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E.P. T1 TITLE SHEET CORAL BAY ’ ” ’ ” SITE SITE x x x x x SITE SITE PROPERTY: PROPERTY INFORMATION: OWNERSHIP: ESTATES: 6/14/23 bd 2UJEWNN_ 133HS NV 1d 3LIS SUL 1a3HS NOWWONNO4 FIOdONON = “3dAL LIS 40800 IASN ‘NHOP INIYS walMvND AVE WHOd ‘| “ON WNMOYVD “1S3 ‘y-9 “ON T30uvd — ‘SS3NGQV AVE WYOO awn aus 3H SINBINOD 3HL 40 NOUYOII0QM YO NOUNEALY “3SN3 Ae brs dao "ah tw Seow nos) 100 HL OUR gO. 3 UaTWE SSN NaNT2ED SH 2 NOSSO 9340 3HL ¥30NA MLV Sav AML SSOP NOS AGH MEO RUD 8 F-60L NITNO. 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PROPOSED SITE PLAN SI-1 PROPOSED AREA FOR THE CONSTRUCTION OF A TELECOMMUNICATIONS SITE WITH AN 100 FT HIGH SELF SUPPORT MONOPOLE CENTER COORDINATES LATITUDE: 18° 20' 59.0936" LONGITUDE: -64° 42' 58.0672" X = 381,496.914 MTS Y = 258,008.575 MTS LEASED AREA: 185.8061 sqmts. = 2,000.00 sqft. PROPOSED ACCESS AND UTILITY EASEMENT 197.307 sqmts. = 2,123.7945 sqft. 6/14/23 E.P. C1 PROPOSED COMPOUND SITE PLAN PROPOSED AREA FOR THE CONSTRUCTION OF A TELECOMMUNICATIONS SITE WITH AN 100 FT HIGH SELF SUPPORT MONOPOLE CENTER COORDINATES LATITUDE: 18° 20' 59.0936" LONGITUDE: -64° 42' 58.0672" X = 381,496.914 MTS Y = 258,008.575 MTS LEASED AREA: 185.8061 sqmts. = 2,000.00 sqft. 6/14/23 IF THE STRUCTURAL ANALYSIS FOR THIS TOWER WAS PERFORMED BY OTHERS, AW SOLUTIONS PUERTO RICO, LLC. ACCEPTS NO LIABILITY FOR THE STRUCTURAL CAPACITY OF THIS TOWER. THE CONTRACTOR SHALL COORDINATE WITH AND COMPLY WITH THE PROVISIONS OF THE STRUCTURAL ANALYSIS PRIOR TO THE INSTALLATION OF ANTENNAS AND COAX ON THIS TOWER. REFER TO STRUCTURAL ANALYSIS OR STRUCTURAL LETTER FOR APPROVAL OF ADDITION OF NEW TOWER APPURTENANCES. IF STRUCTURAL ANALYSIS SHOWS NEED FOR TOWER REINFORCEMENT, REFER TO ADDITIONAL DRAWING SET DEDICATED SPECIFICALLY TO TOWER REINFORCEMENT FOR THIS SITE. REFER TO STRUCTURAL ANALYSIS FOR REQUIRED PROVISIONS FOR COAXIAL CABLE SUPPORT AND CONFIGURATION. ALL OTHER CARRIERS’ APPURTENANCES MAY NOT BE SHOWN IN ELEVATION. REFER TO STRUCTURAL ANALYSIS. MONOPOLE ELEVATION SCHEMATIC ONLY. REFER TO STRUCTURAL PLANS BY EMMANUEL POULIN, USVI PE, LIC.#709-E, DATE; 01/22/2023 FOR FOUNDATION DESIGN & ANALYSIS. PROVIDED BY A BLUE SKY TOWERS lll, LLC REPRESENTATIVE. FOR MONOPOLE ASSEMBLY, REFER TO AMBOR STRUCTURES REV A PLANS; TITLE 100FT, 202MPH TIA H, SITE NAME: USVI-00231 WEST END, PROVIDED BY A BLUE SKY TOWERS Ill, LLC REPRESENTATIVE. SITE ELEVATION SELF SUPPORT MONOPOLE 100’-0" PROPOSED PROPOSED LIBERTY MOBILE ANTENNA ae @ + 98 FT AG.L. RAD CENTER FUTURE ANTENNA eee @ + 88 FT AG.L. RAD CENTER FUTURE ANTENNA Tea @ + 78 FT AG.L. RAD CENTER PROPOSED 100FT HIGH a SELF SUPPORT MONOPOLE PROPOSED ELECTRICAL METER BANK (REFER TO ELECTRICAL DRAWINGS FOR DETAILS) PROPOSED 8FT HEIGHT CHAIN LINK FENCE WITH RAZOR AND BARBWIRE PROPOSED MONOPOLE FOUNDATION (& Liberty UBERTY MOBILE USM! INC. 279 AVE PONCE DE LEON SAN JUAN PR 00917 BLUE SKY TOWERS Il, LLC 352 PARK STREET STE 106 NORTH READING MA 01864 MW. ‘AW SOLUTIONS PUERTO RICO, LLC ‘AAI CALLE 22 RIVER W BAYAMON PR 00961 DRAWN BY: ACR. CHECKED BY: 04/19/23] ISSUED FOR CONSTRUCTION EVIEW TT 1S A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THS DOCUMENT. UNLESS EXPLICTLY AGREED TO BY AW SOLUTIONS (IN WRITING, AW SOLUTIONS PUERTO RICO LLC DISCLANS ALL LABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN, SITE NAME: CORAL BAY ‘SITE ID: USVI-00408 ADDRESS: 6-4-1 ESTATE CAROLINA NO.1 CORAL BAY QUARTER CORAL BAY, ST JOHN, VI 00830 SITE TYPE: NEW SITE BUILD ‘SHEET TITLE: SITE ELEVATION SCALE: NOT TO SCALE ‘SHEET NUMBER: C2 E.P. C3 EROSION & SEDIMENTATION CONTROL PLAN PROPOSED AREA FOR THE CONSTRUCTION OF A TELECOMMUNICATIONS SITE WITH AN 100 FT HIGH SELF SUPPORT MONOPOLE CENTER COORDINATES LATITUDE: 18° 20' 59.0936" LONGITUDE: -64° 42' 58.0672" X = 381,496.914 MTS Y = 258,008.575 MTS LEASED AREA: 185.8061 sqmts. = 2,000.00 sqft. 6/14/23 1°x1"x3’-0" OAK STAKE, 8° 0.C. MAX. MIRAFI 100X WOVEN FABRIC TAMPED BACKFILL SOO KOE 1"x1"x3'-0" OAK STAKE. (2) PER BALE. HAY OR STRAW BALE Ca KKKKS YN EMBED BALE 4” INTO SOIL 6" TIGHTLY ABUT ADJACENT BALES et ek BME = : laf NaI ey at Hl lu Hl : WINWA I N = ‘STRAW BALE DIKE DETAIL =orn SCALE: NTS WIRE WRAPS TO FIX FABRIC TO POST STEEL POST @ 4’ 0.C. 36” 0.0.1. APPROVED FABRIC WIRE WRAP TIE (5 PER POST) Zz z - EXIST. GROUND. “ ——ODCILG GG: ° “\ KBRRKAK RRRRR g {__“¥ SSS z RRR : RN ° FLOW | | LJ ! TRENCH, LAY FABRIC AND BACKFILL SILT FENCE DETAIL (IF NECESSARY) SCALE: NIS 1. THE FILTER FABRIC USED SHALL BE TYPE | OR Il AND SHALL COMPLY W/ ALL NATIONAL, STATE AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ). SILT FENCE HEIGHT SHALL BE A MINIMUM OF 2.5 FEET ABOVE GROUND HEIGHT. CONSTRUCT SILT FENCE OF A CONTINUOUS ROLL CUT THE LENGTH OF THE BARRIER TO AVOID JOINTS, FABRIC TO BE FASTENED SECURELY TO FENCE POSTS WITH 1 INCH STAPLES OR TIE WIRES. 4. SUPPORT FABRIC WITH WOVEN WIRE MESH (TOP AND BOTTOM WIRES SHALL BE 10 GA. OTHER WIRES SHALL BE AT LEAST 12.5 GA.). OPENING SHALL BE 6” MAX. SPACING. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH 1” STAPLES, NAILS OR TIE WIRES. 5. POST FOR SILT FENCE SHALL BE STEEL. 6. FENCE POST SPACING SHALL NOT EXCEED 4 FEET 0.C. 7. _EXCAVATE A TRENCH APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UP SLOPE FROM THE BARRIER. BACK FILL THE TRENCH WITH #57 STONE PLACED OVER THE FILTER FABRIC. DO NOT ATTACH FILTER FABRIC TO EXISTING FENCES, TREES, ETC. REMOVE FENCING FOLLOWING STABILIZATION OF SLOPES AND ALL DISTURBED AREAS, we em GRADE TO DRAIN 6” OF ASTM #67 C-33 GRAVEL, THROUGHOUT COMPOUND AND 2’ BEYOND FENCE ON ALL SIDES (IF WITHIN LEASE AREA) WOVEN GEOTEXTILE, MIRAFI CAT# 500X OR APPROVED EQUIVALENT COMPACTED SUBGRADE COMPOUND FENCE [>] GRAVEL COMPOUND DETAIL SCALE: NTS (& Liberty UBERTY MOBILE USM! INC. 279 AVE PONCE DE LEON SAN JUAN PR 00917 BLUE SKY TOWERS Ill, LLC 352 PARK STREET STE 1 NORTH READING MA 01864 MW. ‘AW SOLUTIONS PUERTO RICO, LLC ‘AAI CALLE 22 RIVER W BAYAMON PR 00961 ORAWN BY: ACR. CHECKED BY: E.P. 04/19/23] ISSUED FOR CONSTRUCTION EVI 0 B 03/31/23} I A 5/ ISSUED FORT KEN TT 1S A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER. THS DOCUMENT. UNLESS EXPLICTLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS PUERTO RICO LLC DISCLANS ALL LABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS. HEREN, SITE NAME: CORAL BAY ‘SITE ID: USVI-00408 ADDRESS: 6-4-1 ESTATE CAROLINA NO.1 CORAL BAY QUARTER CORAL BAY, ST JOHN, VI 00830 SITE TYPE: NEW SITE BUILD ‘SHEET TITLE: DETAILS ‘SHEET NUMBER: C4 E.P. DETAILS C5 SUBGRADE PROOF ROLLED/COMPACTED CLASS 4 GEOTEXTILE MATERIAL "MIRAFI-500X" (OR EQUAL) 3" OF #3 STONE (3" TO 4" STONE CLEAN) 3" OF DGA STONE (1" OR LESS WITH FINES AND DUST) NOTE: -USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED. -AGGREGATE IS BASED ON STANDARD AASHTO. -SLOPE NOT TO EXCEED 1/4" PER FOOT TO MAX. GRADE OF 6" FROM CENTER OF COMPOUND TO EACH FENCE LINE NOTICE WARNING x AUTHORIZED PERSONNEL ONLY x HARD HATS REQUIRED x WATCH FOR FALLING MATERIAL x WATCH FOR TRIPPING HAZARDS x WATCH FOR UNEVEN SURFACES x IN THE EVENT OF A T-STORM, VACATE THE COMPOUND INFORMATION 6/14/23 TYPICAL STYMIE LOCK OR SIMILAR APPROVED BY OWNER GATES STRETCHER BARS GATE KEEPER BRACKET VERIFY WITH BLUE SKY TOWER THE NUMBER OF PADLOCKS REQUIRED E.P. FENCE DETAILS C6 6/14/23