Loading...
FDG Flagler Station II LLC - Guava Drive - Wireless Telecommunications Co-Location Facility - 07-29-20131=1)(31171a e.r .station 1,1. LLB SITE ID: PIFECO. 9N9 EDGEWATER LANDING WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILITY GUAVA DRIVE, EDGEWATER. FLORIDA PROPOSED 149''MONOP'OLE TOWER WITH. ANTENNAS AN GrlOUND EQUIPMENT DIRECTION TO SITE* FROM THE INTERSECTION OF GATE PARKWAY NORTH AND SOUTHSIDE BLVD IN JACKSONVILLE, TAKE SOUTHSIDE BLVD SOUTH 3.9 MILES TO RAMP ON RIGHT FOR I-95 SOUTH. TAKE 1-95 SOUTH 95 MILES TO EXIT 244 AND TAKE RAMP RIGHT FOR SR-442 TOW ARDS=OAK HILLIEDGEATER, TAKE SR-442 (W INDIAN RIVER. BLVD.) EAST FOR 2.8 MILES AND TURN RIGHT ONTO GUAVA DRIVE. TRAVEL. SOUTH ON GUAVA DRIVE 1.4 MILES TO SITE ON RI+3h7' . f �4 j �� vs VICINITY MAP LOCATION MAP SITE INFORMATION FINAL SITE DEVELOPMENT F4---.-.ANS POWER FPL COMPANY. PH. (800) 37 -2434 TELEPHONE AT&T COMPANY: PH:1-877-253-0009 UTILITY COMPANY ZONING. CLASSIFICATION: JURISDICTION: LAND USE: TAX PARCEL NO,,: PARKING: R/ CITY OF EDGEWATER RR ROW 402-01-- 10: NONE REQUIRED ZONING DATA ALL WORK AND MATERIALS .SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED :B•Y'THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUE© TO PERMIT WORK NOT CONFORMING TO THESE CODES, 1. 2010 FLORIDA, BUILDING CODE 2. NATIONAL ELECrPdC CODE (NEC) WTTH LOCAL AMENDMENTS LATEST ED. 3. ANSI/ Tom/ EIA`AMJCABLE STANDARDS,. 4. LIFE SAFETY CODE NFPA - 101-2000 5. AMERICAN INSTiT )TE OF STEEL CONSTRUC ON SPECIFICATIONS (RISC) UNDERWRMRS LABORATORIES (U.L ) ?« LOCAL BUILDING CODE 8. CITY/COUNTY ORDINANCES CODE COMPLIANCE STONECYPHER SURVEYING INC, 1221 NW 16th AVENliE, GAINESVILLE, FLORIDA 32501 PHONE: 352-379-0948 CONSULTANTS SHEET NO., DESCRIPTION T1.00 COVER SHECT C1100 LEGEND, ABBREVIATIONS Br. GENERAL NOTES C1910 GENERAL NOTES C1.20 LEGAL DESCRIPTIONS C1*30 SOUhDAR �" INFORMATION MAP G2000 EXISTING FEATURES PLAN CL01 TOWER LOCATIONMAP t C2.10 �C2.20 MASTER SrTE PLAN PROPOSED IMPROVEME1 TS PLAN t[ C3.00 ELEVATION ION VIEW C3.10 ENGINEERING DETAILS C3.20 WALL DETAILS C3.30 GATE DETAILS 1 ELOO GENERA. ELECTRICAL NOTES AND SYMBOLS E2.00 ELECTRICAL PLAN E3:00 GROUNDING PLAN E4.00 ONE -LINE DIAGRAM & H-FRAME DETAIL ES.DD ELECTRICAL DETAIN E6,00 ELECTRICAL DETAILS z SHEET INDEX Professional Engineering Certificate of Authorization No.: EE 7793 FLAGLE r 4601 Touchton Rd. Bldg. 300, Suite 3200, Jacksonville, FL 32246 T: 904.450.4833 1 C: 904.449.3565 ' m ASV G RCS U INC. 17 C L. ENGINEERS AND LAND SURVEYORS P.O. BOX 110o BOONE, NC 28607 PHONE; 82€-297.3333 SCALE VERIFICATION Q .. 211 BAR IS TWO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY, NOT TO SCALE THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WnHOUT THE EXPRESS WRM*ENCONSENT OF D Y NAN GROUP, INC. ........... REVISIONS t�s DrESMMilt DATE APPROVALS BY: DATE: PR.DJ. MANAGER: PROPERTY OWNER: DESIGNED: 3AE DRAWN. JAE CHECKED: GAM DATE. 7-11-13 305 NUMBER: CAD FILE: PARA.IF -,BID •. �. • �`� •� a . FIDRI 308 INFO3RMATI oI I i i i ! � SITE LDR- PIFEC FW 129i9 EDGEWATER LANDING. lilt'IRELESS TELECOMMUNICATIONS CO -LOCATION FACILITY EDGEWATER., FLORIDA SHEET TITLE COVER SHEET SHEET NUMBER T1 mOO juawdolma 4 " 00Z 6 Zinr J3AI333U LEGEND EIST`ING PROPOSED Contour i. � <j 0 — -- > ». ' MH 2* a r ita ry Se wer L. ine & Manhole end Valve - T ':�6Y. .dw.-•rNt mow✓' e�� i1 fpt^C��'�M�� 2! q�st� ��'"%'^�' 2l f�1�j` �y��$ �f�/M�j y,y (.. o ! < 5 1 {.... �) F l./ & [ r�f'.S S F i (I/�) jf}�/'M^�' �I/' R 'V T i 1��I one — Underground Flee"" LineS Overhe ad Po we, Line Gas N ��` `�• �• ......:.:. . ( d F t l t� ), M.�{ )' 4�t j B a �T i \M d Barbed ■ 11 111�.�1�1w�ll IIIM1W Wood Few' W Security Fence (Choi'L` k) -0 0 a 0 L. 1g, h t � lephone Pedestal _,BUY Anchor vnf�y}✓./�S . < $ fyM o�N'�� H'�1'�f rn ... '}/��^^� ............... ToBe j}fv.�� r P e♦.a x rxo Tree ,� rYi . r ,. i `t. Shrubs P Benc ar Gt i Y e l iJ' irf mp a,✓ u f >> Limits 7-7 �_.o crete SurfaceC 1NK �09090e44o 4 + ;F e c 0 o u t E rg (0 <.. 10or Elevat€or. FF.= Tree rrlc de —Ts Ne. w Silt :Fence Line il Drainage Swale Area Drain .... .... .. Ea torCurb Inlet �y4��',j�. �/�I)� {�^' J}�^yt�tJ yam. t1 �'�" � J p/v� f)M � }� j'�,� j66 ��..+....e ,t�t��i r - }r{day �/I,�[{ s . jyl;� vN' t S T � 3 ''S': t Ali L✓ b Ce. l ':,,f + �,r' f tt ti f i 11► - V t 4 6 k37 W Sot Ele va do ..:.:.:.:.::� •Yii.mi:..wmw f*re tio, of Surface Dro1nage: Flow Mote: This stcrdard legend a. / incl,usive and may inclu `.p items s not found in #s set of plans. GENERAL CONSTRUCTION. NOTES: 1. EXISTING FEATURES SHOWN HEREON ARE BASED ON A FIEL[3 SURVEY PERFORMED BY STONECYPHER SURVEYING, INC., DATED DUNE 11, 2013, 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A BOUNDARY SURVEY- PERFORMED BY STONECYPHER SURVEYING, INC,, DATED JUNE 11, 2411 . BENCHMARKS SHOWN HEREON ARE FOR THE'EXPRESS PRESS USE OF THE CONTRACTOR IL PERFORMING WORK ON THIS PROJECT, BENCHMARKS ARE BASED ON NAVD 19880 4. THE FUTURE PREFABRICATED MODULAR STRUCTURES OR EQUIPMENT CABINET STRUCTURES LOCATED IN THE TONER COMPOUND WILL BE UNMANNED. THEREFORE, A LOCK ALLOWING EMERGENCE'' VEHICLE ASS THROUGH THE SECURITY GATE IS NOT REQUIRED. IF EMERGENCY VEHICLE ACCESS IS REQUIRED, A LINK IN THE LOCKING CHAIN CAN BE CUT - TO ALLOW FOR ENTRY INTO THE TOWER COMPOUND AREA* 5, THIS IS AN UNMANNED RESTRICTED GROUND SITE THAT WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC WIRELESS TELECOMMUNICATIONS SERVICE. S. THIS'- FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA ENERGY REVIEW CODE, NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 7, MAINTENANCE CREW, (TYPICALLY ONE PERSON PItR WIRELESS CARRIER), WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH TO THE PROPOSED FACIL][Ty, B; THE CONTRACTOR. IS RESPONSIBLE FOR PROPERLY DISPOSING. OF'ALL DEMOLITION MATERIAtS, AND ANY DEBRIS OR TRASH GENERATED DUE TO CONSTRUCTION, AT AN APPROVED REDRMINED OFF -SITE LOCATION IN A MANNER. DRMINED BY THE LOCAL REGULATORY AGENCY. 9• ALL DISTURBED AREAS NOT DESIGNATED FOR DEMOLITION, REMOVAL., OR IMPROVEMENTS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AFTER THE COMPLETION OF NEW NSTRUCfION WORK. ALL DISTURBED AREAS AT MINIMUM SHALL BE FERTILIZED, SEEDED AND MULCHED. 10, THE CONTRACTOR SHALL VERIFY, UPON COMPLETION OF THE DEVELOPMENT, THAT THE SITE IS PROPERLY STABILIZED AND ALL INDICATED S ALES AND EROSION CONTROL DEVICES ARE CONSTRUCTED AS INDICATED. ON THE PLANS. 11. CONSTRUCTION SHALL. CONFORM TO THE CODES AND STANDARDS REFERENCED- INCLUDING THE INDICATED SECTIONS OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,,THE FDOT ROADWAY AND Tk%FFIC DESIGN STANDARDS, AND THE C1W OF EDGEWATER LAND DEVELOPMENT CODE AND TONER ORDINANCE, 12m, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE GENERAL CONTRACTOR. WITH LOCAL GAS AND ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 130 -SITE GRADING SHALL MAINTAIN EXISTING SURFACE FLOW CONDITIONS, THE TOWER COMPOUND SHALL BE GRADED TO ENSURE STORM WATER RUNOFF AWAY FROM TOWER AND EQUIPMENT PADS. 4 ;AIL MATERIALS FOR FILING SHALL CONFORM TO AASHTO SOIL GROUPS A-�� A- 3 OR A-4-ANDSHALL BE PLACED IN TEN INCH LOOSE LIFTS TO THE GRADES SHOWN ON THE .PLANS. EACH LIFT SHALL BE COMPAD M 95% OF THE MODIFIED PROCTOR. MAXIMUM DRY DENSITY (ASTM D1557 METHOD D)! 1S. -ALL. FILL SHALL BE i. n1 OR FIELD DENSnY.: I TESTS SHALL BE TAKEN IN EACH LIFT OF FILE. AT LC�CATIONS DESIGNATED BY THE OV�NER'S REPRESENTATIVE, 16. ALL TESTING SHALL BE PERFORMED BY QUALIFIED TESTING LABUNDER THE DIRECTION OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, T RESULTS SHALE. BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW* THE CONTRACTOR SHALL BEAR ALL TESTING EXPENSES. MI Q.• G� N SE CALL BEFORE.'YO DIG a, e A33 [Sunshine State On Cal! �$ .Z No. 811 or .-80432-4770 ��� � � . ffi � •'. ATE � , •... • 01090 ABREVIATIONS • /C AFG ASPHALTIC/CONCRETE ABOVE FINISH CRANE JB Lis JUNCTION BOAC LANDSCAPE l ; a a EEC A/C PAVE BFG BELOW FINISH CRANE PAVE PAVEMENT { CL CENTER LINE RfW RIGHT OF WAY CONC. C&G CONCR CURB AND GUTTER S TOS SIDE WALK INDICATES AREA: OF PAVEMENT E/P EDGE OF PAVEMENT TOB TOE OF SLOPE TOP OF BANK TO BE DEMOLISHED EX F. BASTING VUA VEHICULAR USE AREA : FINISH FLOORr CATER N � r/'��`.,'� ��'P `� INDICATES GRASS AREA FDOT FLORIDA DEPARTMENT' OF TRANSPORTATION DETAIL DEStGr,AUaN DETAIL CALL OUT G? D QEfAIt SHOWN 014'THI5 SHEET # E{ T N DEATIQN +//^'�'�� �j SECTION CALL OUT -.L U SECTION SHOWN ON THIS SHEET 9 Professional Engineering C rdflCate Of Auth rIzation No.: EB 7793 FLAGLEW 4601 Touchton Rd. Bldg, 304, Suke 3200, Jacksonville, FL 32246 T: 904.450.4833 1 C: 904.449.3565 BAN GR YP INC. CIVIL ENGINEERS AND LAND SURVEYORS P.O. BOX 1100 SWNE, NC 28607 PHONE: 828-297-3333 SCALE VERIFICAjtl1�T.0N W �ii1O1111111 11111111111I✓tIYYlY1 n 211E �•l BAR ISM INCHES ON ORIGINAL DRAWINGt IF NOT TV40 INCHES ON THIS SHEET, ADJUST SCAL ACCORDINGLY. NOT TO SCALE THIS DRAINING MAY NOT BE COPIED CAR REPRODUCED W THOUT THE EXPRESS WRJC7EN CONSENT DE DYNAN GROUP, INC. REVISIONS NO, fJ"i. Mp i 041 DATEBY* i�PPRC}UALS DATE: r ROI .MANAGER: PROPERTY OWNER., DESIGNED. JAE DRAWN: JAE CHECKED; GAM DATE. 7-11»13 348 NUMMR. 22G-02-M FILE. PARk1FM.EDGEWATERCUS.DWG ZA&ERALD A. MUMMEY • ��1% REGISTRAT?t3N No,: +43365 3OS .INFORMATION Sr • E +III D; PIFECO0129,9 EDGEATER LANDING VaRELESS TELECOMMUNICATIONS CO-LOCATIONFAMITY EDGEWATEk FLORIDA SHEET TTTLE LEGEND, ABBREVIATIONS & GENERAL NOTES SHEET NUMBER 0 GENERAL CONSTRUCTION NOTES (CONTINUED 17, SUB GRADE WORK - THE.CONTRACTOR: SHALL CLEAR AND STRIP THE. AREA TO BE STABILIZED AND EXCAVATE TO THE TOP OF THE SUBGRADE. THE TOP OF THE SUB GRADE SHALL BE PROOF ROLLED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO LOCATE AND IDENTIFY SOFT'SPOTS, SOIL MATERIALS IN SOFT AREAS SHALL BE REMOVED AND THESE AREAS SHALL BE BACK FILLED AS DIRECTED BY THE O NEWS REPRESENTATIVE. THE CONTRACTOR SHALL DISPOSE OF THE EXCAVATED SUB GRADE MATERIALS, IF UNSUITABLE FOR FILL, OFF SITE AT AN APPROVED LOCATION, 18, PREPARED SUB GRADE - PREPARED SUB GRADE SHALL BE STABILIZED WITH TYPE B ST,ABILIZING COMMERCIAL LIMEROCK. MATERIAL. THE MINIMUM LBR VALUE SHALL BE NOT LESS THAN 40 AND THE FIELD DENSMES SHALL NOT BE LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557 METHOD). MATERIALS FOR TYPE B STABIL.IZATION SHALL BE IN. ACCORDANCE WITH FDOT SEMON 914. 19. BASE COURSE - COARSE AGGREGATE MATERIAL FOR THE GRADED AGGREGATE BASE SHALL BE FDOT COARSE AGGREGATE BASE. THE GRADED AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM DENSITY OF NO LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSM (ASTM D1557 METHOD D), 20. ALL TREES AND SHRUBS WHICH ARE NOT DESIGNATED FOR REMOVAL AND ARE 'WITHIN 101 OF THE WORK AREA SHALL BE PROTECTED BY THE CONTRACTOR, 21, ALL LOCATION TIES ARE PERPENDICULAR UNLFSS OTHERWISE NOTED. 22.. THE ENGINEER OF RECORD SHALL BE NOTIFIED FOR AUTHORIZATION OF ANY CHANGES OR MODIFICATIONS TO THE APPROVED SET OF SITE/CONSTRUCTION PLANS, 23, THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY UTILITY FIELD LOCATION, RELOCATION, OR REPAIR DUE TO DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES TO DELINEATE EXISTING ON -SITE UTILITIES PRIOR TO DIGGING, 24. ANY DAMAGE TO EXISTING ASPHALT SURFACES SHALL BE REPAIRED OR. REPLACED TO RETURN THE VEHICULAR ACCESS AND PARKING AREAS TO EXISTING CONDITIONS PRIOR TO THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 25, CLEARING AND GRUBBING SHALL BE PERFORP-iED IN THE CONSTRUCTION AREAS AS NOTED ON THE PLANS. ALL CLEARED MATERIAL SHALL BE REMOVED AND DEPOSITED OFF -SITE AT AN APPROVED LOCATION. 26. BUILDING AND SLAB FINISH FLOOR ELEVATION TO BE B" ABOVE FINISHED GRADE. 22, PROPOSED SITE DEVELOPMENT NAICS NUMBER: 517210, 28, THE PROPOSED DEVELOPMENT IS EXEMPT FROM THE STORMWATER. REQUIREMENTS OF THE SJRWMD IN ACCORDANCE WITH CHAPTER 40-C42.6225(4) F�A.C, E--------- -NVIRONMENTAL SAFETY PRACTICES:-------- 29 - THE CONTRACTOR IS RESPONSIBLE FOR COLLE ON AND PROPER OFF -SITE DISPOSAL OF ALL CONSTRICTION TRASH IN ACCORDANCE WITH LOCAL REGULATORY STANDARDS AND CODE, THE CONTRACTOR. SMALL PROVIDE ON -SITE -TRASH RECEPTACLES FOR COLLECTION OF NON -TOXIC DEBRIS. ALL TRASH SHALL BE COLLECTED ON A DAILY BASIS, 30, ALL TOXIC AND ENVIRONMENTALLY HAZARDOUS SUBSTANCE SHALL BE USED AND DISPOSED OF IN ACCORDANCE WITH MANUFACTURER, SPECIFICATIONS. UNDER. NO CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR ON -SITE, EROSION/SEDIMENTATION CONTROL PRACTICES: 31. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AREAS OF DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A. SEDIMENT BARRIER PER F.D,O•T, INDEX NO. 102, TO PREVENT DISCHARGE OF SEDIMENTS. TEMPORARY SEED AND MULCH SHALL BE USED TO CONTROL ON -SITE EROSION WHEN IT IS NOT :PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT VEGETATION SHALL BE PLACED AS EARLY A POSSIBLE OIL ALL SLOPES LEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL:,. SOD SHALL BE PINNED AS REQUIRED* ALL EROSION AND SEDIMENTATION CONTROL MEASURES - SHALL BE MAINTAINED IN OR.KINO':ORDER THROUGHOUT" THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION PROTECTION AT THE END OF EACH WORKING DAY, NOTE: EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO SITE EXCAVATION AND FILLING AND SHALL REMAIN IN PLACE UNTIL SITE VEGETATION AND LANDSCAPING IS COMPLETED. 32. TEMPORARY DIVERSION SWALES AND/OR DIKES SHALL BE EMPLOYED TO CONTROL RUNOFF, THE DIVERSION SYSTEMS .SOLD PREVENT "UPHILL" RUNOFF FROM TRAVERSING CONSTRUCTION SITES DURING EXCAVATION OR GRADING OPERATIONS, 33, TEMPORARY SEDIMENT TRAPS AND BASINS SHALL BE EMPLOYED TO COLLECT' SILT FROM. RUNOFF PRIOR TO DISPOSAL, ACCUMULATED SILT SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE FUNCTION OF THE SYSTEM, ALL ACCUMULATED SILT SHALL. BE REMOVED AND THE SITE RESTORED TO FINAL DESIGN GRADES UPON COMPLETION OF CONSTRUCTION, 3.4. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL. TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT VEGETATION CAN BE APPLIED, 35. I ANY LIMEROCK 1.S ENCOUNTERED DURING CLEARING, CONSTRUCTION, OR EXCAVATION THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD. WHERE LIMEROCK IS UNCOVERED, IT SHALL BE OVER EXCAVATED 3 FEET AND REPLACED WITH CLAYEY SOILS THAT EXTEND 3 FEET BEYOND THE PERIMETER OF THE ENCOUNTERED LIMEROCK CAP. THE CLAYEY SOIL SHALL HAVE AT LEAST 25% PASSING THE NO, 200 SIEVE. THE CLAYEY SOIL SHALL BE PLACED IN 6-INCH LIFTS, COMPACTED TO 95% OF STANDARD PROCTOR AND COMPACTED IN: A WET CONDMON WITH MOISTURE CONTENT 2% - 4% ABOVE OPTIMUM, 36, ALL DISTURBED AREAS NOT INDICATED FOR SOD SHALL BE FERTLIZED, SEEDED, AND MULCHED, AND CONFORM TO THE FOLLOWING SECTIONS SEED (SECTION 570), SOD (SECTION.575),, MULCH (SECT -ION 981), AND FERTILIZER (SECTION 982). 37: SOD SHALL BE PLACED IN ACCORDANCE WITH FDOT SECTION 525 3.4. 38• NOT USED, OPERATION AND MAINTENANCE PLAN, 39, SHOULD A SINKHOLE OCCUR, THE.AREA SHALL BE'REPAIRED AS SOON AS POSSIBLE, REPAIR SMALL INCLUDE FILLING (LIME ROCK SUCH AS ROAD BASE. MATERIAL, CLAY/SAND MIXTURE WITH AT LEAST 25% PASSING THE NO. 200 SIEVE, OR CONCRETE IF NECESSARY), A 3-FOOT DEEP CAP THAT EXTENDS 3 FEET BEYOND THE PERIMETER OF THE SINKHOLE SHALL BE CONSTRUCTED WITH CLAYEY SOILS. THE CLAYEY SOIL SHALL HAVE AT LEAST 25% PASSING THE NO. 200 SIEVE, THE CLAYEY SOIL SHALL BE PLACED IN 6-INCH LIFTS, COMPACTED TO 95% OF STANDARD PROCTOR, AND COMPACTED IN A WET CONDITION WITH MOISTURE CONTENT 2% - 4% ABOVE OPTIMUM. THE CLAY SOIL CAP .SHALL BE REGRADED TO PREVENT CONCENTRATION OF 'CATER (I.E. PONDING) AND REVEGETATED, 40. S GALE/DITCH: ALL SWALES SHALL BE MAINTAINED FREE OF DEBRIS AND SEDIMENT. SILTATION AND DEPOSI S .SHALL BE REMOVED WHEN THE DEPTH HAS BEEN REDUCED BY 20%, SILTATION REMOVED FROM SWALES SHALL NOT BE DISCHARGED INTO THE STORM ATEF MANAGEMENT FACILMES, 41. THE CONTRACTOR IS RESPONSIBLE FOR. EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE ON-•S EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF SITE PROPERTY, THE FOLLOWING PRACTICES SHALL BE EMPLOYED: A. ALL INLET STRUCTURES AND CULVERTS SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET PROTECTION AS DEFINE IN THE F.D,O,T, STANDARDS, B. EXCAVATED BASINS SHALL BE CONSTRUCTED AS PART OF THE INITIAL CONSTRUCTION. THE BASIN SHALL BE ROUGH GRADED, BY EXCAVATING THE BASIN BOTTOM AND. -SIDE SLOPES WITHIN 12 INCHES OF DESIGN GRADE, AFTER THE CONTRIBUTING DRAINAGE AREA IS STABILIZED, THE BASINS INTERIOR SIDE SLOPES AND BASIN BOTTOM SHALL BE EXCAVATED AND GRADED TO FINAL DESIGN GRADES. EXCESS AND UNSUITABLE SOILS SHALL BE REMOVED FROM THE BASIN (REMOVE ALL ACCUMULATED SILTS, CLAYS, ORGANIC, AND DEBRIS),, FINALLY, RAKE BOTTOM AND VEGETATE, O. UPON COMPLETION OF CONSTRUCTION ALL STORM WATER PIPES SHALL BE THOROUGHLY FLUSHED AND ACCUMULATED SEDIMENT SHALL BE REMOVED AND DEPOSTi`ED IN A SUITABLE LOCATION, SOD SHALL BE PLACED AS SOON AS PRACTICAL. TOWERNOTES, 1, THE PROPOSED WIRELESS TELECOMMUNICATIONS TOWER. SHALL BE IN COMPLIANCE WITH THE FEDERAL. COMMUNICATIONS COMMISSION -GUIDELINES CONCERNING RADIO FREQUENCY RADIATION AND EMISSIONS. 2, THE PROPOSED- CONSTRUCTION SHAD COMPLY WITH THE ELECTRQNICS IND175TRIES ASSOCIATION (EIA) STANDARDS AND ANY LOCAL ORQINANCES AS DEMONSTRATED BY FINAI. SITE PLAN AND BUILdING PLAN APPROVAL. 3. THE PROPOSED TOWER STRUCTURE SHALL: MEET OR EXCEED THE EIA/TIA 222-G STANDARDS FOR STEEL STRUCTURES; MEET OR EXCEED THE ASCE 7-95"MWIMUM DESIGN LOAD FOR BUILDING STRUCTURES" AS FURTHER DEFINED BYASCE 7-88, "GUIDE TO THE USE OF THE WIND LOAD PROVISIONS", BOTHAS_A TENDED TIME TO TIME,- AND ALL CITY OF EDGEWATER CONSTRUCTION/BUILDING CODES!$ 4. THE PROPOSED COMMUNICATION TOWER SHALL NOT EXCEED 149' ABOVE GROUND LEVEL. 5. THERE ARE NO SPECIAL FIRE PROTECTION CONCERNS ASSOCIATED WITH THIS DEVELOPMENT. NO FIRE PROTECTION SYSTEMS ARE fo BE INSTALLED. 5. TOWER, TOWER FOUNDATIONS, SLABS, MODULAR BUILDINGS, AND ELECTRICAL AND MECHANICAL FEATURES ARE TO BE DESIGNED AND SPECIFIED BY OTHERS. 7o, TC}WER'WILL HAVE A GALVANI2EC? FINISH AND WILL NET REQUIRE NAVIGATiONAL HAZARD LIGHTING IN ACCORDANCE WITH FAA REQUIREMENT'S. 8, A CARRIER MAINTENANCE CREW, TYPICALLY ONE PERSON, WILL MAKE AN AVERAGE OF ONE SITE TRIP PER MONTH PER CARRIER. 9. THREE (3) FUTURE CONCRETE PADS FOR: EQUIPMENT CABINETS/BUILDINGS ARE PART OF TFfIS DEVELOPMENT. THE FUTURE EQUIPMENT BUILDINGS WILL BE ONE STORY PREFAB STRUCTURES WITH AN APPROX. BUILOiNG HEIGHT OF LESS THAN 12 FEET, ALL PREFAB BUILDING STRUCTURES SHALL.BE DEPARTMENT OF COMMUNITY AFFAIRS (DCA) APPROVED MANUFACTURED BUILDINGS. 10. THE PROPOSED WIRELESS TELECOMMUNICATIONS FACILITY WILL NOT GENERATE SOLID WASTE; WILL NOT REQUIRE POTABLE WATER SERVICE; AND: WILL, NOT REQUIRE SANITARY SEVER SERVICE. Professional Eng nee ng Certificate of Authod atiOn No.: EB 7793 rLAGLEFt 4601 TOuchtOR. Rd. Bldg. 300, Since 3200, Jacksonville, FL 32246 T. 904.450. 33 C: 904.449.3565 L-D C HAN R w wwww�wwwwwwww DINC. CVIL ENGINEERS AND LAND SURVEYORS P.O. BOX 1100 BOONE, NC: 28W7 PHONE: 828-297-3333 SCALE VERIFIC.A77ON O 2" BAR IS 'TWO INCHES ON ORIGINAL. DRAWING. IF NOT TWO INCHES CAN THIS SHEET, ADJUST SCALES ACCORDINGLY. NOT TO SCALE THIS DRAWING MAY NOT BE COKED OR REPRODUCER WTHOUT THE EXPRESS WRITTEN CONSENT OF DYNAN GROUP, INC. REVISIONS DEXPIPTION DATE APPROVALS MITE: PRO]. MANAGER: PROPEM OWNER: DESIGNED: JAE DRAWN: JAE CHECKED; GAM CRATE. 2-11-13 .LOB NUCe 46002»00 CADCD*S.DWG ee„ • 5 • ` 3� ,. s • t /oil 1� JOB INFORMATION SrM LO: PIFECO0129.9 EDGEWATER LANDING WIRELESS TELECOMMUNICA71ONS CO -LOCATION FAMITY EDGEWATER, FLORIDA SHEET TITLE ................. GENERAL NOTES SHEET NUMBER :c ­l: n 10 PROPOSED WALL COMPOUND AREA (141 x100_'_) DESCRIPTION I A PARCEL OF LAND LYING IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT IS, EDGEWATER COUNTRY ESTATES (UNIT #I),ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 11, PAGE 247 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA, SAID CORNER ALSO LYING ON THE EASTERLY RIGHT OFmWAY LINE OF THE FLORIDA EAST COAST RAILWAY; THENCE S14047' 25"E ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR 100.00 FEET; THENCE S75° 12' 35"W FOR 55.00 FEET; THENCE N140 47' 25"E FOR I00s00 FEET; THENCE N750 12' 35"E FOR. 15m00 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND SITUATE, LYING AND' BEING IN VOlU5IA COUNTYj'F L-O RIDA CONTAINING 11500 -SQUARE FEET MORE OR. LESS. PROPOSED 15' WIDE ACCESS & UTILITIES AREA DE5CRIPTION A 1SmFOOT WIDE STRIP OF LAND FOR THE PURPOSE OF ACCESS AND. UTILITIES LYING IN SECTIONS 2 & li, TOWNSHIP 18'SOUTHr RANGE 34 EAST, VOLUSIA COUNTY, FLORIDA, AND LYING 15m00 FEET WESTERLY OF THE FOLLOWING DESCRIBED SIDELINE: BEGIN AT -THE NORTHWEST CORNER OF LOT 15, EDGEWATER COUNTRY ESTATES (UNIT #1), ACCORDING TO THE PLAT1HEREOF RECORDED IN PLAT BOOK 11, PAGE 247 OF THE PUBIC RECORDS OF VOLUSIA COUNTY, FLORIDA, SAID CORNER ALSO LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST --COAST RAILWAYAND. THE WESTERLY RIGHT-OF-WAY LINE OF GUAVA DRIVE's THENCE N140.47125"W ALONG SAID EASTERLY AND WESTERLY RIGHT-OF-WAY LINES FOR 100.00 FEET TO THE POINT OF'TERMINUSm THE SIDELINES: -OF SAID STRIP OF LAND TO BE SHORTENED AND PROLONGED TO MEET AT COMPOUND PARCEL LINES AND RIGHT-OF-WAY LINES. 01111 ON ��, ' No. / Vim V • S+ . � s ' � Q� '•a.. SOON "/; I, I I I COMSUL,TA" i ���INC. 1221 NW if TN AVENUE GAINESVILLE, FLORIDA 32601 Tel.: (352) 379-0948 Emak dstone+ypher att,n Professional En ineerIng Certificate of Authorization No,: EB 7793 FLAGLER' 13.y 4601 Touchton Rd. Bldg, 300, Suite 3200, Jacksonville, FL 32246. T: 904.450.4833 1 C: 904.449.3565 ED � I 14 Atq G Rftll DP INCO C L ENGINEERS AND LAND SURVEYORS P.O. Box 1100 BOONE, NC 28607 PHONE: 828-297-333 7 SCALE Y ERIM&TIO i 0 �fs BAR IS TWO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES QN'' IS SHEET, ADJUST SCALES ACCORDINGLY, NOT To SCALE 1 THIS DRAWING MAY NOT BE COPIED OR REPRODUCED W THOUT THE EXPRESS WRITTEN CONSENT OF DYNAN GROUP, INC. REVISIONS NO, DESCRIPTION DATE - -------------- APPROVALS sy: DATE. PROX MANAGER: PROPERTY OWNER". DESIGNED., JAE 1 DRAWN. JAE CHECKED. GALA BATE: 7-1.1-13 .LOB NUMBER: 22€ 2-00 PARA.1FRA.EDGEWATERCD*S,DWG • o w ,AQ A. MULDOWNEY 0 P, d v .LOB INFORMATION SITE I*0: PIFECO0129,9 EDGEWATER LANDING RELESS WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILIW EDGEWATER, FLORIDA SHEET TITLE LEGAL DESCRIPTIONS SHEET NUMBER C1 ■ POIINT O 'I'E1 MHOS PI OPOSED S WIDE ACCE% & MMF..S .AREA PROPOSED I WIDE ACCESS & UTILMES AREA 2M MEET 2-tMEAVWLT ROAD W RIGHT-OF-WAY Miff lot: 81cm"Im FROMSED 1"m pmat.. Ago ROPMD ACCM & wrllTIES AREA PROPOSED 149' MONOPOLE TOWER SEE TOWER DATA PROPOSED WALLE6 COMPOUND AREA (14'x10;) • VACANT GRAPHIC SCAIE so WPM i " h .. IL E UNrT N., 'E117-11.8 FLOCK 21's TAX PARCEL: 02-0-34-01-06-6410 M Y" F?MER; PA I AX ANTHONY MICHAEL O.R, 6376, PAGE 7263 i LOTS 6641-6643 ;. BOUNDARY INFORMATION MAP TELECOMMUNICATIONS FAaLITY IN SECTION 11, TOWNSlUP 1850UIX, RANGE 34 E0.5f, VOLUSIR CWNLY, FlAR[M 43 % rl i 44,OCK Z s 0 2'H STREET ZiANE APMLT RM _. �. t 3t1 M-0FxY�IAY # M 4. t � ` 16,.E x� 0. - N t �w `Sy) PROPOSED WALLED i COMPOUND AREA 1 s . f conic R lof LOT 1.5 N890 jL3' SWE 149+6.452 PARCEL A WHISTLE STOP PARK. 'TY OF EDGEWATER TAX PARCEL: 11-16-3440-0"150 OWNER: CITY OF EDGEWATER O.R. 7676, PALE 1499 LOT EDGEWATER N COUSTATE UNrT G RAPHIC C;A19 ( In "w) 1 tbab o 80 rL FLOOD ZOO ROTE THE HEREON DESCRIBED PARCEL APPEARS TO LIE IN FLOOD 7..01E X BASED ON THE FEDERAL EMERGENCY MANAGEMENT ACT FIRM, ODMMUNIIY PANEL MAP NUMBER 12127C€ 685 G DATED APRIL 15, 2002. Tt?WER DATA (PROPOSED 149' MONOPOLE TOWER) NAD $3 LATITUDE!- 26' Sr 02. r NORTH LONGITUDE: W 5T 3T.Tr WEST GROUND ELEVATION,. 17.V NAVO I (AVERAIGE) LEGEND 0 INDICATES 518- REBAR a CAp i0r1rAmpeD -Psm 1" 0 INDICATES 4"x4" CONCRETE MONU NT FOUND --NCI Its 0 INDICATES 5/r RESAR & CAP FOUND STAMPED AS NOTED O.R. INDICATES OFFICIAL RECORDS eOOK P.B. INDICATES PLAT 900k INDICATES IDEPMFICATBM. ....) INDICATES PLAT DATA Vf i 0VFbt "'fW* MEKSWED INDICATES WOOD POWER Pcu INDICATES FIRE HYDRANT I14DICATES TELEPHONE PEDESTAL -- INDICATES OVMEAD UTILITY WIRES NOTE: SEE SHEET C1,20 FOR LEGAL DESCRIP 1 tads coasucruvr: SMjs TING. .221 NW 16TN AVENUE GAINES LLE, FLORIDA 32601 Ted:. (352) 3 ." Emal: d tonw/phw@Mtrwt . Professional Engineering a to of Authorization No.: EB 7793 FLAGLE. R1 4601 TouchtDn Rd. Bldg. 304, Suite 3200, 3acksonville, FL 32246 T--904.450.4833 j C, 904.449.3565 A Gn�iU CIVIL ENGINEERS AND LAND SURVEYORS P.M. Box 1100 800N, NC 28607 PHONE: 828•297.3333 S AL VUR CATION 011 .... --1-- .... . . 11 . 211 BAR IS TWO INCHES ON ORIGINAL DRAWING. IF NOT *TWO INCHES ONTTHtS SHEET, ADS SCALES ACCORDINGLY. SCALE: AS SHOWN 'DIES #DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT CIE DYNAN GROUP, INC REVISIONS NO DESMPTION DATE APPROVALS 4t: : Poo. 0AM: PROPERTY OWNER! DESIGNED: IAE DRAWN JAE OiECKED: TAM DATE.~ NUMBER: 22 2-M PAPJLIFRA.EDGEWATERCD`S.DWG • •,�� ® LU A. MULDOWNEY • �c� �IDA PROFMONAL ENGINEER REOISi"PMTION No.: 43365 308 INFORMATION SITE %n: PIFECO0129.9 EDGEWATER LANDING WIRELESS TELECOMMUNICATIONS CO-LOCATIONFLORIDAaL�T� EDGEWATER, t SHEET TITLE BOUNDARY INFORMATION MAP SHEET NUMBER cis 0., pm a FLORIDA SHORES UNIT PS-Ba 23f PAGE 117413 .: r, 1 A TAX PARCEL, 02-18- 3 1-06-6 410 .l� � 't y <--'"� OWNER. PAWLAK ANTHONY MICHAEL . 'Ark gMET rt'Jr # SILT FENCE r: \ . M SILT FENCE KD C -10 YA gyp vl �w t 4 ' i w /--k AL + a _ a > PROPOSED 1"� WIDE ACCESS & UTILITIES AREA At T +_11*7 6 `s Ae .4- \i o ,mow. �- Y t. V • ico MAC'" PARENT TRACT OWNER** FLORIDA EAST COAST RAILWAY LLC 410 Al" NOTE-Sm I. SEE LEGEND, NOTES AND ABBREVIAIONS, SHEET C1.00 & CI.10• 21w :INFORMATION SHOWN HEREON IS BASED ON ACTUAL FIELD MEASUREMENTS AND OBSEVATIONS DATED DUNE 111 2013, PERFORMED BY STONECYPHER SURVEYING, INC. 3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE: SITE AND DEPOSIT OFF -SITE AT AN APPROM..LOCATION. 4, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ,ALL EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. S. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER UTILITY COMPANY HAVING JURISDICTION OVER THE PROPOSED DEVELOPMENT. 6* ALL T : REES WITHIN 10' OF THE CONTRUCTION LIMITS WHICH ARE NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION BY A TREE BARRICADE. SEE DETAIL E, SHEETC3.10. 7,. ELEVATIONS ,SHOWN HEREON ARE BASED ON NAVD 88,s 2M SIMEET LANE ASPHALT ROAD B• BENCHMARK SHOWN HEREON ARE FOR THE EXPRESS �SE-OF THE CONTRACTOR WHILE PERFORMING WORK ON SS' RIGHT -OF -AY THIS PROJECT. ), `P STREET 1UGW-(W-WAY LANE + .... �M ,�� � ♦/fUfi �M1l��MMM��MX M�Aw w�� MrY PROPOSED WALLED COMPOUND AREA (14'x100`) PROPOSED 149' MONOPOLE -TOWER WHISTLE, STOP : `ARK O N Y LEGEND. ���.••••• CM. F EG'EWATER ZL p ••'�G E N; INDICATES EXISII'NG SPOT ELEVATION No. 433 ate- • F, ,a .• ST , INDICATES EXISTING TREE,' • •OFz� INDICATES EXISTING TREE TO BE REMOVED CONSTRUCTION BENCHMARK /8" REBAR & CAP PSM E391 ELEV� 17.48' CO.NS,R RUC rION BE } , NCHMAR S/8" REBAR &. CAP PSM 6391 ELEVVN* 17*81' Professional Engineering Certificate of Authorization No.: EB 7793 FLAGLER 4601 TOuchton Rd. Bldg. 300, Suite 3200, lacksonvflle, FL 32246 T: 904.450.4833 1 C: 904.449.3565 c D- 1AN GR � mc. C1 IL ENGINEERS AND LAND SURVEYORS P.O. Box 1100 BOQNE, NC 28W7 PHONE: 828-297-3333 SCALE VEREM `110N 0 20 BAR IS TKO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CAL E ■ 1 " 4WW 1 OF THIS DRAWING MAY NOT BE COPIES} OR REPRODUCED WrMUT THE EXPRESS WRITTEN OF {}CONSENT` DYNAN GROUP, INC. REVISIONS DESCMMON DAB ------------ sy, APPROVALS DATE: PRO). MANAGER: PROPERTY OWNER: DESIGNED: JAE DRAWN. JAE Mama. GAM DATE, 7-11.13 JOB NUMBER: 220-W2-00 %E: PARA.IFRA.EDGEWATERCD'S.DWG /Al s AZT- GERALD A. MULDOWNEY •'�� o OMDA PROFMONAL EWNER •�� �d� RE -GIST TtON .: 43365 a JOB INFORMATION SM LD: PIFECO 1 9.9 EDGEWATER LANDING' WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILITY EDGEWATER, FLORIDA SHEET TITLE EXISTING FEATURES PLAN SHEET NUMBER w NAN R. 0 A m K * Illw"I'll Of! TUvvt:p DTC KAAO n 0 WIDE AREA � FLORIDASHORES UNIT P. I,, 3, PAGE 117-11 �t t 1 0 k TELCO DEMARC EX. PEDE T♦AL t TALC PARCEL: 02-18-34-01-06-640 �. OWNER: PAWLAK n.� t N .rIry; r • i ANTNON`Y MRCHAEL sR ELEC. I3EMAR LOTS 166414 A3 � EX. UTILITY R 2M !0' PROPOSED UTILITY POLE � �� � . 2-LANE'ASPHALT ROAD -- ____-.�......r (1 56 RIGHT -OF -'SAY 39`� w� .,r�♦. �♦ �...www�n .♦ww ....- ww.♦ ;�....-w.wnw-.rn... w�.. rrr .r.w-.www�♦♦rww�v "'^_.• F+ OH ELEC. SERVICE• ISEE NOTE #5 & #6 SEE NOTE #5 PROPOSED WALLED COMPOUNDAREA 14'x1001) SEE SHEET C2.20 FOR DETAI PROPOSED 1491 MO O OLETOWER (SEE NOTE 3) t PAU Iff MCT OWNERS FLORIDA EAST COAST RAILWAY LLC .0% N3�w i TAXPARCEL: 11-18-34-08-00-0150 OWNER: CITY OF EDGEWATER. ZONING. UNKNOWN LAND USE: RECREATION NTEss't 1* SEE LEGEND, ABBREVIATIONS AND GENERAL NOTES ON SHEET T,1,Ilg, C1,00 & C1.10. 2. CENTER OF PROPOSED TOWER LATITUDE, LONGITUDE AND ELEVATION SHOWN HEREON WERE ESTABLISHED FROM DIFFERENTIAL GPS OBSERVATIONS, THE. VALUES FOR. THE PROPOSED TOWER LATITUDE, LONGITUDE AND ELEVATION SHO'IN HEREON EXCEED FAA '2=C€' ACCURACY' REQUIREMENTS. ELEVATION IS NAVD BBf 3. PROPOSED 149' MONOPOLE TOWER. CENTER OF `SOWER:. LATITUDE: 28° 57* 02.95"" NORTH LONGITUDE: 80° 53" 37,72" WEST GROUND ELEVATION: 17.5' N"D 1988 (AVERAGE)E) 4. THE PERPENDICULAR DISTANCES FROM THE CENTER. OF THE PROPOSED TOWER TO THE PARENT TRACT` BOUNDARY LINES WERE ESTABLISHED BY FIELD MEASUREMENTS PERFORMED BY STONECYPHER SURVEYING, INC.: NORTH E1*8; NORTHEAST .73' SOUTHEAST. N/A SOUTHWEST: 933 5. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS WITH LOCAL SERVICE PRIOR TO BIDDING PR.OJECT'. OVERHEAD UTILITIES ARE ENCOURAGED TO MINIMIZE CONSTRUCTION COST, THE PLACEMENT OF NEW POWER POLES SHALL BE COORDINATED WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. REFER TO SHEET C2.20 FOR PROPOSED COMPOUND LAYOUT AND DETAILS, SITE DATA: DESCRIPTION SF AC COMPOUND 1,400 0.032 42.3 EASEMENT i,soo 0.€I34 57.7 TOTAL PROJECT AREA 2,901} 0.066 100.00 IMPERVIOUS AREA 9S1 0.022 32.8 SEMI IMPERVI S 2RAVEL 086 0.032 47.8 OPEN AREA 5E3 0.012 19.4 CALL BEFORE YOU DIG ..S Sunshine State One Call 811 Or 1-800-432-4770 low >. �Lm owls L E R N 4601 Touchton Rd. Bldg, 300, Suite 3200, JacksonAlle, FL 32246 T: 904.450,4833 1 C: 904,449.3565 [L-D CD I NAN GROt1 Cnnl ENGINEERS AND LAND SURVEYORS P.O. BOX 1100 BOONE, NC 28607 PHONE: 828-297-3333 SCALE VERIFICATION 2{; BAR ISTWO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES A=RDINGLY. SCALE$: f m w 50' THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF DYNAN GROUP, INC. REVISIONS DATE APPROVALS OATE• PROD. MANAGER: PROPERTY OWNER: RESIGNED: JAlE DRAWW IAE CHECKED: CAM DATE: 2-11-I3 �(B NUMBER: 220-DO2-OO_ Y ' PARR.1FRA.EDGE ATERCD'S.DW I-V— • ERALD A. MULDOWNEY lfllo`oly 0 m 108 INFORMATION SITE I.D. PIFECO0129M9 EDGE AT ER. LANDING WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILITY EDGEWATER, FLORIDA SHEET TITLE MASTER SITE PLAN SHEET NUMBER v io. Professional Engineering CeIdflCate Of AuthorIzat On NO.: EB 7793 �"0 TELCO DEM.ARC SEE S.HEET C2.1 0 FLORIDA SHORES UNIT NO,,, 7 4 :131 PAGE 117,418 TAB PARCEL.; :0248-34-01- - 10 OWNER: PAWLAK BONY MICHAEL }, 4 } r r :n. r INW-15.20 SILT FENCE C3.1O REGRADE 20LF OF SWALE MATCH G • LLE & TELCO x � E NOTE SERVICE* SE #$i #9 tk, # l0 A 'lip 010 PROPOSED. IS" WIDE ACCESS & UTILZUES' AREA {f� PROPOSED S DOUBLE "7 w�wn' /ate .� ••! '}��.'$`�{ i0 }�" nM„.. �wY y SWING GATE r�<��� 01 _ i• �� • '�i "�� - ----%-.Zeno""• _.�. a3 ._ � �� .s�.'- - _.�'-}���(¢h��%s`` .c' }.. '•`�: a.� , y±f�. ;S� .....r.-- OWNER: FLORIDA EAST COASt: MLW Y LLC nv1''P• .�. R 0.10 z k wrr z �` TREE < }• l� mow„-k%•' .... 3.10J BARRICADE :i NM1 �+' rt�N •. � r �yMrvA•. y4 0.T 28TH STREET 2-LANE ASPHALT RCS SGRIGHT-OF-WAY ~mow .,eywiw.w.i.•w..w.•. 0..,� �n..+..�++� 0,j .i,wiiw+,�+�+� ar At SEE SHEET C2,10 \� �7 `\,Ay • Y vK STREET RIGHT -OF --WAY LME MULTI -TENANT? SERVICE RACE kE4.00 -PROPOSED WALLED COMP 0 U NO AREA (141x100') PROPOSED .149" MONOPOLE TOWER SEE SHEET C3,00 } T w Y i •; :;},10 :...............:':: jib - ••• �- � : } � �•�• r}}'• �pq}�, tiny '•} :i�jRjv�� • � 4 r. AREA -------------- -------------- 4 . ; : .. 1Z8? ; n' x G A EL COMPOUND HIGH CMU WALL OVERHEAD SEUR'T' CONSTRUCTION BENCHMARK } , ,/8" REBAR & CAP PSM -6391 .LEVY 7.48' CONSTRUCTION BENCHMARK 5/ " REB"AR & CAP PSM 6391 EL EV= 1 / ♦ 8:V 3si 57 0.-_ NOTES: 1 • SEE LEGEND, ABBREVIATIONS MERAL NOTES ON SHEETS T1.00, C1,0#Ix ..10. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD BB• 3. SEE SHEET C1.*30 FOR BOUNDARY INFORMATIONS 4.. THE CONTRACTOR SHALL FIELD -VERIFY THE LOCATION OF ALL EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY RELOCATION OR REPAIR OF UNDERGROUND IMPROVEMENTS DUE TO DAMAGE CAUSED DURING CONSTRUCTION, f ALL: SITE WORK SHALL BE CARER)LL'Y COORDINATED BY THE CONTRACTOR WITH LOCAL GAS, ELECMICt. TELEPHONE AND ANY OT.HER UTILITY COMPANY HAVING JURISDICTION OVER THIS PROJECT, 7• TOWER AND CONCRETE CAISSON TO BE DESIGNED BY OTHERS. TOP OF CONCRETE CAISSON TO BE 19.13'. 8, CONTRACTOR TO COORDINATE UTILITY -CONNECTIONS WITH LOCAL SERVICE PRIOR TO PROJECT D* OVERHEAD UTILITIES ARE ENCOURAGED TO MINIMIZE -CONSTRUCTION Cam♦ THE PLACEMENT OF NEW POWER POLES SHALL BE COORDINATED WM SERVICE PROVIDER PRIOR TO COMMENCEMENT OF CONSTRUCTION* 9. TELCO SERVICE IN 2-4" SCH 40 PVC CONDUIT WITH 200 lhs PULL LINE, INSTALL IN ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES. 10, ELECTRIC SERVICE IN 2-4" SCH 4O.PVC CONDUIT. INSTALL 1I 'ACCOR.DANCE WITH OSHA AND ALL APPLICABLE CODES, LEGEND.. + }h INDICATES EXISTING SPOT ELEVATION INDICATES EXISTING. FREE 4, INDICATES EXISTING TREE TO BE REMOVED .10.2' INDICATES PROPOSED SPOT ELEVATION CALL BEFORE.YOU DIG Sunshine State Orle. Call: Profmionat Engineering Cerd Cate of Au r nation No.: EB 7793 �.��O•L�GEN,&q� t. w i too.43365 • • STATE i101i1� FLAGLE R1 Add. x 4601 Touchton Rd. Bldg. 300, Suite 3200, Jacksonville, FL 32246 T. 904.450.4833 1 C. 904♦449.3565 IVA AM Io PAIffeW CIVIL ENGINEERS AND LAND SURVEYORS P.O. Box 1100 BOONE, NC 28W7 PHONE: 82&i297-3333 IS IWO INCHE* ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY. SCALE: V 201 THIS DRAVdNG MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRr TEN CONSENT OF DYNAN GROUP, INC. REVISIONS .�$O N. DES:R.IF i 1 N ._.....v.uw DATE M ArAL DATE: PRO3. MANAGER; PROPERTY OWNER: �.�.... DESIGNED: JAE DRAWN! 3AE CiECXED DATE: 7-11-13 NUMB: 220-002-00 LE: PARA.1FRA.EDGEWATERCD'S.DWG • s + s + r --C fRALD A. MULDOWNEY �o �o F. DA FROf ESSTOW MTNM \� REGISTRATTa4 No,: 43365 1 308 8 INFORMATION SITE LD: PIFEC129,9 EDGEWATER LANDING WIERELESS 'T`ELECOMMUNICATI NS CO-LOCAMN FACILIT EDGEWATER.. FLORMA SHEET TITTLE PROPOSED IMPROVEMENTS SHEET NUMBER c2n 0 NOTES: I. REFER TO STRUCTURAL PLANS BY OTHERS FOR TOWER SPECIFICATION & DETAILS. 2. THIS DET qL IS FOR INFORMATION ONLY AND NOT FOR CONSTRUCTION PURPOSES. 3 NAVIGATIONAL HAZARD LIGHTING IS NOT REQUIRED IN ACCORDANCE WITH FCC REGULATIONS* 4. THE TOWER SHALL HAVE A GALVANIZED FINISH, 5. CARRIER RAD CENTER LINES SHALL. BE VERIFIED WITH FDG FLAGLER STATION II, LLC PRIOR TO COMMENCEMENT OF CONSTRUCTION, ELEVATION VIEW,... N*T*S; AVED ROAD ti s • • • p•.°�GEN�• �' '• No. 43365 14 �-.1 • • STAT F ..,� •, ��.. , RVOP �0 "j � ��oflfiili CALL BEFORE YOU DIG :; j v� Sunshine State One Call 811 or 1-800-432-4770 ftm oil" *Wm Professional Engineering Certificate of Authorization No,,: EB 779 FLAGLER 4601 Touchton Rd. Bldg, 300, Sufte 3200, Jacksonville, FL 32246 T• 904.450.4833 1 C• 904.449.3565 1404 R wrwwrwrwrrrrrr INC. CIVIL ENGINEERS AND LAND SURVEYORS P.O. Box 1100 ENE, NC 2$587 PHONE: 828-297 3333 SCALE VERIFICATION 20 BAR IS TWO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADIUST SCALES ACCORDINGLY. NOT- TO SCALE THIS DRAWING MAY NOT BE COPIED OR REPROC UGED WITHOUT THE EXPRESS WRn7EN CONSENT OF DYNAN GROUP, INC. REVISIONS NO. DESMP ION DATE f BY: APPROVALS DATE. PRO]. MANAGER., PROPERTY OWNER: D GNMOJAE DMM.' 1AE CHECKED; GAM DATE, 7-11-13 JOB NUMBER. 20.0 0 ,FILE! PARR [FRA.EDGEWATERCUS.DW • s .� • f,74 15ERALD A. MULDOWNEY \ �o CMDA PRO"MONAL EN INEEM \e� RECISTPAMN no.; 43365 308 INFORMATION LD: PIFEC00129.9 EDGEWATER LANDING WIFELESS TELECOMMUNICATION Co -LOCATION FACILM EDGEWATER, FLORJDA SHEET TITLE ELEVATION PLAN SHEET NUMBER w 6' CMU WALL NOTES: `` y 3 i. MIRAFI 500X WOVEN POLYPROPY GEOTE)MLE FABRIC SHALL BE PLACED UNDER ALL GRAVEL..-SURFACES,m . REFE. EN E TOWER. FOUNDATION DPAWINGS FOR CONSTRUCTION OF PROPOSED. TOWER FOUNDATIONt Lm %JGU 1 CA 1 1LC f7J6WFW w SEE NOTE # 1 6" COMPACTED SUBGRADE MINIMUM LBR 40, COMPACTED TED TO 98% OF THE MOD. PROCTOR. MAXIMUM DRY DENSITY 6" FDOT GRADED. COARSE AGGREGATE BASE COMPACTED TO 98% OF THE MOD; PROCTOR MAXIMUM DRY DENSITY GRAVEL COMPOUND SECTION POST OPTIONS: WOOD 2 1/2" MIN, DIA. WOOD 2" X 4'# OAK 11/2" X 1 1/2" STEEL 1.33 LBS./FT, MINit FILTER FABRIC SIN. CONFORMANCE WrTH. SEC. 985 FDOT SPEQ- 6' MAC. rq ELEVATION F.D.OuTs TYPE III SILT FENCE ETAIL PRINCIPAL POST POSITION (CANTED 200 TOWARD FLOW) OPTIONAL POST POSITIONS 20a* I� I N.T.S. FILTER FABRIC UNQ GROIINQ� SILT SECTION N, T.S. 7 31.0 RAILROAD RIGHT OF WAY LINE ON I CONSTRUCTION NOTES:. (1) TREE BARRICADE SHOULD BE INSTALLED PRIOR TO ANY SITE CONsTR ctowa-ERRING, GRADING, ETC) AND SHALL REMAIN' UNTIL CONSTRUCTION IS COMPLM N€ `STORING OF FILL. DIRT OR BUILDING MATERIALS IS ALLOWED WITHIN THE BAMCADES. (2) BARRIERS TO REMAIN IN PLACE UNTIL PPROJECTMP �Of RM f INCLUDING LANDSCAPING. (3) ALL ROOTS LARGER THAN 1" ENCOUNTERED DURING SITE. EXCAVATION SHALL BE CUT CLEANLY AND RECOVERED. WITH .SOIL. P rMT-'STA ES SHALL BE 4"X4" LUMBER, SET B' O.C. MAX. SUPPORTING BRIGHT ORANGE VINYL 'FENCING MESH. TREE- BARRICADE L NOTES: 1.. EXCAVATED MATERIAL SHALL BE REMOVED AND DEPOSITED OFF -SITE AT AN APPROVED LOCATION. 121 611 EXISTING GRADE 6" COMPACTED SUBGRADE MINIMUM LBR 40, COMPACTED TO 980/0 MOD, PROCTOR. MAX. DRY DENSITY "ON GRADE" GRAVEL ROAD ECTI1 R;:IFI Fn nit ROt IND CORNERS we �� CONCRETE PIPE N.TaS. GRATES PLACE 141, O.C, -eoNsrRucnoN Jorrvrrs PERMITTED DITCH GRADE ,,.,..------ S£GTION *REFER TO FDO'T INDEX#273 N rs � MITE--RED.END SECTION. DETAIL N.T.S. � Professional Engineering Certificate of Authorization No.: EB 7793 141 -1. EMBED BARBED WIRE SUPPORTS WITH FLARED ENDS EXTENDING A MINIMUM OF 6 INCHES IN TO' POURED CALLS, ELSE FASTEN TO TOP OF WALL AT FILLED CELLS WITH A BARBED WIRE SUPPORT AND EASE PLATE, SECURE TO TOP OF WALL WITH APPROVED EPDXY ANCHOR BOLT SYSTEM* 14 ' :MONOPOLE TOWER 1' THREE STRAND BARBED WIRE OVERHEAT) SECURITY {SEE NOTE 1} RAILROAD RIGHT OF WAY LINE C� BLOCK TURNED ON SIDE EVERY THIRD BLOCK ON THE LOW SIDE OF THE COMPOUND AT GROUND LEVEL TO FACILITATE DRAINAGE WALL DETAIL N. T.,S. GENERAL NOTES: 1. REINFORCING; STEEL SHALL., HAVE STANDARD DEFORMATION AND YIELD STRENGTH OF 48,000 PSI, 2. ALTERNATE REINFORCING BARS MAY BE TERMINATED AT THE MID -HEIGHT OF THE WALL. 3. THEE 'BALL SHALL HAVE # BARS HORIZONTAL, 241, O.C. 4. ALL LAP SPLICES TO BE A MINIMUM OF 40 BAR DIAMETERS. 5. ALL HOOKS, SPLICES, AND BENDS TO BE IN ACCORDANCE WITH THE ACI 318 MINIMUM CRITERIA. 6. NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS TO BE 1,900 PSI. 7., LOCATE EXPANSION JOINTS IN WALLS AT APPROXIMATELY 30 FT.:O,c,, 3,500 PSI CONCRETE FTC .CELLS WITH CLASS I CONCRETE AT VERTICAL REINFORCING ONLY 8" CMU W/#9 MIRE Z TRUSS JOINT REINFORCING @ 161' 0$C. EX. GRADE ' -N C:3.20 CMU WALL #5 BAR CONTINUOUS ----VERTICAL #5 BAR 241f O.C. /DOWEL f HORIZON AL #5 BAR 24t1 OSQ PURPOSED GRAVEL COMPOUND FINISH GRADE SECTION Nis WALL I-UU I tK n DETAIL N. i S. Profess onal Engineering Certificate of Authorization No.. EB 7793 L `T'a. Q •••`j �Ir No. 433 • - .'• STAT f j 0 ONAt ��arrs�i COMPACTED SUBGRADE . . . . . . FLAGLERl' 4601 Touchton Rd, Bldg. 300, Sine 3200, Jacksonville, FL 32246 T. 904.450.4833 j C: 904.449.3565 . NApi G it NC, CML ENGINEERS AND LAND SURVEYORS P.O. Box 1100 BOONE, NC 28607 PHONE: 828-297-3333 SCALE VERIFICATION BAR IS TWO INCHES ON ORIGINAL DRAWING, IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY* NOT TO SCALD THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF DYNAN GROUP, INC. REVISIONS NO, [JAI PTI DATE i i E APPROVALS .�y��E M PRO). MANAGER: PROPERTY OWNER: DESIGNED: JAE DRAWN: JAE Oa7lrCKEDR GAM DATE: 7-11-13 lip NUMBER. 220-002-00 PARA. IFRA.EDGEWATERCD`S.D ...... .. ... • Ar 5 •''�v,� GERALD A. MULDOWNEY � o RMDA PR.OFEWOWL ENGINEM REGIS 'R.9► RONNa.: 43365 JOB INFORMATION SITE LD: PIFEC129.9. EDGEWA'TER LANDING WIRELESS TELiCOMMUNICA ONS CO -LOCATION FAaLin EDGEWATER, FLORIDA . SHEET TITLE WALL DETAILS SHEET NUMBS STRETCHER BARS, FULL HEIGHT, NOT LESS THAN 3/16" x 3/4" MIN. CROSS SECTION ON ALL GATES & 1-3/8" ID, GALV, POSTS, PIPE (TOP RAID 6' DOUBLE SWING CHAIN LINK FENCE GATE WITH OVERHEAD SECURITY TYPICAL GATE DETAIL N.T.S. 9" MAXR .'#' GATE DE1 f n rt 1e SCOPE: 1A THIS SECTION COVERS THE REQUIREMENTS FOR. THE MATERIALS AND THE CONSTRUCTION OF SITE FENCING, ACCESS ROAD GATES AND CATTLE GUARDS. SEE SITE PLAN AND DRAWINGS FOR DETAILS. a SPECIAL REQUIREMENTS 2.1 ALL WIRE, FABRIC, .FITTINGS, HARDWARE AND. STEEL ,AEMBERS USED FOR SITE AREA .FENCING, AND ACCESS ROAD GATES SHALL BE HOT DIPPcD GALVANIZED OR OTHER APPROVED NON -CORROSIVE MATERIAL. *2 ALL NON -CORROSIVE MATERIAL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE, 23 ANY DAMAGE TO GALVANIZING OR NON-COIRROSIVE COATING DURING CONSTRUCTION SHALL BE REPAIRED ACCORDING TO MANUFACT`URER`S RECOMMENDED METHODS. INSTALLATION PRACTICE: 3* FENCE POSTS 3.1 LOCATION OF CORNER POSTS SHALL BE DETERMINED FROM STAKES AND PROPERTY PINS INSTALLED BY THE REGISTERED LAND SURVEYOR UNDER CONTRACT TO THE OWNER'S REPRESENTATIVE. IF THE STAKES ARE NOT PRESENT OR DO NOT CONFORM TO THE SITE PLAN, CONSULT WITH THE OWNER'S REPRESENTATIVE, .2 CORNERS AND GATE POST FOR SITE SHALL BE 4f' (INSIDE DIA.) GALVANIZED PIPE. LINE POST SHALL BE 2" (INSIDE DIA.) GALVANIZED PIPE. 3.3 CORNER POSTS SHALL BE SET WITHIN ONE INCH (I") OF DIMENSIONS INDICATED ON THE SITE PLAN. .4 FENCE POSTS SHALL BE VERTICALLY PLUMB IN ALL PLANES WITHIN 1 j2 INCH (1/2"�. 3.sS CORNER POD'` FOUNDATIONS SHALL BE A MINIMUM THREE FEET (T).'DEEP OR SIX INCHES (51f) BELOW THE FROST. LINE, WHICHEVER IS GREATER, WITH MINIMUM THREE INCH (;3". CLEARANCE BETWEEN 1 BOTTOM OF POST AND BOTTOM OF THE HOLE, 16 CORNER POST FOUNDATION FOR. LINE POSTS SHALL BE 12 INCHES (121') IN DIAMETER. CORNER POST FOUNDATION FOR GATE AND CORNER POSTS SHALL BE 18 INCHES (18") IN DIAMETER. 3.7 CORNER POSTS AND GATE POSTS SPACING SHALL BE EQUAL. WITH A TWELVE FOOT (12#) MAXIMUM SPACING. GATE POST SPACING .AND SPECIFIC LOCATIONS SHALL BE IN ACCORDANCE WITH SITE PLAN AND SHALL'SE VERIFIED WITH THE OWNEWS. REPRESENTATIVE. 3.8 GATE POSTS SHALL BE CAPPED WM4 STANDARD CAP, 19 ALL CORNER, GATE AND -END PANELS SHALL HAVE MINIMUM 3/8" DIAMETER DIAGONAL TRUSS RODS WITH TURNBUCKLES. HORIZONTAL BRACE RODS, 1-1/2 " INSIDE DIMENSION PIPE, SHALL BE INSTALLED BETWEEN POSTS. 3.10 A TOP RAIL (1-3/8" I.D.) GALVANIZED PIPE SHALL BE INSTALLED BETWEEN POSTS. 3aii ALL FOUR CORNERS POSTS AND BOTH GATE POSTS SHALL BE CONNECTED TO THE SITE GROUNDING SYSTEM (REFER. TO GROUNDING SYSTEM STANDARD). 4. FABRIC 4,1 FENCE FABRIC SHALL BE SIX FOOT (5f) HIGH, UNLESS OTHERWISE SPECIFIED, # 9 GAUGE, GALVANIZED CHAIN LINK FABRIC WITH TWISTED TOP SELVAGE AND KNUCKLED BOTtOM SELVAGE. 4.2 FABRIC SHALL BE TENSIONED PER MANUFACTURER'S RECOMMENDATIONS TO PRESENT A NEAT APPEARANCE. A MAXIMUM THREE INCH (3") GAP SHALL BE PERMITTED BETWEEN FABRIC. AN D INAL GRADE, 4.3 FABRIC SHALL BE SECURED. AT CORNER AND GATE POSTS USING STRETCHER BARS AND TENSION BAND CLIPS, 4.4 FABRIC SHALL BE SECURED TO THE TOP RAIL AND BRACE RODS USING TIE CLIPS. 3 RUNS OF 4 PT. BARBED WIRE Em ED 9ARBE WIRE SUPPORTS WITH FLARED ENDS E INCHES MINAM U,M INTO POURED C.ELL, ELSE FASTEN TO TOP OF WALL AT FILLED CELLS WITH A BARBED WIRE SUPPORT AND BASE PLATE. SECURE TO TOP OF' AL. WITH .APPROVED -EPDXY ANCHOR BOLT SYSTEM PROPOSED VCONCRETE BLOCK 3/8" DIA.. STEEL TRUSS ROD WITH TURNBUCKLE AT .ALL CORNERS. GATE & END PANELS MAX 3" GAP BETWEEN FINAL GRADE -& .FABRIC 5m GATE 5.1. LOCATION OF GATE SHALL CONFORM TO THE SITE PLAN,. GATE SIZE SHALL BE.'A MINIMUM TEN FEET (10'), .ACROSS* NOTE: TYPICALLY A 16' CANTILEVER GATE SPECIFIED, 5.2 ALL JOINTS BETWEEN TUBULAR GATE MEMBERS SHALL BE WELDED OR. HEAVY FITTINGS PROVIDING RIGID AND WATERTIGHT CONNECTIONS, 5.3 GATE HINGES SHALL PROVIDE FOR 180 DEGREE RADIUS GATE SWING, ALL HINGE NUTS SHALL BE ON THE INSIDE AND DOUBLE -NUT TO DETER UNAUTHORIZED ENTRY,- 5.4 PLUNGER BAR -TYPE GATE LATCH SHALL BE INSTALLED ON DOUBLE GATES AND-SHAL FUNCTION PROPERLY. PLUNGER BAR LENGTH SHALL BE THE.: -SAME HEIGHT AS THE GATE. A NON -CLOGGING GATE DETENTION ADAPTABLE TO THE PLUNGER BAR SHALL BE INSTALLED AND SHALL FUNCTION PROPERLY. 5.5 GATE STOPS SHALL BE INSTALLED AND SHALL HOLD GATE IN "OPEN" POSITION. 5.§ N/A 5s GATE SHALL BE INSTALLED PLUMB AND SHALL OPEN AND CLOSE FREELY. S.8 GATE POSTS SHALL. NOT BE SHARED AS A CORNER. POST. 6a MANDATE 5.14' WIDE MANGATE TO BE INSTALLED AT OWNERS DISCRETION AND PER OWNED INSTRUCTIONS AS TO LOCATION. NOTE: IN MOST GASES:, FINAL GRADE IS APPLIED PRIOR TO FENCE INSTALLATION. THEREFORE; ALL 1SPOILS REMOVED TO INSTALL THE FENCE POSTS AND FENCE ACCESSORIES SHALL BE PLACED ON PLASTIC CAR OTHER MEANS TO PREVENT DEBRIS FROM BLEMISHING SrTE AESTHETICS. REMOVAL OF MATERIAL SMALL BE THE RESPONSIBILITY OF THE FENCE CONTRACTOR INCLUDING ANY EXCESS FENCE MATERIAL. 24' tr 2v 3tr F.C.C. REGISTRATION NUMBER: CONTACT: FDG FLAGLER STATION II, LLC 4601 TOUCHTON RD, BLDG. .3.00,- SUITE 3200 JACKSONVILLE, FLORIDA 32245 PHONE: (904).450-4833 ®aQ' •DEN Q No.432 c� • • SAP!f 1 • I" BORDER - 3" RADII • • COLOR.: ONN BACKGROUND w WHITE LEGEND AND BORDER — BLACK ALL L.1 1/ n SERIES C PER FDOT INDEX NUMBER 17355 1" SPACING BETWEEN LIN5S OF TEXT 7ELECOMMUNICArIONS SION DETAIL N T.S. Professional Engineering CertffiCate of Authorization Nof,* EB 7793 LAG L E R 4601 TouCht€ n Rd. Bldg. 300, Sulte 3200, Jacksonville, FL 32246 T• 9-04.450.4833 1 Co 904.449.3S65 ED C:]; I I) A.N GofogI INC* CML ENGINEERS AND LAND SURVEYORS P.O. Box 1100 WONE, NC 28607 PHONE: 828-297-3333 SCALE MERIFICATION 2#1 BAD IS TWO INCHES ON ORIGINAL DRAWING. IF NOT T O INCHES ON THIS SHEET, ADIUST SCALES ACCORDINGLY. SCALE: NoTaSo THIS M NG MAY NOT BE COPIED OR REPRODUCED W THOUT THE EXPRESS' WRITTEN CONSENT OF DYNAN GROUP, INC. REVISIONS Nm DEMPTIaN DATE I REV. PER REVIB IV COMMENTS 5121/13 APPROVALS' BY: PRO]. MANAGER.- PROPERLY DER. DESIGNED: JAE DRAWN: JAE CHECKED: GAM DATE: 7-11-13 NUMBER: 220-002-00 PARA. .EDGRVA I ERCUS. ..y d 54 � � '}ems t }{ =�*/y}yy/.�'pp�/ . ••�� \ 'M MNY1 A. MUirDO i 1f i EY REMSM-nON MoV. 43365 108 INFORMATION SITE LD: PIFECO0129.! . EDGEWATER, LANDING WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILM EDGEWATER, FLORMA SHEET TITLE GATE DETAILS -------------- SHEET DUMBER ■ 1, PE: PRIDE LABM MATEId°S, AND EOUPM, ETC., REQUIRED TO COMPLETE THE INSTAL ATION SHOWN ON THE DRAWINGS. 2. COOES AND STANWW,-. INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND OFOMNCM, UTIWY COMPS REGULATIONS, AND APPUC 4M REQUIREMENTS OF LATEST EDITIONS OF: A. NFC .. NATIONAL FEE CODES B. UL - UNDERWRIMRS LABMMRIES C. NEC I A110Nk ELECMCAL WDE D. NEMA - NATIONAL ELECM MANUFACTURERS AS=IATION E. OSHA - DCCUPATOK SAFETY AND HEALTH ACT F. S - STANDARD BULDINC CAE 3. PERMITS:. DSM AND PAY FOR REWRED PERMITS, LICE, F INSPwNS, ETC, 4. C RDINAMON: COORDINATE FORK WITH OTHER TRADES. 50 ' B IITTALS: SUDW ` BROCHURES FOR APPROVAL ON SEROCE OISCONNECTING MEN AND OTHER MhM SYSU COWONMSO S. EXIT SEI CES= DO NOT IWERRUPT FASTING SERVICES W'IMUT WR TO PE MISS N OF THE OWNER. • •ORD'.. ° ri= OF AM GM11 i SLISSITAWNS BETWEEN WORK SPEWED .1fR •M Mf! H <. E ON A CLEM SEr Or CONTRACT DOCUMIUM WHICH SML BE TURM %V M THE CONSTRUCTION MANAGER UPON COMPLEnON OF THE 9. IDEWIFOMON: VEWIFY SENCE DISCM49TWG MM WITH PERMANENT NMOLATE.. 10, G RIiYTEE AI Wff: GUARWTEE INSTAUMON TO RE FREE OF ©• 'E' CTS, SHORr% MMK6, Ert, FUR A PER100 OF ONE YEAR, FISH WAMWM SO THE DEFECTM MAiEMk AND/OR W SHIP WILL BE REPAIRED IMMMATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PEROF WARRANTY. 11, CUITING AND PING PRIDE CUTTING REQUIRED TO DO THE WOW, DO NOT CUT MAJOR WMi0tJT APPROVAL. FATCRNG SI•IALL. BE OF QL i" EDDY. TU AND OF MATC:HING APPVWMM WtM VMW CONM00N. 12. DnMINC AND 8ACXFtL: PROVIDE FOR ALL UNDERGROUND INSTAL CONWIT ANDIOR CABLES. 13, RAMXA' : UNDEIRGRMW CRUD` Shy. BE SCHEIXJ E 40 PC €0NDL4T (MEET NEMA TC2 -- 19M . E M CONI B' Imo. BE O&YANM STIR CONDLRT BEFORE RISING ABOVE GRADE IN AREAS SUBJECT M WAAGE PLC MD CAP EACH DO OF SPARE AND WPC CONDUITS AND PROME TWO SEPARATE PL .L SINGS - 200 ID. TESTPOLYEMMM CORD. ALL. BUR' BENDS SHALL.. ICE A WIMUM OF 2e ROUS.. RGS CONDUITS, WHEN SPECIFIED, ."+IkL MEET UL--5 FOR GAL.VANIZM Ste. ALLMR= SHALL E a `� FOR USE WWITHTHREAM CONDUIT. ONDUITw 14♦ SUPPORTS: AS REQUIRED BY THE NEC. 15. CMDUM , USE 98X CDNDUCTW C01"M MM TYPE XHHW-2 MMLA110N, E00 VOLT, COLOR CHID, LEE SOLID CONDUCTORS FOR Wa UP M AND INCLUDING NO. 8 AWG. USE 41RANIED CONDUCTORS FOR WME LICE NO. 8 AWG. 16. CAE I FOR POWER CONDUCW i SLK TYPE SA�'TED S'--ON CONNECT FOR 110 AWG AND 514 kLER,. USE � SOUSS MECHIANICAL TE AL LUGS � JS AWG AND LAM. t7, SERVICE: 2 /12OV; SINGLE PHASE, 3 WIREcomccnON AVAILABLE FROM LITILITY COMPANY. COORDINATE AND PAY ALL FEM 18. TaUHM SERVICC. PRME Wff CONDtJn3 'II PULL WITS AS INDICA10 ON DRRMNGS. 19. LMUTY FRS MEI"ER CENTE (AS REDUM) PRN0M 13Y OWNER, MSTXLM BY CONTRACTOR. THE E 10VAt DESK ON .1*51E ORWNGS IS BASED ON A METER CUM CONFIGURED AS FC UDWS: A. A ram► 3R ENcLOSuK, ►;Ourrrm as TME FRONT SUE OF M aQUPMENr WX mWKR►ttW 120/24ay. 2W METER sours AND CIRCUIT BREWER HOUSINGS. EACH METER/CIRCUIT BREAKER COMBINATION 9W.1_ PROVIDE SERVICE TO ONE (1) CARRIER (OR iQiYER UGHMG AS REQUFED). DETERS ARE TO 6E PROVIDED 8Y LDCAt. POWER COMPANY. B. TOWERS REMIMNG FM LIGHTING SHALL BE AtljWATED ONE ME SOU AD CIRCUIT BI EAR HOUSING IN THE METER BAND. CIRCtlIT BREAKOR TO BE SOM AS REQUIRED FOR TOWER LIGHTM EQUIPMENT, MEI IS TO BE PRIDED 13Y UX& POWER COMPANY. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALL. BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BIDDING. CALL BEFORE YOU DI SUnshlne Sate One Gall 811 or 1- 800-432-4770 13. GMTRACTOR SI•WL. PRC IDE S.& FLAT & LOCK WHERS AS I FOR COUPLETE 167AUTM OF QW,IND LM AT GROUND BUS, ABBREVIATIONS APG A8Q4E FINtSFiEp Glib A AMP(S) AIC MiNTMUPfiM CAPS' ass AUTOMA11C TRANSFER swmcH AYt6 AMERICAN WIRE C4tJGE 8CN 9AftE COPPER WIRE C t;ONOUff DWG DRlNMING G GROUND tEN GENRA70R GNQ GROUND GP5 GL08d. POMNM 5Y5TEkt 1i2 HFJtTZ KWH 10LtJ1UATf NQ11R MIN MINIMUM NT5 NOT TO SCALE • N OLE PH PKASE • R*► PERSONAL li a • WhIMUNICAMON i14 ppc 'PROTECTION CABINET s y'i"rANYL ,y C • D REP 1URESNTATIVE w M RIGID GALVMZE0 MM SCHEDULERWY RACEWAY SCH Teo T;O BE DETERMIM TYPICALTYP UG !X "` i v wt.T(s) MaNgOwti011ul om, W[flAm 1. SIX GRDUNDING SHALL CDMMY V lTH 00WOM STMINDS, LATEST OM, MD COMPLY WR G-�� CMULIST, tAlW VOM. WO NNATOK AND C.Wk DING COOS ARE MORE STf4NGDff THEY SHkL GIN. I GROUND D RODS. - A. 5/$' x 101 LM C014U a STM B. STANWD SPACING: 10' Q. TOP SHALL BE A WNlUM.. 2!-V BEN BASE OF GMMI 3. GROUND CONDUCTS: & #2 EME TINNED MD CUB LKIM IN ICATED CT MRMSE S. WHEN DIRE=N OF CDHD =R CIA ES, IT S &L BE DONE WOUIALLY C. ALL CRDUNDM CONDUCMRS SI`WI RUN THROUGH PVC S IM WHEREVER CONOWM RUN THROUGH COS SLABS. D. GROUND RINGS SHALL BE BURIED A MIMM OF 2'-8" BELOW BkK OF MVEL. GROUND RIGS SHVI BE LOCATED A M"MUM OF 2'-O" FROM OUTSIDE EDGE OF CABINET'S, TOWER FOIOAT# AND OTHER SITE O&?M. 4. GROUND WNNECTIM A. ALL CONNECTS :SHALL BE E I__ IC (MMM OR E LWX ENT) UNLESS INDICATED C THU?WI . B. AU_ MATERIALS USED SUL BE INSTALLED PER MAN FAGS RECOMMENDATHMS AND NSTRUCTIONS• C. CONNE=NS AT =ND BARS AND SUMCE DMONNECTING MEANS SHAM CONSIST OF LUG CADNELDED TO MND CONDUCM UNLESS INMTED - MWISE. WGS SH&L BE ATTACHED TO GROUND M USING STAINLESS STEEL. OR 14OT_DPPED GAL.YANIZED - STL BOLTS, NM AND LQCKWASHEeRS. 5, COAXIAL TRA111.SSIAISSION UR GROUNDIM. A. YUMCAL RUNS TMT ARE 2W OR LESS SKALL RE RE A GROUNOING I MT' At ' E- TOP AND BEM OF TOWIX B. YEMCAL RUNS "T' ARE GREATER THAN 200" SHALL REQUIRE A GROUNI C XIT ON ANION TO THE A 4) FROM THE TOP EVERY 150' TOWARDS THE FUND UNTIL THE STANCE IS L S 1HAN 150' FRM THE GROUND (NOT FM MON01POLES)s C. SUIM AIR IS PROMM BY OTHERS MD M'rAt.LED BY CONTRAGM CONTRACTOR %TALL MAKE ALL. CONNECTIONS REQUM FOR INST&LATION♦ D. ALL GROUNDING I+CITS %KL BE PR(M08 BY O"ITrIERS AND MAI,•LED BY CONTRACM. 8. MMEUANEOUS MS TO BE CONNEM M THE GIMNDINC SrTE A. Alai METAL FRS FOSr WITW 6' OF THE Q=ND RING. B. TRANSMISSION LNE 94MCE HATCH, C. METAL CABINET PARTS NOT GROUNDED BY THE INTERNAL MUND FING. D. METAL Re SMRAGE Tom, E ANY SIGNIFICANT METAL 09W WITI N 6' OF THE I TE X GRC IGIO SYSTEM OR ANY MER Q' WDEO OBJECT. F♦ E)OOMR ICE SHELDS. Cu GENEPATOR AND SUPPORT SKID OR EASE AND SIM* 7. 1NSTAUATM AND TESTING JL NO " w SHALL CONSTKUM t`'" E E tFf ARE ANY DFF=LTlES,IlNSTAWNG GROUNDING is s DMOti 9. ci « 1 i~iGROUND AND CONt �.UtmlL M I4'`=` 11 i R INSPECIM WITH CONsnxcTION 8. THE WMMUM AUZAME RESISTANCE REAOING SHALL BE 5 OHMS TO OMM. IF THE tcnmrMCE OF THE U01RE OMMNG SYSTEM #S VEA%WD AT THE MASTER IMF 9. ALL EXPOSED GROUND LEM TO QiMll) RNG, PLACM IN CONOTTE, SML BE WASED IN 31e RDIBLE CONCUR. SEAL TYPE OR 9&A 10* ALL GROUND w .. EOUIPMENT GROUND . RM THAT ARE RUNNING S GROUND SHALL B RUN Mgr O: M .`R. ITO 12, COMPACT BAGKfU OF ALL TRIMMES FOR GROUNDS faNG. Snt SCE OR #57 STONE NA-Y BE USED FOR B cOLL I ATEt#AL.S. CONTRACTOR SHALL OBTAIN APPROVAL FOR BACWLL UATERIALS TO w n-qFn FRW C IMU - nN UAMWSR. •G 4" Lj . No �_. C • STATE mwwEcT aswnrH EXPOSEIT RACEWAY UNDERGRM RACEWAY t CONDUIT PJM 1`€ WARD ' EWER 5/8"0 x 10#-r GWM ROD GR MD ROD TEST 'DELL. ---- f - GRO UNt)ING CONDUCTOR EX07HERMIC QIM CONNECMN MECHAWA GROUND CMECTION ND em Professional Engine er ng Certificate of AUthorizadon No,: EB 7793 FLAGLE. 4601 Touchton Rd. Bldg. 300, Suite 3200, lacksonvfffe,32246 (AFL T• 904.450.4833 f C: 904.449.3565 F4Am G R WNW c, C L ENGINEERS AND LAND SURVEYORS P.O. BOX 11-0U BOONE, NC 2W7 ��� PHONE: , PONE: 828-2 ✓}��{/ -33 SCALE VERIFICATION Q 2e� BAR IS TWO INCHES ON ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY. NOT TO SCALE THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WR1TI"EN CONSENT of DYNAN GROUP, INC. REVISIONS x� DATE B APPROVALS � • 4 DATF. PRO,I, MANAGER: PROPERTY OWNER: DESIGNED: JAE DRAWN: JAE CHECKED; GAM BATE: 7 11-13 JOB NUMBER: 220-002-00 FILE: PARKA.IERA.EDGEWATERCUS.DW • ERALU .Ae MULDOWNEY F DA PROFESVON4 ENGINM P,.• o REGtSTTTO-N Nc,:43365 �. 0 INFORMiATION 14.1 op SMLD: PIFECO0129*9 EDGE WATER LANDING WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILITY EDGEWATER, FLORIDA SHEET TITLE GENEIML ELECTRICAL NOTES AND SYMBOLS SHEET NUMBER [ A 1, xm_ il � W2. a � IN Q, A I - 4#11- 01,301mius aR Stomi kill C�PROME (2) 4% PVC CONDUIT (OR AS RpWREa BY POWER caaPnNY} +ram SjLIjSMwG FoR Paws SERVICE. RARE T!7 UiltJil` iRMfSFtKiER. COORUNATE WfiH POWER COMPANY AS REQUIRED. �3 RUUTE Ct}NDUR TO EtlS7iN6 UMY POLE. SNP —UP, WEATFE AND LABEL CONOl1tTS At 94SE OF Uil!!tY POLEPROVIDE 4t1AZITE PUt180XE5 (DEt APPROVED BtUAt) MYR}I HEAVY WfY COVER MfiM L06Q "E}.E�tRICt11." FOR POWER CONDUIT(S) AS RE{tUIRED, COORDINATE WCM EiitLliY ('ANY. I. COM= MA L VE F AVAILAME FAULT CURRENT WTT PAR COMPANY AND ENURE ALL ELEGTR C& ECOPMENT IS SUTTAKE FOR AVAILABLE FAULT CURRw. 2• CONTW R SR L L�[lTass.�Ea��� �. (/f����ROPOSE LWQ j/���{�t OUND U€A M WITHIN THE �E % "� AREAS PRIOR TD COMM NCIM EXCAVATION. • 3 COORDINATE _DW LOCA710N OF AtL EMIT STUB UPS WITH CONSMiCTION LAMER. 4. GG WMR SKALL VM TIC BRING REDL DWS ff" THE MANUFACTURER. 5. PRQ1RDE PERltANW U48EiS AS SPECIFIED IN NEC 230-2(15)- 6. :DIRECT BURIAL GABLES ARU CONDUCTORS Sf iALL BE BNED A MMMUM OF W BMW FINISHED GWF CONDO OR S MLAR COVER IN ACCORDANCE WITH NM TAM 300-5. THE CONTRACTOR S iALL YEFdFY BURIED GONDtXT REQUIREMNS M THE GCVM9IG LOC& "ROY. 7. WHEN CONSTWMN DPERATi S RMUIRE GUnNG THROUGH THE GEoFAemc uN .AYM", THE CONRCTOR SKALL REPM/RMACE THE GE A IC IN 'E A OMAN WITH THE MANUFACTURER'S DETAXS MD SPE' WIGAT06. CALL BEFORE YOU DIG Sunshine State One Call 811, or',1-8t-432-4770 THE CONTRACTOR SHALL: VISIT THE- SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR. TO BIDDING. Professional Engineering Certificate of Authorization No,:. EB 7793. ���a�:•�c,ENS'F Q No.43365 `°�.•• STAT F ; WV' OfM FLAGLER 4601 Touchton Rd. Bldg, 300, Suite 3200, Jacksonville, FL 32246 T 904.450.4833 l C; 904.449.3565 ED C I BAN GROU p I NC. Ci1tIL ENGINEERS AND LAND SURVEYORS P.O. Box .1100 BOONE, NC 28607 PHONE: 828-287-3333 SCALE VERIFICATION BAR IS TWO INCHES ON 211 ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY. NOT TO SCALE THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRI17EN CONS -ENT OF DYNAN GROUP, INC. REVISIONS NO. DESMPT10' DATE APPROVALS DATE: BY,: PROD. MANAGER: 1. PROPERTY OWNER: DESIGNED* - JAE DRAWW JAE CHECKED: GAM GATE; 7-11-13 JOB NUMBER: 224-002-00 FILE: PARA. IFRA.EDGEWATERCD°5.DW ••. ac> . CIO -': GERALD A. MULD iNEY �� FLORM PROFEWOML MIS REGI.S'i'# '1'Y 4 i0.: 43365 JOB INFORMATION xr SITE I.D: PIFEC00129,9 E GEWATER. LANDING WIRELESS TELECOMMUNICATIONS NCO -LOCATION FACILITY EDGEWATER., FLORIDA SHEET TTTLE ELECTRICAL PLAN SHEET NUMBER i� GROUND SME 0I90C1ftECT TO SERVECE GROUtONG ECEGTROQE IN ACCORDANCE WltN NEC 250. �2 BOND FENCE POST TO GROUND Rdti (MICAL). �3 GROUND ROD ('iYPIC.AL). �# FUND ROD WtIH WE11 (TYP[Cllt). CONNECT TOWER TO GROUND RODS IN 6RtXJIVO RING. CONEt.ti TO TOWER BASE PIJITE OR GWWlUG PROVE By TOWER MPIC& 4 RACES). ("s ctaNNrocr C►TE TO GATE Posr {emu. FOR 2} Wrtt J4/0 WELpNG GiBt.E '(FIAT HAS CRlNPED AT'EACH ENS FOR 7HE CAaYYEt.O PROCESS, LEtVGTH Tt? AllOVt FULL SYANG OF GAM @OND Ft)5i' 11} GRf}41ND ROD. k!.! 80NU AE1. tlittltY FRAME LEGS TO GItOIND F8N6. AND FRNE LEGS TO ] PROPOSED THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALLDE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BIDDING. 01 CALL BEFORE YOU DID Sunshine State One Call �811 or 1-800-432-4770 �ga' i , 114 l 4 t* 1.00NW0MS SiRl BE MADE WM 1HOMAS AND DETTS KOM--SHIELD (TU OF JET Lam, INC). THERE 15 NO EQUIVALE " FOR 'HS ANTI—OM71ON COMPOUND. NO ilk D WILL BE ACCUM. COAT ALL IFS BUME LING, COAT ALL MWACES BEFORE CONNECTING. Al DIsSWILAR META. CONNECTIONS SFALL WOWMTE A '011"N TOOTH WASHE ' BETWEEN THE LUG AND THE META.. 2. CONTRACTOR SHkL VERIFY THE.ADEQUACY OF THE INSTAL S' S7101. CONTRACTOR SHALL CONDUCT A RESISTM TO EARTH MWCM IESI G': INTA .. , SYSTEM SHALL AMEVE A FUND RESISTANCE OF 5 (HMS. 4. SME COPPER CONDUCMRS SHALL NOT BE INST4M WHERE THEY MAY BE IN CORTAL7 VMH GALVANIZED MErALS. THE CONDUCTORS %OIL BE MLATED OR M IN PVC CONOW OR PLACM ON STAND OFF SUM THAT NO CONTACT BETWEEN DIFFERENT •< 8. iYHEN COPPER C{3NDUCTi?R5 ARE CONVECTED it? AWfii[HtW SURFl4CES OR CONOUCM, LUGS OR SPLIT BdtlTS MAM tN(tH THE DESIGNATION N.fCU Shall HE t15ED. Professional Engineering Certificate of Authorization No,: EB 7793 ''•EN- No. 4331 . S E .9- / /ON�1 111111 Y ` ` FLAGLEW 4601 Touchton Rd, Bldg. 300, Su"fie 3200, Jacksonvllk, FL 32246 T:904.450.4833 1 C:904.449.3565 IN L'_DC�wr �NAN R t! INC* CML ENGINEERS AND LAND SURVEYORS P"O. BOX 1.100 BOONE, IBC 28547 PHONE: 828-297-3333 SCALE VERIFICATION BAR IS TWO INCHES O3 ORIGINAL. DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST SCALES ACCORDINGLY, NOT TO SCALE THIS DRAINING MAY NOT BE COPIED OR REPRODUCED WTTHOUT THE. EXPRESS WRITTEN CONSENT CIE DYNAN GROUP, INC. REVISIONS W. DESM1MON DATE BY. APPROVALS DATE: PRD1. MANAGER: PROPERTY OWNER: DESIGNED: JAE DRAWN! .JAE CHECKED: GAM DATE: 7 1-13 108 NUMBER: 220-M2-00 PAP A.IFRA.EDGEATERCO`S.g1 .. �., _c GERALD A. MULQOWN Rlr GIST^"A1ION No.:,43365 \, JOB INFORMATION SITE LD: PIFECO0129#9 EDGEWATER LANDING 'MGULM TELECOMMUNICATIONS CO -LOCATION FACILITY EDGEWATER, FLORIDA SHEET TITLE GROUNDING PLAN SHEET NUMBER ■ NOTES: 1* FOR STANDARD GENERAL ELECTRICAL SPECIFICATIONS SEE SHEET EIwOO. 2. FOR SITE SPECIFIC: UTILITY CONDUIT LAYOUT SEE SHEET E2.00. 3. ALL CONDUIT RACEWAYS SHALL BE INSTALLED PER UTILITY TRENCH DETAIL SHOWN ON SHEET E6•00 ELECTRICAL DETAILS, 4, CONTRACTOR SHALL: ENSURE ALL ELECTRICAL EQUIPMENT IS SUITABLE .F,OR AVAILABLE FAULT CURRENT, 5. CONTRACTOR SHALL ROUTE POWER CONDUIT(S) AS SHOWN ON SHEET E2,00. COORDINATE ELECTRICAL SERVICE WITH UTILITY COMPANY, 6. CANE -LINE DIAGRAM IS SCHEMATIC ONLY, NOT INDICATIVE OF ACTUAL EQUIPMENT LAYOUT. (2) 4" CONDUITS w/P LLSTRINGS FOR POWER � OR AS REQUIRED BY LOCAL POWER COMPANY. SEE NOTE 5, PROVIDE 1 0/240V, 1 PHASE, NEMA 3R, +GANG METER BANK WITH 280A SOCKETS AND PREIRED BREAKER HOUSINGS. ♦HMw4 ,w4 4 y V 4 < I V PROVIDE 3/4" CONDUIT FOR GROUND SERVICE DISCONNECT TO SERVICE GROUNDING ELECTRODE tN ACCORDANCE WITH NEC 250. ONE LINE DIAGRAM to 7' MItV, (FIEI.D 1/EFttFY} 1 36: x36"XI O" NEMA 3R TELCO BOX *4...f Z TO GROUND Sao MP.) cy- O 0 U WATEI `11 HT ENDCAPS (TYP.) STANDARD UNISTRUr END CAPS (TYP.) 3" DM SC H. 40 SUPPORT PIPE (TYP.) ®s PANELGANG METER 1 S CONTRACTOR, O• LrrILITY COMPANY FOR MANUFACTURER AND MODEL SEE ELECTRCIAL NOTES* lkrlm7jml"� e r(KWH, �iraATTACHED sa�o 64 NX SK ':. ! 1.�_ Y � hh ' .��\ ` ' ♦ \�C• "v( 4414 \,� Ah.� \,.L 41fr�\ ,h �•� � � � \� ♦3q, � ! 1, _�. � �,� �,,�\ ,\ � 1` V... R�,i ```�\.. Ti4 �,. .h\\/. .V4•"..(1hk. NN Yf 2-4" TELCO CONDUITS PRC3POSED UTILM CONDUITS, V FY (BY OTHERS) / ONE -LINE DIAGRAM OYP.) METER DETAIL NOTES: CENTER RACK & HIMPRAME Im CONTRACTOR, SHALL FIELD LOCATE THE tMLITY FRAME AS SHO N..ON SITE LAN. 2.. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE CONDUIT RUN TO THE MAIN SERVIE CONNECTION). OR TRANSFORMER. 3. THE CONTRACTOR SHALL, COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE GROUND ROD REQUIREMENTS. IF REQUIRED, THE CONTRACTOR SHALL ORDER AND PAY FOR NECESSARY GROUND TESTS. 4. ADJUSTMENTS TO THE METER PEDESTAL DESIGN MAY BE REQUIRED DEPENDING ON THE EXACT METER PANEL INSTALLED. CONTRACTOR. SHALL FIELD COORDINATE ADJUSTMENTS AND INFORM THE ENGINEER IF ANY UNUSUAL CONDITIONS ARE FOUND TO EXIST. 5, BOND TELCO BOX TO GROUND DER PHONE COMPANY REQUIREMENTS. 5 REFER TO ELECTRICAL SHEETS FOR ADDITIONAL EQUIPMENT INFORMATION* N=T,S. nsw 0 X4\/"-/, R CONCRETE[fit"' ST FOOTING CrYP.) ','(3000 -PSI MIN.) \% THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BIDDING, Professional Engineering Certificate of Authorization No.. EB 79 FLAGLER" ........... 4601 Touc to i Rd. Bldg. 300, Sulte 3200, Jackson4te., FL 32246 T: 904.450.4833 1 C: 904.449.3565 NAfq G ROU CML ENGINEERS AND LAND SURVEYORS P,O. BOX I.I£0 BOONE, NC 28607 PHONE: 828-297-3333 -------------- SCALEJEfU 0 2� BAR IS TWO INCHES ON ORIGINA€. DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST" SOLB ACCORDINGLY. NOT TO SCALE THIS DRAWING MAY NOT BE COPIED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONVENT OF DYNAN GROUP, INC. tv�a 1 V. 3�REVISIONS DESCRT { ;ON DATE E ay: APPROVALS DATE., PR0 1 MANAGER. PROPERTY OWNER: DESIGNED; JAE DRAWN* JAE CHECKED; GAM DATE: 7 l 1" 1 ..: ,NUMBER** 220- 2-4 PARA.IFRA.EDGEWATE:RCD`S.E 5 RALD A. MULDOWNEY Y'ii.elMDA itiOFMOi79°bT EKINM RMJSTRVTON No.: 43365 JOB INFORMATION SM I.0s PIFECO0129.9 EDGEWATER LANDING WIRELESS TELECOMMUNICATIONS CO -LOCATION FACILrff EDGEATER, FLORIDA SHEET TITLE ONE -LINE DIAGRAM 1-FRAME DETAIL SHEET NUMBER Ir��TOR(AS RMU• ♦.wx L E R"' T% F L A a fal . wUwnirwanrwiRwwn ��'lA f� ��1► MMWaW WUI M BRA (FM TOM DEB A a• TAT WL M 4601 TouchtonNJ�Ry)df'y�s ��111�� �'. i �1�. '�V 11���.�a1 Jacksonville., FL 32246 Bldg. ���r SuiteMew-�Mt ADAPTER (FOR SLED MOUNTM) a * Dw AWG BN (TM) T: 904.450.4833 1 C: 904.449.3565 1 WEAL 7/16P Mk HO.EC".) 44 r . w 2 AWG 8ARE TIRE011, LOOP MR) 4 SOUD OWPER WIRE CAME ID CABLE QkDWELD Vj (D 3 # 0 wR S>` '...�4 0 0 Q ..,,,,,,.,,,; { CADS MNO RBI i /� Q .► t#'K,r, . ` i S,ti'`''"� �,, '"`�.� TO MD f ir• .• N.!"!m.. Ro 1 �"'� �� .•» tit ENGINEERS AND LAND SURVEYORS jillC'wl ti,.�'r ,,••�,,. IDP.O. SGX 1100�.. _V TO amm Rid (m) O 940 BOONE, NC 28607 ONE: 828-297-3333 K BID Ift #2 AWG 9CW 12 ,TWO B (TYP.) . YERTICAL-POSTCOSCALE Yi- X» NQTE CTED IQ RI Q 2 BAR IS TWO INCHES ON �.. VERTICAL POSTS SHALL BE BC31iD��i TO THE GROUNDRING AT �� CQR.NER. AND AT ORIGINAL DRAWING.#2 AWG W T � �B 2" Mk ALE MUM ONE VERTICAL POST SHALL BE BONGED TO THE GROUND t� NOT � ��C�Es �� THIS � �R� �l�G EACH SATE POST, AS A MINIMUM UPPER YORE RII� RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. SHEET, AD3uST SCALES ACCORDINGLY. 2. HORIZONTAL �i�►. POLES SHALL BE BONDED TO EACH Q�ER'1n (1) �:� � TOWER �Rau�D � �� �� OF LOOSE NOT TO SCALE 2 CON�� FOR OM GR D � 5 Uk GRAD { } ` MVEL .&..BOND EACH HORIZONTAL POLEIRACE TO EACH ETHER AND TO EACH VERTICAL POST THIS DRAWING SAY NOT BE COPIED BW TO OR= RK TM ST00" OR OMER THAT IS BONDED TOTHE' EXTERIOR GROUND RINGs OR REPRODUCED WITHOUT THE GROUND BW AS REOUNdED ExPRESs WR:nEN CONSENT of DYNAN GROUP, INC FENCE GROUNDING3 REVISIONS TYPICAL GROUND BAR TEST WELL DETAIL N0, DESMIFnV4 DATE N. TS. .. .__.._..._. . ...M NATURAL EAM COVER #6 AW (MCMDW FM "OMI APPROVALS DATE: FINISHED GRADE mm w D?.) PRO]. MANAGER: M ANTENNA CB tAL ALE ., ''""""'`'"""'""'_"" MW MP GROUW MR PROPERTY OWNER., AWIND KIT MPM) (AT OP Or MONOPOLE) CDAWL CABIE PORT DESIGNED: JAE c AT MND C�EM DRAWN- )AE CHECKED: GAM • 7-11-13 BATE. t Y +1"�a.W PBf' "'�� �• .usER, as--a�a R � .^, :-»♦,�, ; Y` AT IM ERIDGE 8M (a SOT= OF .,,,,. ; ARA}IERAiEI1GEATERCD S»D WG {fit• N/� f''[ C L>...1 • 1 . iJ .4 V � • � .. } • .S+,K. RYT J,'f,,,[. '1a. fq. NiN cm Cox {'q > _`*st.a 3 ;>"w,->...� ; .«„ ..'' i + ♦'r ii4 f _ .fMA.MMMl1Mli MN D CONDUC TOR MOO STATE 41 �• l A. MULDOWNEY TO IM MADGE 9MD M Oil A� ����� FLORIDA PROFESSIONAL D ER DU G (MCAL � r o l l %RE-GtSTRATToN No.: 43365 Q�VID RING MR 4) 108INFORMATTION • x MONOPOLE FOUNDAlMN THE CONTRACTOR SHALL VISIT TW SITE BEFORE , ��re Eiiy�.;� 0 Q • �����T��:7 ��TRw �s�R�/'.t ��L iw i.#I'M��i1rR� J2 AM M TINNED �r BIDDING ON THE �Iz CONTAINED EDGE ATER LANDING COPPER WIRE GROUND RIB WIRELESS OMISSIONS SHALL BE BROUGHT TO THE TELECOMMUNICATTONS 10p..0" I" ENGINEER'S. ATTENTION PRIOR TO BIDDING. CO-LOCAMN FACILM EDGEWATER, FLOFUDA .NOTEsQNWSHEET TITLE 51ir Q "AD ROD (W.) NUMBER GROUND M MAY VARY DEPENDING ON THE ANIMA R Mwi ,• ' � � D�� W CONNECTION I, P�� IENTAT AS REQUIRM. D ETAI SHEET NUMBER GROUND RING DETAIL TOWER GROUNDING DETAIL.. N. T=S. N. T.S. goo Professional Engineering Certiftate of Authorization No.; EB 7793 FLAGLER Pmm UMW.-- WOW pff MNM commm a* mm WIAM a `__w 4601 Tauchton Rd, SP M Bldg. 300, Suite 3200, Jadc9onville, FL 32246 T: 904.450,4833 j C; 904.449.3565 TOP ' ZMto NAIURAL W" 6* BMX W" K X-"0 01, +� ,r / .. TOP OF � � SW FILL OR APPRM EQLWALENr NATURAL GRADE ED C�; I or e f ✓, - r`S{ice. , -5 COMPACTED BAWD.. ; , x N Am G R'RJ IVi JIV- INC, N IN t• 1. comw• • • '' C�VII ENGINEERS AND LAID SURVEYORS %%14 der.sd�r'� • s.. `,�►, P.O. BOX 1100 AlpSW FILL TOP ..t ,ram �.: BtN,C �' ,, `•• ��g • •'' PHONE; &z8-9?-333 RM E MAM `;,,� r SCALE VERIFICATION VIA0 11 �i ^,� . ' :, �'' AI r BAR 15TWD INCHES ON 2. TOP OF CONNr ORIGINAL DRAWING. • .� !3' ri 1; � r ft _•s. •; ••r•• 61 IF NOT TWO INCHES ON THIS , THE CONTRACTOR SHALLVISIT` THE SITE BEFORE � SHEET, SC.�ALES BIDDING ON THE WORKC€�NTAINED ITN ACCORDINGLY. • ``,,''� go THIS DESIGN PAC►GE, . DISCREPANCIES AND OMISSIONS SMALL BE BROUGHT TO THE NOT TO SCALE ENGINEER'S ATTENTION PRIOR TO BIDDING. __ THIS MWING MAY NOT BE COPIED s s OR REPRODUCED WMiOUT THE EXPRESS WRITTEN CONSENT OF DYNAN GROUP, INC. REWSIONS TRENCH DETAIL FOR BURIED CONDUIT TRENCH DE A . � R ����ON -------- --- N. T. S. 2 BURI.ED CONQUIffS N. T.S. COMM IA". imajaw FIDE UM" WM14 WE DATE: FDW,C0WW10 I' BEM GRADE AT S SPACINGr "I PRO]. MANAGER: ...... TM OF ORM PROPERTY OWNER. mom kk1 1I11 .. .. : � DESIGNED:,IAE DRAWN: JAE CHECKED* GAM 7� �, 7-11-13 ]OB NUMBER: POW CMDtJff ®N Y �FTLE: PARA.iERA.Et3GE ATER+ 'S.A ..►• s► �`' "gyp •v\GIlk E Ns •• No. 433 TM OF COMA ,,' - - . •• ' ,, ;' ,�,� '• E O . +.� ,•'�.• ST � � AR I�t�trDO�NNEY FLOW .. or .. . %�. FOGID 111a11 ` INFORMATION EDGEWATER LANDING TELECOMMUNICAlMONs �`...: CON FACILITY =- EDGEWATER, FLORIDA Rw Ste. Ta M SHEET TITLE ADVW ELECTRICAL PC COMM (SIZE AS S*M ON DETAIL WWI=) SHEET NUMBER TRENCH DETAIL FOR.. CONDUIT cj 1.Usaw-up 4 4 BURIED CONDUITS N. T. S. N. T,5• Professional Eng needng Certificate of Authorizadon.. 3 6w00