATOR F EMERGENCY M RGERCEQUIP. _... .... ...... .. .:...... .--......... ........ .....-...... _ .. . ....._-,..... ..............._., r....,.,.__--- -� 13- THE CONTRACTOR SHALL SEAL /FOAM ALL EXTERIOR PENETRATIONS WITH CLEAR SEALANT I I WORK CBE PERRORMED j I NOT IN THIS CONTRACT t 14-• THE CONTRACTOR SHALL_ SUPPLY AND INSTALL THE COPPER ENTRY PLATE, THE EXTERIOR I I UNDER THIS CQNTRACT + BY OTHERS (WHERE APPLICABLE) i GROUND BUS AND THE CRICSSON GROUND BAR. ANTENNA GROUND BUS BY TOWER MFR. 15-- TELEPHONE CONDUITS SHALL BE BURIED AT A MINIMUM DEPTH OF 36 INCHES j I BELOW EXISTING GRADE L__... _—_ i W i 3 #310 AND 1 f4 GROUND Q GENERAL ELJ=QllQAL NOTES: IN 2 PVC UNDERGROUND K E n,- 1- CODENFPA 70E 993 EDITION ANDC�OCAL CODES THE NATIONAL ELECTRICAL CONDUIT { ..t H y_ { ( ) REQUIREMENTS. w..... ... IWJ 2W- INCOMING POWER SHALL BE 200 AMP, 240 VOLT, 1 PHASE, 3 WIRE. }--- 3••- ALL CONDUCTORS SHALL BE STRANDED COPPER, THWN OR THHN INSULATION M SOCKET M 1.• _ ' UNLESS NOTED OTHERWISE. COMMERCIAL ITER MOUNTED .... . ..... .._ _-. . .__.._ .. ... _ . . . ._. ...... __. . -.- . .. ... -........ . ....... __. .... .... . _. . . .._...... .. . ... . .. .. . .. .... ... ... ...._ .......-w . ..__. `L- ALL.UNDERGROUNp CONDUITS ARE TO COMPLY WITH LOCAL CODES AND SHALL ON BUILDING EXTERIOR L._L__� TH BE SCHEDULE -40 PVC,, BURIED A MINIMUM OF 36 INCHES BELOW GRADE,,WITH LONG RADIUS BENp. AND INSTALLED WITH NYLON PULL STRINGS. PROVIDE MINIMUM OF TWO"(4) INCHES PVC CONDUITS TO EDGE OF PROPERTY LINE (OR AS MOWN. ON ELECTRICAL SITE PLAN)FOR TELEPHONE COMPANY'CABLES. ___.._j 200 AMP HEAVY DUTY MAIN BUILDING (� 5- LOCATION OF PRO PO.WE,RvRISER POLE OR PAD MOUNTED TRANSFORMER DISCONNECT SWITCH NEMA 3R ENCLOSURE SHALL BE APPROVED AND PLACED BY THE UTILITY COMPANY. MOUNT ON BUILDING EXTERIOR SITE PLAN """' GROUNDING PROVIDE ELECTRICAL.--SERVICES AND CONDUITS FOR METERING IN ACCORDANCE WITH THE UTILITY COMPANYS REQUIREMENTS. SCALE 1/4" 1'-0" Q 6�- THE CONTRACTOR•'SHALL-BE.RESPONSIBLE FOR CONTACTING AND SCHEDULING OF THE UTILITIES (POWER) FOR;INSTALLATION AND INSPECTION AND FOR OBTAINING ALk REQUIRED PERMITS: SERVICE GROUND PER NEC 7` MAIN BUILDING SERVICE DISCONNECT:SHALL BE; 200 AMP, HEAVY DUTY, NEMA } 3R WEATHERPROOF ENCLOSURE:. ' 8- PROVIDE 120X12"X6" PVC JUNCTION BOX FOR TELEPHONE COMPANY PORT. 2 (4") PVC CONDING 12X12X6" MIN. PVC U 9- CONTRACTOR. SHALL INSTALL SERVICE FEEDER FROM POWER COMPANY PEDESTAL I. 6'--�- -i NYLON PULL STRITELCO PULL BOX AT BASE OF POWER POLE. 1 - E RESPONSIBLE FOR REMOVING DEBRIS. LIGHTNING ARRESTOR GRAPHIC SCALE W 10- CONTRACTOR SHALL B i PROVIDE 3/44* METAL CONDUIT FROM WAVE GUYBRIDGE TO MAIN' ELECTRICAL PANEL to o a to zo 4a _ .. a:, .. �D FOR TOWER LIGHTS WHERE APPL.ICABL.E i.. ..• • PROVIDE 24" SQUARE PRECAST t• ; :'; EXACT LOCATIONS OF TEL ( IN FRET ) HANDHOL.E, BROOKS PRODUCTS s d TWO 10' EACH GROUND ROD. TIE: CONDUITS TO BE COORDINATED IN FIELD OR EQUAL OPTIONAL TYPICAL DING PLAN NOTES SERVICE GROUND INTO BUILDING GROUN WITH TEL COMPANY ��- T _... c� COUNTERPOISE SYSTEM �� O EXTERNAL BUILDING/ TOWER GROUND RING CONDUCTOR, 12 AWG SOLID BARE . . . <':, � r'-a � JOB N0. AT—JX-33 COPPER TINNED. EXACT LOCATIONS OF POWER ;/ r � PROPOSED STATE APPROVED UNMANNED _ _ . t r�k[; T ,Akfi .Y}WLR!' CONDUITS TO BE COORDINATED IN FIELD r - MODULAR EQUIP. BLDG. i © PIGTAIL TO HALO GROUND (SUPPLIED WITH BUILDING), 12 SOLID COPPER WITH UTILITY COMPANY - TINNED, INSULATED (GREEN). PROVIDED WITH STATE APPROVED ' MODULAR BUILDING. PROVIDED BY OTHERS w _ __.. ...... .. C TO MAIN BUILDING SERVICE DISCQNNECTPFR NEC .i. ._. _. .. ._. . ...... u�' .�" � _ TO SURGE ARRESTOR (SUPPLIED WITH BUILDING), #2 SOLID CAPPER TINNED, 200 AMP MANUAL TRANSFER SWITCH i - INSULATED (GREEN). t' .; ':_. i TO ERICSSON MASTER GROUND BUS ON INTERIOR OF BUILDING, #2 AWG SOLID 4 �8 IN 1" PVC OR EMT CONDUIT !. , BARE CAPPER TINNED, `� 3 #310 AND 1 ,�4 GRND. us TO FUTURE ACCESSORIES, AWG SOLID BARE COPPER TINNED. q w: ,, . .- ._ . . __. ,,� IN 2 UNDERGROUND PVC G TO TELEPHONE GROUND BAR, J2 AWG SOLID BARE COPPER TINNED. ! SURGE ARRESTOR CONDUIT I ., UTILITY SERVICE DETER a COAX ENTRY PORT BAR MOUNTED ON BUILDING EXTERIOR, J2 AWG SOLID BARE f; AND DISCONNECT TCH _•w _,w_. .... COPPER TINNED. : . - _ ;. .. ...�.�.. ; . _.._..:. __... ... . x , ! , w a UJ" I� TOWER GROUND BUS TO EXTERIOR GROUND RING GROUND ROD, #2 AWG SOLID C«� 0'UM i " � BARE COPPER TINNED. ! AREA, :,J �:a:!��r2E :F:'� x J TO COPPER ENTRY PLATE GROUND PIGTAIL, #2 AWG SOLID BARE COPPER 3 13/0 AND 1 14 GROUND IN 2" TINNED WITH CADWELD LUG CONNECTIONS SS BOLTS H PVC OR EMT CONDUIT TO FENCE GATE: HINGE JUMPER -- FLEXIBLE BRAID CONNECTOR (OR --. _... _..___.._.� EQUIVALENT) FROM GATE TO POST. -__ .. .__..____.�..._...._..._ _. . .._ _...._. ........_ .,._ .._._. .....�___. .....w..__w .F r ` ... ` .'6 , by r�i��'l1�1 i,�l.. L TO FENCE CORNER.POSTS, #2 AWG,SOLID BARE COPPER TINNED. TO TOWER LEGS, 2 AWG'S011D BARE COPPER TINNED. 200 AMP MAIN BREAKER PANEL BOARD ........ .______. _ ....._......._ __..___-. ..... ._....... _._�._.._...__ �. i ^ I , TO A/C UNIT HOUSING 2 AWG S V OLID.BARE COPPER TINNED. _... . .... _.. ..... i TO CABLE BRIDGE SUPPORT POSTS. 2 AWG SOLID BARE COPPER TINNED: (TYPICAL FOR ALL CABLE~ BRIDGE SUPPORT POSTS.) P MECHANICAL NEC + HANDRAIL GROUND MEGH CONNECTION) WHERE APPLICABLE. ) i r• r _ i TO. GENERATOR, PROPANE FEED LINE, #2 AWG SOLID BARE COPPER WHERE APPLICABLE f ' r TO GENERATOR:HOUSING, 12 AWG SOLID BARE COPPER WHERE APPLICABLE �. ___ �._,.__-____••�._._ � -. �,� t �S TO UNDERGREl OUNQ'PROPANE TANK SUPPORT, 12 AWG SOLID BARE COPPER r COPPER WHERE APPLICABLE SITE PLAN �- ELECTRICAL OTO UNDERGROUND PROPANE TANK FEED..LINE, #2-AWG SOLID, BARE LJI/`'1GRAVVI I QF COPPER.WHERE APPLICABLE ROWER R NO S ALE