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SITE NAME CLAIRMONT SITE ID VI020 SITE ADDRESS 73 CLAIRMONT CHRISTIANSTED, USVI 00820 PROPOSED 100-FT MONOPALM STEALTH TOWER CODE COMPLIANCE PROJECT CONTACT DIRECTORY USVI 811, INC. CALL 811 48 HOURS BEFORE YOU DIG ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: SITE OVERVIEW DIRECTIONS FROM HENRY E. ROHLSEN AIRPORT: DEPART AND HEAD SOUTHEAST ON HENRY E ROHLSEN AIRPORT. TURN LEFT ONTO VI-64 / W AIRPORT RD. ROAD NAME CHANGES TO VI-65. BEAR RIGHT ONTO VI-652. KEEP STRAIGHT TO GET ONTO VI-707. TURN LEFT ONTO VI-75 / QUEEN ST. TURN LEFT ONTO VI-313 / VI-80 / N SHORE RD. TURN LEFT ONTO VI-78 / PRAXEDES NIEVES RIDGE RD. TAKE A SHARP RIGHT ONTO CLAIRMONT ESTATE. ARRIVE AT CLAIRMONT ESTATE ON THE RIGHT. R TYPE OF OCCUPANCY: SITE TYPE: TOWER TYPE: TOWER HEIGHT: TOWER LATITUDE: TOWER LONGITUDE: GROUND ELEVATION: ZONING JURISDICTION: PARCEL ID: ZONED: PROJECT AREA: DISTURBED AREA: POWER COMPANY: TELCO/FIBER COMPANY: LAND OWNER: CARRIER: APPLICANT: SITE ENGINEER: SURVEYOR: SHEET INDEX DESCRIPTION HILLTOP PROPERTIES, LLC 1215 KING CROSS STREET, CHRISTIANSTED, USVI 00820 LIBERTY PR 996 SAN ROBERTO STREET, MONACILLOS RIO PIEDRAS, PR 00926 INFRA TOWERS, LLC 1800 DIAGONAL ROAD, STE 600 ALEXANDRIA, VA 22314 DELTA OAKS GROUP, PLLC 4904 PROFESSIONAL COURT RALEIGH, NC 27609 CONTACT: WILLIAM RHETT BUTLER, PE (919) 342-8247 THE GREEN PIECE ENGINEERING + ENVIRONMENT, LLC 5001-12 CHANDLERS WHARF CHRISTIANSTED, VIRGIN ISLANDS 00820 PHONE: (340) 778-7474 EMAIL: JEFF@THEGREENPIECE.US DESCRIPTION SHEET NO. SHEET NO. TELECOMMUNICATIONS RAWLAND MONOPALM STEALTH TOWER 100-FT +/- 17° 46' 27.007" N (17.774169°) 64° 46' 27.767" W (-64.77438°) 838.5-FT +/- AMSL (NAVD 88) DPNR, US VIRGIN ISLANDS 201207052500 R-1 0.11 ACRES (4,774 SF) 0.1 ACRES (4,192 SF) VIRGIN ISLANDS WATER AND POWER AUTHORITY (WAPA) PHONE: ( 340) 773-2250 TBD VICINITY MAP LOCAL MAP SITE SITE PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL TITLE SHEET T-1 x THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. x A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE APPROX. ONE TRIP PER MONTH. x THE PROJECT WILL NOT RESULT IN A SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. x NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED x NO COMMERCIAL SIGNAGE IS PROPOSED. GENERAL NOTES INFRA TOWERS, LLC 1800 DIAGONAL ROAD, STE 600 ALEXANDRIA, VA 22314 SITE COORDINATES 17° 46' 27.007" N, 64° 46' 27.767" W 1. ANSI/TIA/EIA-222-G 2. LOCAL BUILDING CODE 3. CITY/COUNTY ORDINANCES 4. 2018 INTERNATIONAL RESIDENTIAL CODE 5. 2018 INTERNATIONAL BUILDING CODE 6. 2018 INTERNATIONAL FIRE CODE 7. 2018 INTERNATIONAL PLUMBING CODE 8. 2018 INTERNATIONAL MECHANICAL CODE 9. 2018 INTERNATIONAL FUEL GAS CODE 10. 2018 INTERNATIONAL ENERGY CONSERVATION CODE 11. 2020 NATIONAL ELECTRICAL CODE Michael L Lassiter 2022.12.09 15:49:38 -05'00' SCALE: 1" = 100 ft s//E/dzDWϭΗсϮϬϬϬĨƚ The Green Piece Engineering + Environment, LLC ϱϬϬϭͲϭϮŚĂŶĚůĞƌΖƐtŚĂƌĨ ŚƌŝƐƚŝĂŶƐƚĞĚ͕ sŝƌŐŝŶ/ƐůĂŶĚƐϬϬϴϮϬ WŚ͗ ϯϰϬ͘ ϳϳϴ͘ ϳϰϳϰ ǁǁǁ͘ ƚŚĞŐƌĞĞŶƉŝĞĐĞ͘ ƵƐ PROJECT NUMBER: 22X049 Infra Towers, LLC 1800-600 Diagonal Road Alexandria, VA 22314 S-1 SITE SURVEY >'E y/^d͘ hd/>/dzWK> y/^d͘ d>W /ZKE&KhE ,/^>DZ<&KhE KDWhdWK/Ed ^ƵƌǀĞLJĞƌƚŝĨŝĐĂƚĞ /͕ :ĞĨĨƌĞLJĂƚĞŵĂŶ͕ ĚŽŚĞƌĞďLJĐĞƌƚŝĨLJƚŽ/ŶĨƌĂdŽǁĞƌƐ͕ >>͕ ĂĞůĂǁĂƌĞ ůŝŵŝƚĞĚůŝĂďŝůŝƚLJĐŽŵƉĂŶLJǁŝƚŚŝƚƐŚĞĂĚƋƵĂƌƚĞƌƐĂĚĚƌĞƐƐĂƚϭϴϬϬ ŝĂŐŽŶĂůZŽĂĚ͕ ^ƵŝƚĞϲϬϬ͕ ůĞdžĂŶĚƌŝĂ͕ sϮϮϯϭϰ͕ /ŶĨƌĂ,ŽůĚŝŶŐƐ͕ >>͕ ĂĞůĂǁĂƌĞůŝŵŝƚĞĚůŝĂďŝůŝƚLJĐŽŵƉĂŶLJ͕ /ŶĨƌĂ/ŶƚĞƌŵĞĚŝĂƚĞ,ŽůĚŝŶŐƐ͕ >>͕ ĂĞůĂǁĂƌĞůŝŵŝƚĞĚůŝĂďŝůŝƚLJĐŽŵƉĂŶLJ͕ ĂŶĚĞĂĐŚŽĨƚŚĞŝƌĂĨĨŝůŝĂƚĞƐ ĂŶĚůĞŶĚĞƌƐ͕ ƚŚĞ&ĞĚĞƌĂůǀŝĂƚŝŽŶĚŵŝŶŝƐƚƌĂƚŝŽŶ͕ /ƐůĂŶĚdŝƚůĞ^ĞƌǀŝĐĞƐ ŽƌƉŽƌĂƚŝŽŶ͕ >ŽǁĞŶƐƚĞŝŶ^ĂŶĚůĞƌ>>W͕ ^ƚĞǁĂƌƚdŝƚůĞ'ƵĂƌĂŶƚLJ ŽŵƉĂŶLJ͕ &ŝĚĞůŝƚLJEĂƚŝŽŶĂůdŝƚůĞ/ŶƐƵƌĂŶĐĞŽŵƉĂŶLJ͕ KůĚZĞƉƵďůŝĐ EĂƚŝŽŶĂůdŝƚůĞ/ŶƐƵƌĂŶĐĞŽŵƉĂŶLJĂŶĚƚŚĞƐƵĐĐĞƐƐŽƌƐĂŶĚĂƐƐŝŐŶƐŽĨ ĞĂĐŚŽĨƚŚĞĨŽƌĞŐŽŝŶŐ͕ ƚŚĂƚƚŚŝƐƐƵƌǀĞLJǁĂƐŵĂĚĞŽŶƚŚĞŐƌŽƵŶĚ ƵŶĚĞƌŵLJƉĞƌƐŽŶĂůƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚƚŚŝƐƉůĂƚŝƐĂƚƌƵĞ͕ ĐŽƌƌĞĐƚĂŶĚ ĂĐĐƵƌĂƚĞƌĞƉƌĞƐĞŶƚĂƚŝŽŶŽĨƚŚĞĨĂĐƚƐĂƐĨŽƵŶĚĂƚƚŚĞƚŝŵĞŽĨƚŚĞ ƐƵƌǀĞLJ͘ /ĚŽŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚĞƐƵƌǀĞLJĐŽŶĨŽƌŵƐƚŽƚŚĞĐŽŶĚŝƚŝŽŶƐĂŶĚ ƐƚŝƉƵůĂƚŝŽŶƐĂƐĐŚĞĐŬĞĚ;džͿďĞůŽǁ͘ ; Ϳϭ͘ dŚĞďŽƵŶĚĂƌLJůŝŶĞƐĂŶĚĚŝŵĞŶƐŝŽŶƐŽĨƚŚĞ/ŶĨƌĂdŽǁĞƌƐΖ >ĞĂƐĞĚƌĞĂ͕ ĐĐĞƐƐĂŶĚhƚŝůŝƚLJĞĂƐĞŵĞŶƚƐ;ĐŽůůĞĐƚŝǀĞůLJ͕ ƚŚĞ ΗĂƐĞŵĞŶƚƐΗͿŝŶĚŝĐĂƚĞĚŚĞƌĞŽŶŝƐĐŽƌƌĞĐƚ͘ ; ͿϮ͘ dŽƚŚĞĞdžƚĞŶƚƚŚĞ>ĞĂƐĞƌĞĂĂŶĚĂƐĞŵĞŶƚƐŝŶĚŝĐĂƚĞĚ ŚĞƌĞŽŶĂƌĞƉĂƌƚŽĨĂƉĂƌĞŶƚƉĂƌĐĞů͕ ƐƵĐŚ>ĞĂƐĞWĂƌĐĞůĂŶĚĂƐĞŵĞŶƚƐ ĂƌĞůŽĐĂƚĞĚǁŝƚŚŝŶƚŚĞďŽƵŶĚĂƌŝĞƐŽĨƚŚĞƌĞĐŽƌĚƚŝƚůĞůĞŐĂůĚĞƐĐƌŝƉƚŝŽŶ ŽĨƐƵĐŚƉĂƌĞŶƚƉĂƌĐĞů͘ dŚĞůŽĐĂƚŝŽŶŽĨƐĂŝĚ>ĞĂƐĞWĂƌĐĞůĂŶĚ ĂƐĞŵĞŶƚƐƌĞůĂƚŝǀĞƚŽĂŶĂƉƉƌŽdžŝŵĂƚŝŽŶŽĨƚŚĞůŽĐĂƚŝŽŶŽĨƚŚĞ ďŽƵŶĚĂƌŝĞƐŽĨƚŚĞƉĂƌĞŶƚƚƌĂĐƚŝƐŝůůƵƐƚƌĂƚĞĚŽŶƚŚĞŝŶƐĞƚƐŚŽǁŶ ŚĞƌĞŽŶ͘ ; ͿϯĂ͘ ^ƚĂŬĞƐĂƌĞƐĞƚĂƚĞĂĐŚƉƌŽƉŽƐĞĚ>ĞĂƐĞƌĞĂĐŽƌŶĞƌ͘ ; Ϳϯď͘ ^ƚĂŬĞƐĂƌĞƐĞƚĂƚƉƌŽƉŽƐĞĚƚŽǁĞƌůŽĐĂƚŝŽŶ͘ ; ͿϯĐ͘ ^ƚĂŬĞƐĂƌĞƐĞƚŝŶƚŚĞĐĞŶƚĞƌůŝŶĞŽĨƉƌŽƉŽƐĞĚĐĐĞƐƐZŽĂĚ͘ ; ͿϯĚ͘ ^ƚĂŬĞƐĂƌĞƐĞƚĂƚĞĂĐŚƉƌŽƉŽƐĞĚŐƵLJĂŶĐŚŽƌƉŽŝŶƚ;ŝĨ ĂƉƉůŝĐĂďůĞͿ͘ ; ͿϯĞ͘ EŽƐƚĂŬĞƐĂƌĞƐĞƚ͘ ; Ϳϰ͘ dŚĞĚŝƐƚĂŶĐĞĨƌŽŵƚŚĞŶĞĂƌĞƐƚŝŶƚĞƌƐĞĐƚŝŶŐƉƵďůŝĐƐƚƌĞĞƚŽƌ ƌŽĂĚŝƐĂƐƐŚŽǁŶŚĞƌĞŽŶ͘ ; Ϳϱ͘ ^ŚŽǁƐƚŚĞůŽĐĂƚŝŽŶĂŶĚĚŝŵĞŶƐŝŽŶŽĨĂůůĂůůĞLJƐ͕ ƐƚƌĞĞƚƐ͕ ƌŽĂĚƐ͕ ƌŝŐŚƚƐͲŽĨͲǁĂLJ͕ ĞĂƐĞŵĞŶƚƐĂŶĚŽƚŚĞƌŵĂƚƚĞƌƐŽĨƌĞĐŽƌĚǁŚŝĐŚ ƚŚĞƐƵƌǀĞLJŽƌŚĂƐďĞĞŶĂĚǀŝƐĞĚĂĨĨĞĐƚƐƚŚĞ>ĞĂƐĞƌĞĂĂŶĚͬ Žƌ ĂƐĞŵĞŶƚƐ;ĞĂĐŚŚĂƐďĞĞŶŝĚĞŶƚŝĨŝĞĚďLJŝŶƐƚƌƵŵĞŶƚǀŽůƵŵĞĂŶĚƉĂŐĞ ŶƵŵďĞƌŝĨĂǀĂŝůĂďůĞͿ͘ ; Ϳϲ͘ džĐĞƉƚĂƐƐŚŽǁŶ͕ ƚŚĞƌĞĂƌĞŶŽǀŝƐŝďůĞĞĂƐĞŵĞŶƚƐ͕ ƌŝŐŚƚƐͲŽĨ ǁĂLJ͕ ƉĂƌƚLJǁĂůůƐŽƌĐŽŶĨůŝĐƚƐĂĨĨĞĐƚŝŶŐƚŚĞ>ĞĂƐĞƌĞĂĂŶĚͬ Žƌ ĂƐĞŵĞŶƚƐ͖ ĨƵƌƚŚĞƌ͕ ƚŚŝƐƐƵƌǀĞLJŝƐŶŽƚƐƵďũĞĐƚƚŽĂŶLJĞĂƐĞŵĞŶƚƐŽƌ ƌŝŐŚƚƐͲŽĨͲǁĂLJŶŽƚǀŝƐŝďůĞŽŶƚŚĞŐƌŽƵŶĚ͘ ; Ϳϳ͘ dŚĞůŽĐĂƚŝŽŶŽĨĂůůďƵŝůĚŝŶŐƐ͕ ƐƚƌƵĐƚƵƌĞƐĂŶĚŽƚŚĞƌ ŝŵƉƌŽǀĞŵĞŶƚƐŽĨǀŝƐŝďůĞŝƚĞŵƐĂĨĨĞĐƚŝŶŐƚŚĞ>ĞĂƐĞWĂƌĐĞůĂŶĚ ĂƐĞŵĞŶƚƐ͕ ŝĨƐŚŽǁŶ͕ ĂƌĞĂƐŝŶĚŝĐĂƚĞĚŚĞƌĞŽŶ͘ dŚĞůŽĐĂƚŝŽŶŽĨĂůů ŽƚŚĞƌďƵŝůĚŝŶŐƐ͕ ƐƚƌƵĐƚƵƌĞƐĂŶĚŽƚŚĞƌŝŵƉƌŽǀĞŵĞŶƚƐŽĨǀŝƐŝďůĞŝƚĞŵƐ ŽŶƚŚĞƉĂƌĞŶƚƚƌĂĐƚ͕ ŝĨƐŚŽǁŶŚĞƌĞŽŶ͕ ĂƌĞĂƉƉƌŽdžŝŵĂƚĞŝŶŶĂƚƵƌĞ͕ ĞdžĐĞƉƚƚŚĂƚƚŚĞ>ĞĂƐĞƌĞĂĂŶĚĂƐĞŵĞŶƚƐĂƌĞĞŶƚŝƌĞůLJůŽĐĂƚĞĚǁŝƚŚŝŶ ƚŚĞďŽƵŶĚĂƌŝĞƐŽĨƚŚĞƉĂƌĞŶƚƉĂƌĐĞů͕ ĂƐƐŚŽǁŶŽŶƚŚĞŝŶƐĞƚ͘ ; Ϳϴ͘ džĐĞƉƚĂƐƐŚŽǁŶ͕ ƚŚĞƌĞĂƌĞŶŽǀŝƐŝďůĞƉƌŽƚƌƵƐŝŽŶƐŽŶ ĂĚũŽŝŶŝŶŐƉƌĞŵŝƐĞƐ͕ ƐƚƌĞĞƚƐŽƌĂůůĞLJƐďLJĂŶLJďƵŝůĚŝŶŐ͕ ƐƚƌƵĐƚƵƌĞŽƌ ŽƚŚĞƌŝŵƉƌŽǀĞŵĞŶƚƐƐŝƚƵĂƚĞĚŽŶƚŚĞ>ĞĂƐĞƌĞĂĂŶĚͬ ŽƌĂƐĞŵĞŶƚƐ͘ ; Ϳϵ͘ džĐĞƉƚĂƐƐŚŽǁŶ͕ ƚŚĞƌĞĂƌĞŶŽǀŝƐŝďůĞĞŶĐƌŽĂĐŚŵĞŶƚƐŽŶƚŽ ƚŚĞ>ĞĂƐĞƌĞĂĂŶĚͬ ŽƌĂƐĞŵĞŶƚƐďLJĂŶLJďƵŝůĚŝŶŐ͕ ƐƚƌƵĐƚƵƌĞŽƌŽƚŚĞƌ ŝŵƉƌŽǀĞŵĞŶƚƐƐŝƚƵĂƚĞĚŽŶĂĚũŽŝŶŝŶŐƉƌĞŵŝƐĞƐ͘ ; ͿϭϬĂ͘ ^ŚŽǁƐƚŚĞůŽĐĂƚŝŽŶĂŶĚĂĐƌĞƐĐŽŶƚĂŝŶĞĚŝŶĂůůƉŽƌƚŝŽŶƐŽĨ ƚŚĞ>ĞĂƐĞƌĞĂĂŶĚĂƐĞŵĞŶƚƐǁŚŝĐŚĂƌĞůŽĐĂƚĞĚŝŶĂŶĂƌĞĂ ĚĞƐŝŐŶĂƚĞĚĂƐĂΗ&>KKWZKEZ;KEͿΗĂƐĚĞĨŝŶĞĚďLJƚŚĞ h͘ ^͘ ĞƉĂƌƚŵĞŶƚŽĨ,ŽƵƐŝŶŐĂŶĚhƌďĂŶĞǀĞůŽƉŵĞŶƚƉƵƌƐƵĂŶƚƚŽ ƚŚĞ&ůŽŽĚŝƐĂƐƚĞƌĐƚŽĨϭϵϳϯ͖ EKE͕ &/ZDŽŵŵƵŶŝƚLJWĂŶĞůEŽ͘ ; ͿϭϬďdŚĞƐŝƚĞ>ĞĂƐĞƌĞĂĂŶĚĂƐĞŵĞŶƚƐĂƌĞůŽĐĂƚĞĚŝŶĂŶĂƌĞĂ ĚĞƐŝŐŶĂƚĞĚĂƐĂ&ůŽŽĚŽŶĞyĂƐĚĞĨŝŶĞĚďLJƚŚĞh͘ ^͘ ĞƉĂƌƚŵĞŶƚŽĨ ,ŽƵƐŝŶŐĂŶĚhƌďĂŶĞǀĞůŽƉŵĞŶƚƉƵƌƐƵĂŶƚƚŽƚŚĞ&ůŽŽĚŝƐĂƐƚĞƌĐƚ ŽĨϭϵϳϯ&/ZDŽŵŵƵŶŝƚLJWĂŶĞůEŽϳϴϬϬϬϬϬϬϱϵ'͘ ; Ϳϭϭ͘ ĞƐĐƌŝďĞƐĂŶĚƐŚŽǁƐƚŚĞůŽĐĂƚŝŽŶŽĨĂůůƉƵďůŝĐƐƚƌĞĞƚƐĂŶĚ ƌŽĂĚƐǀŝƐŝďůLJƉƌŽǀŝĚŝŶŐĂĐĐĞƐƐƚŽĂŶĚĨƌŽŵƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJ͕ ĂŶĚ ĐŽƌƌĞĐƚůLJƐĞƚƐĨŽƌƚŚƚŚĞŵƵŶŝĐŝƉĂůĂĚĚƌĞƐƐŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJ͘ ; ͿϭϮ͘ ĞƉŝĐƚƐƚŚĞůĂƚŝƚƵĚŝŶĂůĂŶĚůŽŶŐŝƚƵĚŝŶĂůĐŽŽƌĚŝŶĂƚĞƐŽĨƚŚĞ ƉƌŽƉŽƐĞĚƚŽǁĞƌ;ƐͿůŽĐĂƚŝŽŶ;ƐͿ͕ ƚŽƚŚĞŶĞĂƌĞƐƚƚĞŶƚŚŽĨĂƐĞĐŽŶĚ͕ ƚŚĞ ĞůĞǀĂƚŝŽŶĂďŽǀĞŵĞĂŶƐĞĂůĞǀĞůŽĨƚŚĞďĂƐĞĂŶĚƚŝƉŽĨĞĂĐŚƚŽǁĞƌ͕ ƉůƵƐŽƌŵŝŶƵƐϮϬĨĞĞƚ͕ ƚŚĞĞůĞǀĂƚŝŽŶŽĨƚŚĞƚŝƉŽĨĞĂĐŚƚŽǁĞƌĂƐ ŵĞĂƐƵƌĞĚĨƌŽŵŐƌŽƵŶĚůĞǀĞů͕ ĂŶĚĂĚĚŝƚŝŽŶĂůůLJ͕ ƚŚĞĞůĞǀĂƚŝŽŶŽĨƚŚĞ ƚŝƉŽĨƚŚĞŚŝŐŚĞƐƚĂƉƉƵƌƚĞŶĂŶĐĞŽŶƚŚĞƚŽǁĞƌĂƐŵĞĂƐƵƌĞĚĨƌŽŵ ŐƌŽƵŶĚůĞǀĞů͕ ŝĨƐƵĐŚĂƉƉƵƌƚĞŶĂŶĐĞŝƐŚŝŐŚĞƌŝŶĞůĞǀĂƚŝŽŶƚŚĂŶƚŚĞ ŚŝŐŚĞƐƚƉŽŝŶƚŽĨƚŚĞƚŽǁĞƌƐƚƌƵĐƚƵƌĞŝƚƐĞůĨ͕ ƚŽƚŚĞŶĞĂƌĞƐƚĨŽŽƚ͕ ŽŶƚŚĞ ƐƵƌǀĞLJĚƌĂǁŝŶŐĂŶĚŽŶĂƐĞƉĂƌĂƚĞϴͲϭͬ Ϯ͟ džϭϭ͟ ĐĞƌƚŝĨŝĞĚůĞƚƚĞƌŚĞĂĚ͘ ; Ϳϭϯ͘ ^ƵƌǀĞLJŽĨƚŚĞ>ĞĂƐĞƌĞĂĂŶĚĂƐĞŵĞŶƚƐŵĞĞƚƐŽƌ ĞdžĐĞĞĚƐƚŚĞŵŝŶŝŵƵŵƚĞĐŚŶŝĐĂůƐƚĂŶĚĂƌĚƐĨŽƌ>ĂŶĚŽƵŶĚĂƌLJ ƐƵƌǀĞLJƐƐĞƚĨŽƌƚŚďLJsŝƌŐŝŶ/ƐůĂŶĚƐ>Ăǁ͘ ; 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TOWER LOCATION NOTES 1. SEE GENERAL NOTES ON SHEET GN-1 2. EXISTING TOPOGRAPHIC, UTILITY, PLANIMETRIC, AND BOUNDARY INFORMATION IS TAKEN FROM A DRAWING ENTITLED “CLAIRMONT” AND DATED MARCH 26, 2022 BY THE GREEN PIECE ENGINEERING + ENVIRONMENT, LLC. 5001-12 CHANDLER'S WHARF, CHRISTIANSTED, USVI 00820; (340) 778-7474 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PROPOSED EQUIPMENT & TOWER AREA. 4. AUTHORIZATION FOR WORK WITHIN PUBLIC R.O.W. SHALL BE OBTAINED BY THE CONTRACTOR. 5. EROSION CONTROL MEASURES SHALL BE INSTALLED IN CONFORMANCE WITH LOCAL, COUNTY, AND STATE GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 6. THE PROPOSED PROJECT WILL NOT RESULT IN A SIGNIFICANT AREA OF DISTURBANCE AND WILL NOT SIGNIFICANTLY INCREASE STORM WATER RUNOFF. 7. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 8. THE SITE WILL GENERATE APPROX. 1 TRIP PER MONTH BY TECHNICIANS PERFORMING ROUTINE MAINTENANCE. 9. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 10. THE FACILITY DOES NOT REQUIRE WATER OR SANITARY SEWER SERVICE. 11. THE PROPOSED TOWER LEASE AREA IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FIRM #7800000059G WITH EFFECTIVE DATE OF APRIL 16, 2017. 12. THERE ARE NO WETLANDS WITHIN THE PROJECT AREA PER US FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY. 13. THE FACILITY DOES NOT GENERATE SOLID WASTE REQUIRING ON-SITE STORAGE OR DISPOSAL SERVICES. SITE DATA TABLE PROJECT AREA: DISTURBED AREA: PARCEL AREA: ZONING: PROPOSED USE: BUILDING FOOTPRINT: 0.11 ACRES (4,774 SF) 0.1 ACRES (4,192 SF) 1.59 ACRES R-1 100-FT MONOPALM STEALTH TOWER TELECOM. FACILITY N/A SUBJECT PROPERTY LINE SCENIC RD E PROPOSED 100-FT MONOPALM STEALTH TOWER (17° 46' 27.007" N, 64° 46' 27.767" W) (SEE TOWER PROFILE, SHEET C-6) 1 ADJOINING PROPERTY OWNERS # PARCEL ID PROPERTY ADDRESS OWNER NAME ACRES ZONED 1 201207095600 74 CLAIRMONT HILLTOP PROPERTIES LLC 0.54 R-1 2 201200025900 82 CLAIRMONT LANDBACK, JEFFREY CHRISTOPHER 0.75 R-1 3 201206095500 75 CLAIRMONT HILLTOP PROPERTIES LLC 0.81 R-1 4 201200027100 81 CLAIRMONT SUEHLE, ROBERT J & TAYLOR R. 0.75 R-1 5 201200024500 80 CLAIRMONT ROBBINS, MARJORIE P 0.52 R-1 6 201200023000 79 CLAIRMONT FRANKS, RYAN & SARAH 0.86 R-1 7 201200023600 78 CLAIRMONT FRANKS, RYAN & SARAH 0.57 R-1 2 3 4 5 6 7 SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE EXISTING OVERHEAD UTILITY LINE (TYP.) EXISTING UTILITY POLE W/ TRANSFORMER EXISTING GRAVEL DRIVEWAY (TYP.) EXISTING PALM TREE (TYP.) EXISTING RESIDENCE (TYP.) EXISTING POOL EXISTING PAVED DRIVEWAY R.O.W. R.O.W. PROPOSED 30' X 50' FENCED GRAVEL COMPOUND IN A 37' X 56' LEASE AREA (SEE COMPOUND PLAN, SHEET C-4) PROPOSED 30' WIDE ACCESS & UTILITY EASEMENT EXTENDING FROM COMPOUND TO CLOSEST PUBLIC RIGHT-OF-WAY 198.2' 224.3' SUBJECT PROPERTY HILLTOP PROPERTIES, LLC PARCEL ID: 201207052500 ACRES: 1.59 ACRES ZONED: R-1 EXISTING GENERATOR ROOM (TO BE RELOCATED) SCENIC RD E PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL OVERALL SITE PLAN C-1 EXISTING GRAVEL ROAD GRAVEL ACCESS ROAD 30' ROAD PLOT #70 PUBLIC RIGHT-OF-WAY ESTATE CLAIRMONT OLG 4047 102.2' R.O.W. R.O.W. 25.0' EXISTING RESIDENCE 217.8' 176.5' 400' X X X X X X X X X X X X X X X X X X X X PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL LEGEND PROPERTY LINE/ROW EXISTING EASEMENT PROPOSED EASEMENT PROPOSED LEASE AREA WATERBODY EXISTING FENCE PROPOSED FENCE ROADWAY CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT OVERHEAD UTILITY X X X X OH SITE PLAN C-2 NOTES 1. SEE GENERAL NOTES ON SHEET GN-1 2. EXISTING TOPOGRAPHIC, UTILITY, PLANIMETRIC, AND BOUNDARY INFORMATION IS TAKEN FROM A DRAWING ENTITLED “CLAIRMONT” AND DATED MARCH 26, 2022 BY THE GREEN PIECE ENGINEERING + ENVIRONMENT, LLC. 5001-12 CHANDLER'S WHARF, CHRISTIANSTED, USVI 00820; (340) 778-7474 PROPOSED 100-FT MONOPALM STEALTH TOWER (17° 46' 27.007" N, 64° 46' 27.767" W) (SEE TOWER PROFILE, SHEET C-6) EXISTING PALM TREE (TYP.) PROPOSED 30' X 50' FENCED GRAVEL COMPOUND IN A 37' X 56' LEASE AREA (SEE COMPOUND PLAN, SHEET C-4) PROPOSED 30' WIDE ACCESS & UTILITY EASEMENT EXTENDING FROM COMPOUND TO CLOSEST PUBLIC RIGHT-OF-WAY SUBJECT PROPERTY HILLTOP PROPERTIES, LLC PARCEL ID: 201207052500 ACRES: 1.59 ACRES ZONED: R-1 EXISTING RESIDENCE EXISTING GENERATOR BUILDING EXISTING PAVED DRIVEWAY SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE EXISTING POOL 30.0' PROPOSED MULTI-METER H-FRAME UTILITY RACK (SEE DETAIL, SHEET E-1) PROPOSED LIBERTY EQUIPMENT CABINETS & DIESEL GENERATOR ON PROPOSED 10' X 18' CONCRETE PAD WITHIN PROPOSED LIBERTY 18' X 20' LEASE AREA (SEE EQUIPMENT PLAN, SHEET C-5) PROPOSED RETAINING WALL (DESIGN BY OTHERS) PROPOSED LIBERTY ICE BRIDGE (SEE DETAIL, SHEET C-7) EXISTING STONE CURB PROPOSED TRANSFORMER ON CONCRETE PAD (VERIFY WITH LOCAL UTILITY COMPANY) PROPOSED FIBER HAND HOLE R.O.W. SITE PLAN 11" X 17": 1" = 20' 22" X 34": 1" = 10' 0 20 40 10 5 10 30 FUTURE 12' X 20' LEASE AREA 15.0' 30' ROAD PLOT #70 PUBLIC RIGHT-OF-WAY ESTATE CLAIRMONT OLG 4047 102.2' PROPOSED 5-FT WIDE GRAVEL SIDEWALK CONTRACTOR TO FIELD LOCATE RELOCATED GENERATOR BUILDING AND ASSOCIATED EQUIP (CONTRACTOR TO RELOCATE GENERATOR AND GENERATOR ENCLOSURE IN KIND, INCLUDING ALL ELECTRICAL, GROUNDING AND FUEL SOURCE CONNECTIONS AS REQUIRED. GENERATOR TO BE OFFSET A MINIMUM OF 10-FT EAST OF THE TELECOMMUNICATIONS COMPOUND TOE OF SLOPE) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL GRADING AND EROSION CONTROL PLAN C-3 LEGEND EXISTING CONTOUR (MINOR) EXISTING CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) PROPOSED CONTOUR (MAJOR) PROPERTY LINE/ROW EXISTING EASEMENT PROPOSED EASEMENT PROPOSED LEASE AREA WATERBODY EXISTING FENCE PROPOSED FENCE ROADWAY CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT OVERHEAD UTILITY EXISTING SLOPE/DRAINAGE PROPOSED SLOPE/DRAINAGE PROPOSED DITCH PROPOSED SPOT ELEV EXISTING SPOT ELEV X X OH 845 846 5% 843.12 843.20 NOTES 1. SEE GENERAL NOTES ON SHEET GN-1 2. ALL FILL SLOPES SHOULD HAVE A MAXIMUM GRADE OF 3H:1V. 3. ALL CUT SLOPES SHOULD HAVE A MAXIMUM GRADE OF 2H:1V. 4. SEE SEEDING SCHEDULE ON SHEET C-10 5. EXISTING VEGETATION WILL BE USED TO SCREEN GROUND EQUIPMENT FROM ADJACENT PROPERTIES. EROSION AND SEDIMENT CONTROL LEGEND PROPOSED SILT FENCE LIMITS OF DISTURBANCE SF SF LOD 845 846 SF 841 GRADING AND EROSION CONTROL PLAN 11" X 17": 1" = 10' 22" X 34": 1" = 5' 0 10 20 5 2.5 5 15 836 835 T/W = 839.0 B/W = 835.0 SF PROPOSED 100-FT MONOPALM STEALTH TOWER (17° 46' 27.007" N, 64° 46' 27.767" W) (SEE TOWER PROFILE, SHEET C-6) EXISTING PALM TREE (TYP.) PROPOSED 30' X 50' FENCED GRAVEL COMPOUND IN A 37' X 56' LEASE AREA (SEE COMPOUND PLAN, SHEET C-4) PROPOSED 30' WIDE ACCESS & UTILITY EASEMENT EXTENDING FROM COMPOUND TO CLOSEST PUBLIC RIGHT-OF-WAY SUBJECT PROPERTY HILLTOP PROPERTIES, LLC PARCEL ID: 201207052500 ACRES: 1.59 ACRES ZONED: R-1 EXISTING PAVED DRIVEWAY SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE PROPOSED MULTI-METER H-FRAME UTILITY RACK (SEE DETAIL, SHEET E-1) PROPOSED LIBERTY EQUIPMENT CABINETS & DIESEL GENERATOR ON PROPOSED 10' X 18' CONCRETE PAD WITHIN PROPOSED LIBERTY 18' X 20' LEASE AREA (SEE EQUIPMENT PLAN, SHEET C-5) PROPOSED RETAINING WALL (DESIGN BY OTHERS) PROPOSED LIBERTY ICE BRIDGE (SEE DETAIL, SHEET C-7) EXISTING STONE CURB PROPOSED TRANSFORMER ON CONCRETE PAD (VERIFY WITH LOCAL UTILITY COMPANY) PROPOSED FIBER HAND HOLE FUTURE 12' X 20' LEASE AREA 854 853 852 851 850 849 848 847 846 845 844 843 842 841 845 843 844 T/W = 839.0 B/W = 839.0 843.12 842 841 840 839 838 PROPOSED SILT FENCE (TYP) (SEE DETAIL, SHEET C-7) 841.80 5% 840.56 PROPOSED LIMITS OF DISTURBANCE (4,192 SF) 846 847 848 849 850 851 852 853 839 838 837 840 839 838 837 836 835 T/W = 839.0 B/W = 839.0 836 840 841 PROPOSED 5' WIDE GRAVEL SIDEWALK 2H:1V 3H:1V 3H:1V PROPOSED 3H:1V SLOPE WITH SLOPE STABILIZATION MATTING (SEE DETAIL, SHEET C-15) PROPOSED 2H:1V SLOPE WITH SLOPE STABILIZATION MATTING (SEE DETAIL, SHEET C-15) PROPOSED 12' WIDE SWING GATE (SEE DETAIL, SHEET C-9) 841.50 APPROX. 4-FT OF EXISTING CURB TO BE REMOVED 3H:1V X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL COMPOUND LAYOUT C-4 PROPOSED 30' X 50' FENCED GRAVEL COMPOUND (SEE DETAILS, SHEET C-8 AND C-9) PROPOSED MONOPALM STEALTH TOWER (SEE TOWER PROFILE, SHEET C-6) PROPOSED 12' WIDE SWING GATE (SEE DETAIL, SHEET C-9) FUTURE 12' X 20' LEASE AREA PROPOSED MULTI-METER H-FRAME UTILITY RACK (SEE DETAIL, SHEET E-1) COMPOUND LAYOUT 11" X 17": 1" = 5' 22" X 34": 1" = 2.5' 0 5 10 2.5 2.5 7.5 PROPOSED RETAINING WALL (DESIGN BY OTHERS) PROPOSED LIBERTY EQUIPMENT CABINETS & DIESEL GENERATOR ON PROPOSED 10' X 18' CONCRETE PAD WITHIN PROPOSED LIBERTY 18' X 20' LEASE AREA (SEE EQUIPMENT PLAN, SHEET C-5) PROPOSED LIBERTY ICE BRIDGE (SEE DETAIL, SHEET C-7) PROPOSED 37' x 56' LEASE AREA 8.0' TO TOWER ℄ 8.0' TO TOWER ℄ 2.4' 3.1' 30.0' 5.0' 2.0' 50.0' 2.0' 4.0' 15.0' 4.0' 23.0' PROPOSED TRANSFORMER ON CONCRETE PAD (VERIFY WITH LOCAL UTILITY COMPANY) PROPOSED FIBER HAND HOLE PROPOSED 5-FT WIDE GRAVEL SIDEWALK 4.0' 2.0' PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL EQUIPMENT PLAN C-5 EQUIPMENT PLAN 11" X 17": 1" = 3' 22" X 34": 1" = 1.5' 0 3 6 1.5 1.5 4.5 PROPOSED DC POWER PLANT PROPOSED LIBERTY 10' X 18' EQUIPMENT PAD (SEE DETAIL, SHEET C-13) PROPOSED LIBERTY ICE BRIDGE (SEE DETAIL, SHEET C-7) PROPOSED ATS PROPOSED FIBER ENCLOSURE PROPOSED FLX1FOR LTE PROPOSED PURCELL FLX16 TRANSPORT 10.0' 18.0' PROPOSED CUMMINS C30D6 DIESEL GENERATOR PROPOSED INTEGRATED LOAD CENTER (ILC) 8.0' 3.0' MIN. CLEAR SPACE PROPOSED LIBERTY 18' X 20' LEASE AREA 0.5' 3.6' 0.5' 0.8' 3.0' 0.3' 20.0' LEASE AREA 6.0' 2.0' 18.0' LEASE AREA 4.0' PROPOSED LIBERTY 8.0' WIDE H-FRAME (SEE DETAIL, SHEET C-16) PROPOSED LIBERTY 4.0' WIDE H-FRAME MOUNTED TO CONCRETE PAD - FOR INSTALLATION OF OVPS (SEE DETAIL, SHEET C-16) 1.2' 5.7' 0.7' PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL TOWER ELEVATION AND ANTENNA CONFIGURATION C-6 PROPOSED LIBERTY PANEL ANTENNA (TYP.) (6 TOTAL) (SEE ANTENNA CONFIGURATION TABLE THIS SHEET & DETAIL, SHEET C-11) ANTENNA CONFIGURATION 11" X 17": 1" = 5' 22" X 34": 1" = 2.5' 0 5 10 2.5 2.5 7.5 AZ.= A1 72° AZ.= A2 72° AZ.= C1 275° AZ.= C2 275° AZ.= B1 170° AZ.= B2 170° PROPOSED LIBERTY SURGE PROTECTOR (SQUID) (TYP.) (3 TOTAL) (SEE ANTENNA CONFIGURATION TABLE, THIS SHEET & DETAIL, SHEET C-12) PROPOSED LIBERTY RRUS (TYP.) (15 TOTAL) (SEE ANTENNA CONFIGURATION TABLE THIS SHEET & DETAIL, SHEET C-11) PROPOSED 100-FT MONOPALM STEALTH TOWER PROPOSED T-ARM SECTOR MOUNT PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE SECTOR RAD CL AZIMUTH POSITION ANTENNA RRUS (QTY.) DC SURGE AND DISTRIBUTION (QTY.) CABLES MANUFACTURER MODEL ALPHA 97' 72° A1 QUINTEL QD66512-2 (1) ERICSSON 4449 B5/B12 (1) ERICSSON 4415 B30 (1) ERICSSON 4426 B66 (3) DC9-48-60-24-8C-EV (3) 24 PAIR FIBER TRUNKS (9) 6AWG DC POWER TRUNKS A2 QUINTEL QD66512-2 (1) ERICSSON 4478 B14 (1) ERICSSON 4460 B25/B66 BETA 97' 170° B1 QUINTEL QD66512-2 (1) ERICSSON 4449 B5/B12 (1) ERICSSON 4415 B30 (1) ERICSSON 4426 B66 B2 QUINTEL QD66512-2 (1) ERICSSON 4478 B14 (1) ERICSSON 4460 B25/B66 GAMMA 97' 275° G1 QUINTEL QD66512-2 (1) ERICSSON 4449 B5/B12 (1) ERICSSON 4415 B30 (1) ERICSSON 4426 B66 G2 QUINTEL QD66512-2 (1) ERICSSON 4478 B14 (1) ERICSSON 4460 B25/B66 TOWER PROFILE NTS FOUNDATION (DESIGN BY OTHERS) ROUTE PROPOSED COAX/HYBRID AND RET CABLES (PER NOTE 2, THIS SHEET) PROPOSED MONOPALM STEALTH TOWER (BY OTHERS) FUTURE LESSEE ANTENNAS AND MOUNTING FRAMES (TYP) (BY OTHERS) PROPOSED CHAIN-LINK SECURITY FENCE (SEE DETAIL, SHEET C-9) NOTES: 1. TOWER/ANTENNA MOUNT DESIGN BY OTHERS. 2. PROPOSED CABLES TO BE MOUNTED INSIDE MONOPALM USING HOISTING GRIPS (PROVIDED BY TOWER MANUFACTURER). 3. PROPOSED ANTENNAS SHALL BE PAINTED TO MATCH COLOR OF PROPOSED MONOPALM BRANCHES. T/TOWER ELEV. = 100'-0" +/- A.G.L PROPOSED TOWER LIGHTNING ROD (DESIGN BY OTHERS) T/GRADE ELEV. = 0' +/- A.G.L CL OF LIBERTY ANTENNAS ELEV. = 60'-0" +/- A.G.L PROPOSED MONOPALM BRANCHES (TYP.) PROPOSED LIBERTY ANTENNAS AND MOUNTING FRAME (SEE ANTENNA CONFIGURATION, THIS SHEET) 10' (MIN) SEPARATION BETWEEN RAD CENTERS (TYP.) NOTES 1. MONOPALM BRANCHES NOT SHOWN FOR CLARITY. T/PALM FRONDS ELEV. = 105'-0" +/- A.G.L T/LIGHTENING ROD ELEV. = 106'-0" +/- A.G.L PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CIVIL DETAILS (ICE BRIDGE & SILT FENCE) C-7 FRONT VIEW GRADE TEMPORARY SILT FENCE SIDE VIEW GRADE NOTE: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. ICE BRIDGE DETAIL ICE BRIDGE POST/BOLLARD NOTES: 1. PIER REINFORCING USED FOR UTILITY RACKS AND ICE BRIDGE POSTS 2. MAINTAIN 3" MINIMUM REBAR COVER IN ALL DIRECTIONS A A SECTION A-A MINIMUM 10 GAUGE LINE WIRES SILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP MINIMUM 12 1/2 GAUGE INTERMEDIATE WIRES 8' MAXIMUM ANCHOR SKIRT TO EXTEND 8" (MIN) LATERALLY (PERPENDICULAR) FROM FENCE LINE 6" MINIMUM COVER OVER SKIRT FILL SLOPE STEEL POST WOVEN WIRE FABRIC SILT FENCE FABRIC 26" (MIN) 3' (MIN) 2' (MIN) ROUNDED AT TOP IF EXPOSED 3.5" O.D. SCH 40 GALVANIZED STEEP POST (TYP.) PROVIDE PITCHED OR CROWNED CONCRETE FINISH GRADE SUBGRADE CONCRETE FOOTING (TO BE A MIN OF 3000 PSI AT 28 DAYS) (3) #3 TIES AT 18" O.C. (6) #4 REBAR ALIGNED VERTICALLY AND EQUALLY SPACED 3.5" O.D. SCH 40 GALVANIZED STEEP POST (TYP) EMBEDDED IN CONCRETE 18" (MIN) 48" MIN (DEPTH MUST EXCEED LOCAL FROST DEPTH) 3000 PSI CONCRETE POST FOOTING (TYP.) TO GROUND RING (TYP.) 3/4" PVC FLEX CONDUIT SLEEVE EXOTHERMIC WELD (TYP.) SITEPRO1 COAX HANGERS/ HEAVY DUTY BARREL CUSHION AS REQUIRED (OR APPROVED EQUIV.) SITEPRO1 ANGLE BRACKET TRAPEZE KITS (TRIPLE STACK 24" W) (OR APPROVED EQUIV.) MODIFY HEIGHT AS NECESSARY TO MEET SITE REQUIREMENTS (DO NOT EXCEED MANUFACTURER'S RECOMMENDATIONS; IF OVER 11-FT, CONSULT ENGINEER) 1/2"Ø U-BOLT (TYP.) WATERTIGHT ENDCAP (TYP.) 3.5"Ø STD SCHEDULE 40 PIPE (TYP.) SITEPRO1 24" UNIVERSAL CANTILEVER (OR APPROVED EQUIV.) SITEPRO1 24" BRIDGE CHANNEL (OR APPROVED EQUIV.) COAX CABLES (TYP.) PER SITE REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS 2' MAX 3000 PSI CONCRETE POST FOOTING (TYP.) ROUTE PROPOSED CABLES UP TOWER SITEPRO1 24" WIDE BRIDGE CHANNEL (OR APPROVED EQUIV.) 4' O.C. MAX GPS MOUNTED ON ICE BRIDGE POST (AS APPLICABLE) SUPPORT POST (TYP.) 2' MAX 1/2" DIA U-BOLT (TYP.) 8' O.C. (PER MANUFACTURER) 4" (TYP.) 18" (MIN) 48" MIN (DEPTH MUST EXCEED LOCAL FROST DEPTH) 4" (TYP.) TOP OF FOUNDATION MONOPALM COAX ENTRY PORT PROPOSED EQUIPMENT CABINETS PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CIVIL DETAILS (COMPOUND SECTION) C-8 COMPOUND SECTION DETAIL NOT USED EXISTING GROUND PER GRADING PLAN PER GRADING PLAN 3" MIN OF 3/4" CRUSHED AGGREGATE (NO FINES) 4 OZ WEED BARRIER FABRIC (DEWITT WEED-BARRIER PRO 20-YR OR EQUIV) UNDISTURBED NATIVE SOIL PLACE SELECT FILL IN MAX 8" LIFTS AS REQUIRED BY GRADING PLAN. COMPACTION SHALL BE AS SPECIFIED IN THE GENERAL NOTES. ADDITIONAL UNDERCUTTING OR COMPACTED FILL MAY BE REQUIRED IN WET OR POOR SOIL AREAS 6" MIN OF 3/4" CRUSHED AGGREGATE WITH FINES REMAINDER OF FENCE NOT SHOWN FOR CLARITY FINISHED GRADE (SEE SITE PLAN) 3:1 MAX SLOPE (FILLS) (TYP) EXISTING GROUND 12" MIN. NOTES: 1. EXTEND BARRIER & STONE 12" BEYOND FENCE ON ALL 4 SIDES. PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CIVIL DETAILS (COMPOUND FENCE) C-9 GATE KEEPER 24" 10" 6" COMPOUND FENCE 2 3 3 4 5 5 6 7 8 9 11 9 12 13 14 16 17 18 16 18 16 19 15 NOTES: 1. FENCE DESIGN AND INSTALLATION NOTES ARE INDUSTRY STANDARDS AND/OR MINIMUM REQUIREMENTS AND ARE FOR GENERAL GUIDANCE ONLY. REFER TO MANUFACTURER'S RECOMMENDATIONS OF THE SPECIFIED PRODUCT AND APPLICABLE GOVERNING CODES FOR FULL INSTALLATION DETAILS. IN THE EVENT OF DISCREPANCIES, MANUFACTURER'S RECOMMENDATIONS OR APPLICABLE CODE SHALL GOVERN, WHICHEVER IS MORE STRINGENT. 2. ALL FENCING TO BE INSTALLED PER ASTM F-567. ALL SWING GATES TO BE INSTALLED PER ASTM F-900. 3. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDINGS SHALL BE COATED WITH (3) COATS OF GOLD GALV. (OR EQUAL). ALL OPEN POSTS SHALL HAVE END-CAPS. 4. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC USING GALVANIZED HOG-RING WIRE. 5. ALL SIGNS AND SIGN PLACEMENT SHALL ADHERE TO THE REQUIREMENTS OF OSHA 1910.145 AND 1910.200 AND ALL APPLICABLE FCC CODES 6. DROP ROD AND CENTERSTOP REQUIRED FOR GATE. GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK. KEYNOTES: NOT USED 2-1/2" NOMINAL GALVANIZED STEEL, SCHEDULE 40 INTERMEDIARY LINE POSTS (PER ASTM-F1083). LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10' O.C. 3" O.D. GALVANIZED STEEL SCHEDULE 40 CORNER AND GATE POSTS (PER ASTM-F1083). IF GATE LEAF WIDTH GREATER THAN OR EQUAL TO 10-FT OR IF FENCE FABRIC EXTENDED OVER 6-FT AND GATE LEAF WIDTH OVER 6-FT, GATE POST SHALL BE 4" O.D. GALVANIZED STEEL SCHEDULE 40 (PER ASTM-F1083). 1-5/8" O.D. SCHEDULE 40 ROUND TOP/BRACE RAIL (PER ASTM-F1083) STRETCHER BAR TO EXTEND FULL HEIGHT OF FENCE FABRIC; NOT LESS THAN 3 16" X 3 4" CROSS SECTION; PLACE ON ALL GATES AND POSTS 9 GAUGE 2" x 2" FENCE FABRIC (TO CONFORM TO ASTM-A392) GATE FRAME BRACE STYMIE LOCK OR OTHER APPROVED MULTI-TENANT LOCKING DEVICE 1-5/8" DIAMETER POST BRACE (AS REQUIRED) GATE SIGNS (SEE DETAIL, SHEET C-14) 3/8" DIAGONAL BRACE ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD 9 GAUGE ALUMINUM TIE WIRE. PROVIDE HOG RING FABRIC TIES SPACED 12" O.C. FOR POSTS AND GATES AND 24" O.C. FOR RAILS AND WIRE. MAINTAIN A 1" MAXIMUM CLEARANCE FROM FINISHED GRADE PROVIDE CROWNED/PITCHED FINISH FOR FENCE POST PIER FOUNDATIONS COMPOUND SECTION AND MATERIALS (SEE DETAIL, SHEET C-5) CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE AS SPECIFIED HEREIN, AS SPECIFIED BY MANUFACTURER, OR A MINIMUM OF 6" BELOW FROST LINE; WHICHEVER IS GREATER LINE POST CONCRETE PIER FOUNDATION CORNER/GATE POST CONCRETE PIER FOUNDATION COMMERCIAL GRADE DROP ROD AND CENTERSTOP (HOOVER FENCE OR EQUIV) 1 2 3 4 5 6 10 12 14 15 8 7 9 13 11 16 17 18 12" 36" 19 12' WIDE DOUBLE SWING ACCESS GATE 8' TYPICAL SPACING 10' MAX SPACING 18" 42" 12" 36" PROPOSED STYMIE LOCK OR APPROVED EQUAL (CONTRACTOR TO SUPPLY LOCKS) 12' 18" 42" 6" (TYP) 18" 42" 12" MIN 6' 10 PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CIVIL DETAILS (EROSION CONTROL NOTES) C-10 PERMANENT SEEDING SPECIFICATION SEEDING SCHEDULE 1. SHAPE ALL AREAS TO TYPICAL CROSS SECTION AND DRESS SAME AS REQUIRED. 2. SPREAD THE TOPSOIL EVENLY OVER THE AREA. THE TOPSOIL SHOULD BE FERTILE, FREE OF LITTER, ROCKS, AND OBJECTIONABLE WEEDS, AND CONTAIN NO TOXIC SUBSTANCES. A PH OF 5.0 TO 7.5 IS MOST DESIRABLE, AND SOLUBLE SALTS SHOULD NOT EXCEED 500 PARTS PER MILLION (PPM). ORDINARILY, A TOPSOIL DEPTH OF 3 TO 6 INCHES, AFTER SETTLING, IS CONSIDERED ADEQUATE FOR ESTABLISHING GRASSES. ON UN-GRADED AREAS WHERE THE EXPOSED SOIL IS UNSUITABLE FOR GROWING OF VEGETATION, SPREAD A 2- TO 6-INCH LAYER OF GOOD TOPSOIL BEFORE PLANTING. 3. SPREAD FERTILIZER AND PREPARE SEED BED (SEE GENERAL NOTES, SHEET GN-1). THE REQUIRED FERTILIZER AND AGRICULTURAL LIMESTONE SHALL BE SPREAD UNIFORMLY OVER THE AREA TO BE TOP SEEDED. AFTER THE FERTILIZER AND LIMESTONE HAS BEEN SPREAD, THE AREA SHALL BE THOROUGHLY PULVERIZED AND THE FERTILIZER INCORPORATED IN THE TOP FOUR (4) INCHES OF THE GRADED AREAS. 4. FERTILIZER AND AGRICULTURAL LIMESTONE SHALL BE APPLIED AT THE FOLLOWING RATES: COMBINATION FERTILIZER (13-13-13) - 800 LBS. PER ACRE AGRICULTURAL LIMESTONE - 2 TONS PER ACRE 5. SEEDING AND/OR SODDING IS REQUIRED ON DISTURBED AREAS. ALL AREAS SHOULD RECEIVE SEEDING PER TABLE B.2: 6. FOR AREAS WHERE EROSION CONTROL MATTING IS NOT SPECIFIED, ALL AREAS SHALL BE COVERED WITH A BALED STRAW MULCH (OAT, WHEAT, RICE, BARLEY, ETC.) AT THE RATE OF 1.5 TO 2.0 TONS PER ACRE. THE MULCH SHALL BE DRY AND FREE OF WEEDS. THE MULCH SHALL BE SPREAD AND ANCHORED IN SUCH A MANNER AS TO GIVE A UNIFORM COVER OVER THE ENTIRE AREA. 7. SIXTY (60) DAYS AFTER THE GRASS HAS BEEN PLANTED, VEGETATED AREAS SHALL RECEIVE ADDITIONAL FERTILIZER. 8. THE CONTRACTOR SHALL MAINTAIN THE GRASSED AREAS IN A SATISFACTORY MANNER UNTIL A GOOD GROWTH IS ASSURED AND FINAL ACCEPTANCE IS MADE BY THE GOVERNING AUTHORITY. MAINTENANCE WORK SHALL INCLUDE WATERING (WHEN NECESSARY), RESTORING/ REPLACING GRASS, FILLING WASHES AND MOWING, IF NECESSARY. 9. WHEN GRASS OR GRASSES HAVE OVERLAPPING GROWTH, THE AREA SHALL BE CONSIDERED TO HAVE SATISFACTORY GROWTH. GRADING NOTES: 1. ALL CUT SLOPES SHALL HAVE A MAXIMUM GRADE OF 2H:1V. ALL FILL SLOPES SHOULD HAVE A MAXIMUM GRADE OF 3H:1V, UNLESS OTHERWISE INDICATED. 2. SEE GENERAL NOTES SHEET (GN-1) FOR ADDTIONAL GRADING NOTES. 1. THE DENUDED AREA IS 4,192 SQUARE FEET. 2. THE RECEIVING WATERCOURSE IS SALT RIVER. 3. THE PROJECT AREA IS NOT LOCATED IN A FEMA SPECIAL FLOOD HAZARD AREA PER FIRM #7800000059G WITH EFFECTIVE DATE APRIL 16, 2017. 4. CUT AND FILL SLOPES SHOULD BE STABILIZED WITHIN 14 DAYS DURING ANY PHASE OF GRADING 5. STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES FROM SEDIMENT OR OTHER CONSTRUCTION GENERATED MATERIAL OR A WASH STATION WILL BE REQUIRED 6. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS REGARDING EROSION AND SEDIMENT CONTROL FOR THE AGENCY HAVING JURISDICTION OVER CLEARING AND GRADING PROCEDURES. UTILIZE BEST MANAGEMENT PRACTICES (BMPS) DESCRIBED IN THE GOVERNING AGENCY'S OR APPLICABLE STATE'S CODE IN ORDER TO BOTH PREVENT/MINIMIZE CONCENTRATED FLOWS THROUGH OR ACROSS UNSTABILIZED/DENUDED AREAS AND PREVENT/MINIMIZE SEDIMENT LADEN STORMWATER RUNOFF FROM LEAVING THE CONSTRUCTION SITE. SPECIFIC BMP EXAMPLES INCLUDE SILT FENCE, CONSTRUCTION ENTRANCE(S), PERIMETER DIVERSION SWALES, INLET PROTECTION, AND OTHER APPLICABLE MEASURES. 7. CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES SPECIFIED HEREIN AND ANY ADDITIONAL CONTROLS THAT MAY BECOME NECESSARY IN ORDER TO ENSURE THE PROTECTION OF ADJACENT PROPERTIES AND WATERWAYS. ALL TEMPORARY DEVICES SHALL BE APPROPRIATELY MAINTAINED UNTIL ALL EARTH DISTURBING ACTIVITIES HAVE CEASED AND THE PROJECT IS STABILIZED AND APPROVED. 8. EROSION CONTROL MEASURES SHALL BE CHECKED DAILY AND IMMEDIATELY FOLLOWING ANY RAINFALL EVENTS. ANY NOTED DEFICIENCIES WILL BE CORRECTED IMMEDIATELY (NO LATER THAN THE END OF EACH DAY). IMMEDIATELY UPON THE DISCOVERY OF UNFORESEEN CIRCUMSTANCES THAT POSE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION. 9. ALL DENUDED CUT/FILL SLOPES STEEPER THAN OR EQUAL TO 3:1 SHALL BE PROTECTED WITH NORTH AMERICAN GREEN SC250 OR EQUIVALENT UNLESS ALTERNATIVE SLOPE PROTECTION MEASURES ARE APPROVED 10. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES 11. ALL DENUDED AREAS NOT DESIGNATED FOR PROTECTION BY STRUCTURAL STABILIZATION MEASURES OR EROSION CONTROL BLANKETS SHALL BE SEEDED & MULCHED IMMEDIATELY UPON REACHING GRADE AND IN ACCORDANCE WITH THE GOVERNING JURISDICTION'S REQUIREMENTS 12. FOR ANY DENUDED AREA TO BE CONSIDERED PERMANENTLY STABILIZED, THE DENUDED AREA SHOULD BE UNIFORMLY COVERED IN PERENNIAL VEGETATION WITH A DENSITY OF 70% OR GREATER, OR COVERED IN OTHER NON-VEGETATIVE MATERIAL WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCE 1. PROJECT STAKEHOLDERS TO CONDUCT PRE-CONSTRUCTION MEETINGS AS REQUIRED BY THE GOVERNING AUTHORITY 2. INSTALL SILT FENCE (AS SHOWN ON THE PLANS AND DOWNSTREAM OF ALL EXCAVATED AREAS) AND/OR SOIL STOCKPILING AREAS PRIOR TO THE COMMENCEMENT OF GRADING 3. CLEAR AND GRUB REMAINING AREAS AND PROCEED WITH ROUGH GRADING (INCLUDING DITCHES AND SWALES); INSTALL ADDITIONAL EROSION CONTROL MEASURES AFTER GRADING BEGINS AS REQUIRED 4. INSTALL ON-SITE UTILITIES AND TEMPORARY STABILIZATION AS SHOWN ON PLANS 5. CONSTRUCT TOWER FOUNDATION, COMMUNICATION FACILITIES, AND RETAINING WALL AS APPLICABLE 6. FINISH GRADE PROPOSED ACCESS AND TOWER COMPOUND 7. STABILIZE GRAVEL AND PAVED AREAS PER PLANS, TOPSOIL AND PERMANENTLY SEED DENUDED CUT/FILL SLOPES AND INSTALL EROSION CONTROL MATTING, DITCH LINING, RIP-RAP APRONS, ETC. AS SPECIFIED ON PLANS (PERMANENT COVER SHOULD BE INSTALLED WITHIN 7-DAYS AFTER FINISHED GRADES HAVE BEEN ESTABLISHED) 8. MAINTAIN PERIMETER SILT FENCE AND OTHER PERIMETER SOIL EROSION CONTROL MEASURES AS APPLICABLE UNTIL PERMANENT GROUND COVER IS ESTABLISHED 9. REMOVE ANY EROSION CONTROL MEASURES FROM AREAS THAT HAVE BEEN PERMANENTLY STABILIZED AND STABILIZE AREAS OF THE DEVICE(S) REMOVAL CONSTRUCTION SEQUENCE PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL ANTENNA, RRU & EQUIPMENT SPECIFICATIONS C-11 13.2" 7.9" 18.2" QUINTEL QD66512-2 ANTENNA DETAIL NTS 22.0" WEIGHT = 110.0 LBS 7.9" 22.0" 72.0" 72.0" 22.0" 7.9" 7.9" 17.9" 13.19" 9.44" 13.19" 9.44" ERICSSON 5.9" 13.5" TOP VIEW BOTTOM VIEW FRONT VIEW SIDE VIEW WEIGHT = 71.0 LBS 17.9" ERICSSON RRUS-4449 B5/B12 RADIO DETAIL NTS BOTTOM VIEW FRONT VIEW SIDE VIEW ERICSSON RRUS-4478 B14 RADIO DETAIL NTS WEIGHT = 56.1 LBS ERICSSON RRUS-4415 B30 RADIO DETAIL NTS WEIGHT = 44.0 LBS 16.6" BOTTOM VIEW FRONT VIEW SIDE VIEW 16.6" 13.5" 5.9" ERICSSON RRUS-4426 B66 RADIO DETAIL NTS ERICSSON RRUS-4460 B25/B66 RADIO DETAIL NTS WEIGHT = 109.0 LBS WEIGHT = 48.4 LBS 13.2" 5.8" 15.0" 15.8" 19.7" 12.2" BOTTOM VIEW FRONT VIEW SIDE VIEW 15.8" 12.2" 19.7" PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CONSTRUCTION DETAILS C-12 NOTES: 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRU'S. PROPOSED SURGE SUPPRESSOR PROPOSED FIBER AND DC CABLES PROPOSED ANTENNA MOUNT PROPOSED 1/2" Ø U-BOLT (TYP. OF 2) PROPOSED CLAMP STYLE CROSSOVER PLATE PROPOSED POLE MOUNT BRACKET (PROVIDED BY MANFACTURER) PROPOSED MOUNTING PIPE NOTES: 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. 3. CONTRACTOR TO USE ERICSSON SXK1091946/1 B2B BRACKET OR APPROVED EQUAL. PROPOSED MOUNTING PIPE (TYP.) PROPOSED B2B POLE-MOUNTING BRACKET (TYP.) PROPOSED LIBERTY RRU (TYP.) PROPOSED ANTENNA MOUNTING BRACKET; BSAMNT-1 (INCLUDED) EXISTING ANTENNA PROPOSED ANTENNA MOUNTING BRACKET; BSAMNT-1 (INCLUDED) PROPOSED 3" STD. PIPE (3-1/2" O.D.) ANTENNA MOUNTING MAST, MIN. 6'-0" L. (ATTACH TO EXISTING CROSSARM W/ SITE PRO 1 (PN: SCX-4 CROSSOVER KIT) M12 BOLT MAXIMUM TORQUE M8 15N.M (20 FT.LBS) M10 37N.M (27 FT.LBS) M12 58N.M (43 FT.LBS) M12 BOLT M12 BOLT M12 BOLT MAXIMUM TORQUE M10 37N.M (27 FT.LBS) M12 58N.M (43 FT.LBS) ATTENTION: INSERT M12 BOLTS AND M12 FLAT WASHERSINTO BRACKET WITH TABS PRIOR TO ATTACHING BRACKET TO ANTENNA. SURGE MOUNTING DETAIL NTS RRU MOUNTING DETAIL NTS ANTENNA MOUNTING DETAIL NTS PROPOSED RRU MOUNTED TO SWIVEL MOUNT PROPOSED PLATFORM PROPOSED ANTENNA 12" MINIMUM DISTANCE BETWEEN RRU & PANEL ANTENNA (TYP.) RRU INSTALLATION DETAIL NTS RAYCAP DC9-48-60-24-8C-EV DETAIL NTS TOP VIEW FRONT VIEW 9.7" 9.7" 23.5" PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CONSTRUCTION DETAILS C-13 *ALL CONDUITS SHALL BE INSTALLED WITH PULL STRINGS* CONCRETE EQUIPMENT PAD NTS CONDUIT PENETRATION DETAIL NTS PLAN PAD SECTION 12" THK. 4000 PSI CONCRETE PAD 3/4" CHAMFER (TYPICAL ALL SIDES) #4 @ 12" E.W. & N.S. (TOP AND BOTTOM) 18.0' 10.0' 3/4" CHAMFER (TYPICAL ALL SIDES) GRADE SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH TOP OF FINISHED GRADE SLOPE AWAY FROM CONCRETE 6" GRADE MIN. 10 MIL VAPOR BARRIER (PLACED BETWEEN GRAVEL AND REBAR) MIN. 6" THICK COMPACTED STONE BASE WELL DRAINED FILL #4 @ 12" E.W. & N.S. (TOP AND BOTTOM) EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE 6" 6" 3" CLEAR (TYP.) 2" PROPOSED CONCRETE PAD SPARE CONDUIT TO BE CAPPED UNTIL UTILIZED NEW CONDUITS 1'-0" n PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL SITE SIGNAGE C-14 TYPICAL SIGNAGE NOTES: x ALL SIGNS TO BE HUNG ON FENCE USING HOG RINGS OR ALUMINUM FENCE TIES, ZIP TIES OR REBAR WIRE WILL NOT BE ACCEPTABLE. x THE RED WARNING SIGN SHALL BE PLACED ON THE TOWER IDEALLY IN A CONSPICUOUS PLACE NEAR THE BASE. PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CIVIL DETAILS (STABILIZATION MATTING) C-15 PERMANENT SOIL STABILIZATION MATTING - SLOPE 6" DEEP (MIN) OVERLAP A MINIMUM OF 6" AT ROLL EDGES KEY TRENCH FILL MATT VOIDS IF SPECIFIED (SEE NOTE 8) 6" MIN. OVERLAP AT ROLL END (TYP) PREPARED SLOPE WITH SEED IN PLACE ISOMETRIC VIEW NOTES: 1. USE PERMANENT NORTH AMERICAN GREEN ROLLMAX ERONET P300 OR APPROVED EQUAL. 2. SECURE MATTING USING STEEL STAPLES. STAPLES MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 1 12 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, AND MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPE AT THE BOTTOM. 3. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS, UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. 4. UNROLL MATTING IN DIRECTION OF WATER FLOW, CENTERING THE FIRST ROLL ON THE CHANNEL CENTER LINE. WORK FROM CENTER OF CHANNEL OUTWARD WHEN PLACING ROLLS. LAY MATTING SMOOTHLY AND FIRMLY UPON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING. 5. OVERLAP OR ABUT EDGES OF MATTING ROLLS PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6 INCHES (MINIMUM), WITH THE UPSTREAM MAT OVERLAPPING ON TOP OF THE NEXT DOWNSTREAM MAT. 6. KEY IN THE TOP OF SLOPE END OF MAT 6 INCHES (MINIMUM) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END IN THE KEY. 7. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 8. IF SPECIFIED BY THE DESIGNER OR MANUFACTURER AND DEPENDING ON THE TYPE OF MAT BEING INSTALLED, ONCE THE MATTING IS KEYED AND STAPLED IN PLACE, FILL THE MAT VOIDS WITH TOP SOIL OR GRANULAR MATERIAL AND LIGHTLY COMPACT OR ROLL TO MAXIMIZE SOIL/MAT CONTACT WITHOUT CRUSHING MAT. ** MATTING INSTALLATION NOTES ARE MINIMUM REQUIREMENTS AND ARE FOR GENERAL GUIDANCE ONLY. REFER TO MANUFACTURER'S RECOMMENDATIONS OF THE SPECIFIED PRODUCT FOR FULL INSTALLATION DETAILS. IN THE EVENT OF DISCREPANCIES, MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. DETAIL NOT USED PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL CONSTRUCTION DETAILS C-16 1" CROWN (TYP.) 1-5/8" X 9'-0" UNISTRUT (FIELD LOCATE & CUT TO LENGTH) TYPICAL H-FRAME DETAIL W/ POSTS NTS SECTION A-A A A H-FRAME NOTES: 1. IF IT IS NECESSARY TO EXTEND THE H-FRAME, AN ADDITIONAL POST WILL ALWAYS BE REQUIRED. 2. PROPOSED UNISTRUTS TO BE FIELD CUT AND SHOULD NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST. 3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT, ALLOW TO DRY, THEN COVER WITH RUBBER PROTECTIVE CAPS FOR SAFETY. 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 5. ALL PROPOSED HARDWARE TO BE MOUNTED PER MANUFACTURERS SPECS. 3'-6" MIN. 6" 4.0' 3"Ø SCH. 40 PIPE (GALV.) PIPE CAP 4.0' 8.0' TYPICAL H-FRAME DETAIL W/ BASE PLATE NTS 12"Ø 4,000 PSI CONCRETE FOOTING (TYP.) GRADE UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYP.) FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE GRADE PROPOSED EQUIPMENT PAD 2.0' 2.0' 4.0' A A 1-5/8" X 5'-0" UNISTRUT (FIELD LOCATE & CUT TO LENGTH) PIPE CAP 3"Ø SCH. 40 PIPE (GALV.) 5/8"Ø HILTI ANCHOR BOLTS OR EQUIVALENT W/ 3" EMBEDMENT (TYP. 4 EACH SUPPORT) 3/16" 1-1/8" (TYP.) 8" X 8" X 1/4" THK. BASE PLATE FINISHED GRADE SUBGRADE CONTRACTOR TO RETURN SURFACE TO ORIGINAL CONDITION (RESEED AS NEEDED) WIDTH AS REQUIRED DETECTABLE UTILITY WARNING TAPE NEW 4" CONDUITS FOR ELECTRICAL SERVICE AS REQUIRED NEW 4" CONDUITS FOR TELCO/FIBER AS REQUIRED SELECT BACKFILL (SAND OR NATIVE SOIL) 42" MIN (OR 6" BELOW FROST LINE) 2" 4" 8" JOINT UTILITY TRENCH NOTES: 1. CONDUIT TYPE, SIZE, QUANTITY, AND SEPARATION TO BE VERIFIED WITH LOCAL UTILITY PROVIDER REQUIREMENTS. 1' 4" CONDUIT ENDCAP RIGID STEEL CONDUIT RIGID STEEL TO PVC ADAPTER PVC CONDUIT (SIZE AS SHOWN ON PLANS) SUBGRADE FINISHED GRADE CONDUIT STUB-UP 42" MIN (OR 6" BELOW FROST LINE) R 24" MIN FINISHED GRADE SUBGRADE WIDTH AS REQUIRED DETECTABLE UTILITY WARNING TAPE NEW 4" UTILITY CONDUITS AS REQUIRED SELECT BACKFILL (SAND OR NATIVE SOIL) 42" MIN (OR 6" BELOW FROST LINE) 2" 4" 8" NOTES: 1. CONDUIT TYPE, SIZE, QUANTITY, AND SEPARATION TO BE VERIFIED WITH LOCAL UTILITY PROVIDER REQUIREMENTS. 4" 4" CONTRACTOR TO RETURN SURFACE TO ORIGINAL CONDITION (RESEED AS NEEDED) SINGLE UTILITY TRENCH AGGREGATE BASE COURSE COMPACTED TO 90% STANDARD PROCTOR MAXIMUM DRY DENSITY (TRAFFIC AREAS) OR COMPACTED NATIVE SOIL (BARE OR GRASSED ARES) AGGREGATE BASE COURSE COMPACTED TO 90% STANDARD PROCTOR MAXIMUM DRY DENSITY (TRAFFIC AREAS) OR COMPACTED NATIVE SOIL (BARE OR GRASSED ARES) H-FRAME UTILITY RACK NOTES: 1. EXACT LAYOUT AND COMPONENTS OF UTILITY RACK MAY CHANGE BASED ON OWNER/TENANT REQUIREMENTS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO BID REGARDING POTENTIAL MODIFICATIONS. 2. CONTRACTOR TO MAINTAIN 3'-0" MINIMUM CLEARANCE FROM METERING CENTER TO NEAREST OBSTRUCTION 3. CONCRETE PIER FOUNDATION TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM, TYP.) 4. ELECTRIC SERVICE: 240/120V, 1Ø, 3W, 600A UNDERGROUND SERVICE TO POLE RISER 5. USE COPPER STRANDED, 600V, TYPE THW/THWN, WITH CROSS-LINKED POLYETHYLENE INSULATION FOR #8 AWG AND LARGER WIRE 6. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC (MEET UL STANDARDS G51 AND NEMA TC2-1990) EXPOSED GALVANIZED STEEL. ALL CONDUIT BENDS SHALL BE A MIN. OF 24" RADIUS OR AS SPECIFIED BY THE LATEST EDITION OF THE NEC, WHICHEVER IS GREATER 7. GROUNDING CONDUCTOR SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE NOTED 8. 4" PVC CONDUIT INSTALLED 30" (MIN) BELOW GRADE FOR INCOMING SERVICE BY TELEPHONE COMPANY. PROVIDE PULL STRING - 200 LB TEST POLYETHYLENE CORD PLAN VIEW REAR VIEW FRONT VIEW TELCO EQUIPMENT CABINET (HOFFMAN OR APPROVED EQUIV) 6' MAX HEIGHT 48" MIN END CAP UNISTRUT HORIZONTAL SUPPORT MEMBER OR EQUIV (ZINC PLATED) STRAP (TYP) 3" SCHEDULE 40 GALVANIZED STEEL PIPE WITH CAP 4" SCHEDULE 40 PVC TELCO/FIBER CONDUIT TO UTILITY DEMARC OR PER UTILITY COMPANY REQUIREMENTS EXOTHERMIC WELD, 6" MIN ABOVE GRADE (TYP) 400A, 120/240V, 1 PHASE, 3 WIRE, 3 POSITION METERING CENTER (200A MAX CIRCUIT BREAKER) (SQUARE D METER MP43200 OR EQUIV) SERVICE DISCONNECT (TYP. OF 3) 4" SCHEDULE 40 PVC CONDUIT TO POWER SOURCE OR PER POWER COMPANY'S REQUIREMENTS #2 AWG BARE TINNED SOLID COPPER GROUND IN 3/4" CONDUIT (TYP) GROUND RING PVC FLEX CONDUIT, MIN OF 12" IN GROUND (TYP) #2 AWG BARE TINNED SOLID COPPER CONNECTED TO GROUNDING SYSTEM (TYP) CONNECT TO GROUNDING SYSTEM GROUND RING CONNECT TO GROUNDING SYSTEM (TYP) SPARE 4" SCHEDULE 40 PVC CONDUIT (CAPPED) TO POWER SOURCE OR PER POWER COMPANY'S REQUIREMENTS SPARE 4" SCHEDULE 40 PVC CONDUIT (CAPPED) TO UTILITY DEMARC OR PER UTILITY COMPANY'S REQUIREMENTS 5'-0" 5'-0" 2" SCHEDULE 40 PVC POWER CONDUIT TO LIBERTY LEASE AREA 18" PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL ELECTRICAL DETAILS E-1 UTILITY SINGLE LINE DIAGRAM M M FIBER HANDHOLE/TELCO PEDESTAL (BY UTILITY PROVIDER) UTILITY COMPANY TRANSFORMER (BY UTILITY PROVIDER) METERING CENTER, 400A, 120/240V, 1 PHASE 200A (2) 4" SCH. 40 PVC CONDUIT WITH (1) 200LB POLYETHYLENE CORD PULL STRING (1 STUBBED/CAPPED FOR FUTURE USE) (CONTRACTOR TO COORDINATE INSTALLATION OF CONDUCTORS FROM TRANSFORMER TO METERING CENTER WITH UTILITY PROVIDER) NOTES: 1. EXACT LAYOUT AND COMPONENTS OF UTILITY RACK MAY CHANGE BASED ON OWNER/TENANT REQUIREMENTS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO BID REGARDING POTENTIAL MODIFICATIONS. M TELCO EQUIPMENT ENCLOSURE (2) 4" SCH. 40 PVC CONDUIT WITH (1) 200LB POLYETHYLENE CORD PULL STRING (1 STUBBED/CAPPED FOR FUTURE USE) PROPOSED LIBERTY 200A, 120/240V SINGLE PHASE METER AND SERVICE DISCONNECT E E E E E E E E E E E E NEW SERVICE TO BE SUPPLIED BY UTILITY COMPANY 200A, 120/240 SINGLE PHASE, 3 WIRE VAC, METER E E E E E E E E E E E E E E E E E E E E PROPOSED 2" PVC CONDUIT WITH 3-#3/0 AND 1-#6 GROUND PROPOSED 2" SCH 40 PVC ELECTRIC CONDUIT WITH 3-#3/0 & 1-#6 GROUND (GENERATOR POWER) E E E E E E E E E E E E E E PROPOSED GENERATOR PROPOSED 2" SCH 40 PVC ELECTRIC CONDUIT WITH 8-#12 THHN & 2-CAT6 CABLES (GENERATOR START CONTROLS, BATTERY CHARGER, HEATER & ALARMS) E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E TO PROPOSED POWER CABINET E E E E E E E E E E E E E E E E E ATS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 200A PANEL ELECTRICAL NOTES 1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. VERIFY HEIGHTS WITH PROJECT MANAGER PRIOR TO INSTALLATION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDULING AND PROVISIONARY CIRCUMSTANCES SURROUNDING THE PROJECT. 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR COMPLETE AND FUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUT AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THE CONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH ALL CURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE AND LOCATION. 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY AND CITY CODES AND OSHA, NFPA, NEC & ASHRAE REQUIREMENTS. 9. ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE. ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE-STOPS WHERE PENETRATIONS ARE MADE THROUGH FIRE-RATED ASSEMBLIES. WATER-TIGHT USING SILICONE SEALANT. 11. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGS TO THE PROJECT MANAGER AT JOB COMPLETION. PROVIDE MAINTENANCE MANUALS FOR MECHANICAL EQUIPMENT. AFFIX MAINTENANCE LABELS TO MECHANICAL EQUIPMENT. 12. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG., UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THHW, RATED IN ACCORDANCE WITH NEC 110.14(C). 13. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICH THEY MAY BE SUBJECTED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANY STANDARDS. 15. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. C. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR. D. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALLING. E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE UV-RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE PERMITTED BY CODE TO OMIT. 17. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT AS REQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. 19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSED AND EXCESS MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVER ITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAIN SIGNED RECEIPT UPON DELIVERY. 20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN POWER TO ALL OTHER AREAS & CIRCUITS NOT SCHEDULED FOR REMOVAL. 22. RED LINED AS-BUILT PLANS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER. NOTE: 1. LIBERTY POWER DIAGRAM AND PANEL SCHEDULE DETAILED ON THIS SHEET ARE AS DESIGNED AND LIBERTY. LIBERTY LOAD CENTER LIBERTY SINGLE LINE DIAGRAM PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL ELECTRICAL DETAILS E-2 X X X X X X X X P P P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T T T T P P P P P P P P P P P P P T T T T T T T T T T T T T PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL UTILITY LAYOUT E-3 LEGEND PROPERTY LINE/ROW EXISTING EASEMENT PROPOSED EASEMENT PROPOSED LEASE AREA WATERBODY EXISTING FENCE PROPOSED FENCE ROADWAY CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT OVERHEAD UTILITY PROPOSED UNDERGROUND POWER PROPOSED UNDERGROUND TELCO X X X X OH UTILITY LAYOUT 11" X 17": 1" = 10' 22" X 34": 1" = 5' 0 10 20 5 2.5 5 15 P P P T T T PROPOSED LIBERTY 2" PVC POWER CONDUIT WITH 3-#3/0 AND 1-#6 GROUND PROPOSED LIBERTY 4" PVC CONDUIT WITH 3 INNER DUCTS AND PULL STRING FOR FIBER PROPOSED (2) 4" PVC SCHEDULE 40 POWER CONDUIT W/PULL STRING FROM PROPOSED METER BANK (ROUTED WITHIN EASEMENT TO POWER MEET POINT) PROPOSED (2) 4" PVC SCHEDULE 40 CONDUIT WITH (3) INNER DUCTS EACH AND PULL STRING FROM PROPOSED TELCO EQUIPMENT CABINET TO FIBER MEET POINT (AS DETERMINED BY FIBER PROVIDER) PROPOSED TELCO CONDUIT SHALL BE ROUTED WITHIN LEASE AREA/EASEMENT TO FIBER SOURCE WITHIN PUBLIC ROW. INSTALL HAND HOLES AS REQUIRED (SPECIFICATIONS PER FIBER PROVIDER) PROPOSED 100-FT MONOPALM STEALTH TOWER (17° 46' 27.007" N, 64° 46' 27.767" W) (SEE TOWER PROFILE, SHEET C-6) EXISTING PALM TREE (TYP.) PROPOSED 30' X 50' FENCED GRAVEL COMPOUND IN A 37' X 56' LEASE AREA (SEE COMPOUND PLAN, SHEET C-4) PROPOSED 30' WIDE ACCESS & UTILITY EASEMENT EXTENDING FROM COMPOUND TO CLOSEST PUBLIC RIGHT-OF-WAY SUBJECT PROPERTY HILLTOP PROPERTIES, LLC PARCEL ID: 201207052500 ACRES: 1.59 ACRES ZONED: R-1 EXISTING PAVED DRIVEWAY (PRIVATE) SUBJECT PROPERTY LINE PROPOSED MULTI-METER H-FRAME UTILITY RACK (SEE DETAIL, SHEET E-1) PROPOSED LIBERTY EQUIPMENT CABINETS & DIESEL GENERATOR ON PROPOSED 10' X 18' CONCRETE PAD WITHIN PROPOSED LIBERTY 18' X 20' LEASE AREA (SEE EQUIPMENT PLAN, SHEET C-5) PROPOSED RETAINING WALL (DESIGN BY OTHERS) PROPOSED LIBERTY ICE BRIDGE (SEE DETAIL, SHEET C-7) EXISTING STONE CURB PROPOSED TRANSFORMER ON CONCRETE PAD (VERIFY WITH LOCAL UTILITY COMPANY) PROPOSED FIBER HAND HOLE 30' ROAD PLOT #70 PUBLIC RIGHT-OF-WAY ESTATE CLAIRMONT OLG 4047 PROPOSED GRAVEL SIDEWALK 2.0' S/S NUT (TYP) S/S BELLEVILLEE WASHER (TYP) S/S FLAT WASHER (TYP) S/S BOLT (TYP) S/S FLAT WASHER (TYP) LABEL CLEAR HEAT SHRINK COPPER BUSBAR HEAT SHRINK (POS = RED) (NEG = BLACK) (GROUND = GREEN) 1" MIN 1 8" MIN 1 4" MIN GROUND LUG DETAIL EXTERIOR GROUND BUSBAR TINNED COPPER GROUND PLATE WALL MOUNTING BRACKET (AS REQUIRED) STANDOFF INSULATOR GROUND LUG NOTES: ALL BUSBARS 1. ALL GROUNDING SYSTEM COMPONENTS SHOULD ADHERE TO THE SPECIFICATIONS SET FORTH IN THE LATEST VERSION OF TIA-607 OR THE NATIONAL ELECTRIC CODE, WHICHEVER IS MORE STRINGENT 2. GROUNDING CONDUCTORS SHALL NOT HAVE A RADIUS LESS THAN 8" OR AN ANGLE OF BEND LESS THAN 90 DEGREES. 3. WHEN MOUNTED ON WALLS OR OTHER SOLID SURFACES, GROUND BUSBAR(S) SHALL HAVE A MINIMUM 2" SEPARATION FROM THE SURFACE TO WHICH IT IS MOUNTED TO ALLOW ACCESS TO THE REAR OF THE BAR. 4. SHOULD BE CONNECTED DIRECTLY TO THE GROUNDING ELECTRODE SYSTEM VIA EXOTHERMIC WELD OR LISTED IRREVERSIBLE COMPRESSION CONNECTION. ALL BONDING CONNECTIONS SHALL BE MADE VIA EXOTHERMIC WELDING OR LISTED IRREVERSIBLE COMPRESSION OR MECHANICAL CONNECTORS. MECHANICAL AND COMPRESSION CONNECTORS SHOULD ONLY BE USED ABOVE GROUND. EXTERNAL SHELTER/EQUIPMENT BUSBAR 5. SHALL BE CONNECTED DIRECTLY TO THE GROUNDING ELECTRODE SYSTEM VIA NO. 2 AWG OR LARGER BARE, SOLID, TINNED COPPER CONDUCTOR. TOWER BUSBAR 6. SHALL BE DIRECTLY BONDED TO THE TOWER. 7. SHALL BE INSTALLED AT THE TOP AND BOTTOM OF THE TOWER; WHEN TOWER IS GREATER THAN 200-FT IN HEIGHT, BUSBARS SHALL BE INSTALLED EVERY 50-FT AND BONDED TO THE TOWER AND TRANSMISSION LINE CABLE SHIELDS 8. SHALL BE CONNECTED DIRECTLY TO THE GROUNDING ELECTRODE SYSTEM VIA #2 AWG OR LARGER BARE, SOLID, TINNED COPPER CONDUCTER. NOTES: 1. ALL GROUNDING SYSTEM COMPONENTS SHOULD ADHERE TO THE SPECIFICATIONS SET FORTH IN THE LATEST VERSION OF TIA-607 OR THE NATIONAL ELECTRIC CODE, WHICHEVER IS MORE STRINGENT 0.25" MIN TO GROUNDING ELECTRODE SYSTEM (TYP OF 2) (EXOTHERMIC WELD OR LISTED IRREVERSIBLE COMPRESSION CONNECTION) GRADE 30" MIN OR 6" BELOW FROST DEPTH 6" MAX EXOTHERMIC WELD GROUND ROD COPPER CLAD STEEL W/MIN 5 8" DIA x 10' BELOW GROUND RING #2 AWG BARE SOLID TINNED COPPER GROUND RING NOTES: 1. ALL GROUNDING SYSTEM COMPONENTS SHOULD ADHERE TO THE SPECIFICATIONS SET FORTH IN THE LATEST VERSION OF TIA-607 OR THE NATIONAL ELECTRIC CODE, WHICHEVER IS MORE STRINGENT 2. GROUND RODS SHALL BE LATERALLY SPACED NO CLOSER THAN A DISTANCE EQUAL TO THEIR LENGTH, BUT NO GREATER THAN TWICE THEIR LENGTH 3. GROUND RODS SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 30 DEGREES FROM VERTICAL 4. ALL BONDING CONNECTIONS SHALL BE MADE VIA EXOTHERMIC WELDING GROUND ROD DETAIL 4" TO 6" OF LOOSE CRUSHED GRAVEL BELOW WELD (WELD SHALL REMAIN VISIBLE) DRIVEN COPPER GROUND ROD #2 AWG BARE SOLID TINNED COPPER GROUND RING EXOTHERMIC WELD (GROUND RING TO GROUND ROD) (TEST LOOP TO GROUND RING) CUT SLOTS FOR GROUND RING (BOTH SIDES) #2 SOLID BARE TINNED COPPER LOOP THREADED END-CAP 30" MIN OR 6" BELOW FROST LINE 6" 10" x 42" PVC GROUND TEST WELL W/COVER GRADE GROUND ROD TEST WELL DETAIL NOTES: 1. ALL GROUNDING SYSTEM COMPONENTS SHOULD ADHERE TO THE SPECIFICATIONS SET FORTH IN THE LATEST VERSION OF TIA-607 OR THE NATIONAL ELECTRIC CODE, WHICHEVER IS MORE STRINGENT FIXED FENCE POST SWINGING GATE FRAME EXOTHERMIC CONNECTION DRIVEN COPPER GROUND ROD #2 AWG BARE SOLID TINNED COPPER GROUND RING EXOTHERMIC WELD GRADE #2 AWG FLEXIBLE GATE JUMPER 18" ABOVE GRADE #2 AWG SOLID BARE COPPER CONDUCTOR IN 3 4" PVC FLEX CONDUIT 12" ABOVE GRADE GATE GROUNDING DETAIL GRADE FENCE POST EXOTHERMIC CONNECTION CONCRETE PIER DRIVEN COPPER GROUND ROD #2 AWG SOLID BARE COPPER CONDUCTOR IN 3 4" PVC FLEX CONDUIT EXOTHERMIC CONNECTION FENCE POST GROUNDING DETAIL EXOTHERMIC CONNECTION #2 AWG BARE SOLID TINNED COPPER GROUND RING 4" MIN PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL GROUNDING DETAILS G-1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL GROUNDING PLAN G-2 NOTES: 1. ALL GROUNDING SYSTEM SCHEMATICS/DIAGRAMS ARE INTENDED TO REPRESENT TYPICAL INSTALLATION SCENARIOS. VARYING SITE CONDITIONS MAY REQUIRE MODIFICATION OF THE DETAILS PRESENTED HEREIN. ALL GROUNDING SYSTEM GUIDELINES AND COMPONENTS SHOULD ADHERE TO THE SPECIFICATIONS SET FORTH IN THE LATEST VERSION OF TIA-607 OR THE NATIONAL ELECTRIC CODE, WHICHEVER IS MORE STRINGENT 2. SITE GROUNDING SYSTEM MUST ACHIEVE A RESISTANCE OF 5 OHMS OR LESS 3. ALL GROUND RINGS SHALL BE INSTALLED AT A MINIMUM DEPTH OF 2.5-FT BELOW GRADE OR 6-INCHES BELOW THE FROST LINE, WHICHEVER IS GREATER 4. ALL GROUND RODS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 10-FT BELOW THE GROUND RING 5. TOWER GROUND RING SHALL BE BONDED TO SHELTER/EQUIP PAD GROUND RING AND PERIMETER GROUND RING IN (2) LOCATIONS. SHELTER/EQUIPMENT PAD GROUND RING SHALL BE BONDED TO THE PERIMETER GROUND RING IN (2) LOCATIONS. 6. ALL SHELTER, EQUIPMENT PAD, AND TOWER FOUNDATIONS SHALL HAVE REBAR ELECTRICALLY CONNECTED TO THEIR ASSOCIATED GROUND RING (TOWER, SHELTER/EQUIP PAD) PER NEC 250.52(3)(A). FOUNDATION GROUNDING CONNECTIONS SHALL HAVE A MINIMUM COVER OF 3" OF CONCRETE AND SHALL BE MADE TO A MINIMUM 6' LENGTH OF REBAR (20' IS PREFERABLE). 7. GROUND ALL CORNER FENCE POSTS, GATE POSTS, AND GATE FRAME TO THE GROUND RING VIA EXOTHERMIC WELD. GROUND ANY GATE POST WITHIN 6' OF A SHELTER/EQUIPMENT PAD OR 25-FT OF THE TOWER TO THE GROUND RING VIA EXOTHERMIC WELD. 8. FOR TOWERS NOT EXCEEDING 5-FT IN BASE WIDTH, A MINIMUM OF (2) GROUND RODS SHOULD BE INCLUDED IN THE TOWER GROUND RING, SPACED OPPOSITE EACH OTHER. 9. FOR SELF SUPPORT TOWERS EXCEEDING 5-FT IN BASE WIDTH, A MINIMUM OF ONE GROUND ROD PER TOWER LEG SHOULD BE INCLUDED IN THE TOWER GROUND RING. 10. FOR MONOPOLES EXCEEDING 5-FT IN BASE WIDTH, THE GROUND RING SHOULD INCLUDE (4) GROUND RODS, EQUALLY SPACED; THERE SHOULD ALSO BE (4) BONDING CONDUCTORS CONNECTED TO THE MONOPOLE TOWER, EQUALLY SPACED. 11. BOND PROPANE TANK(S), GENERATOR(S), AND ALL MISCELLANEOUS METALLIC EQUIPMENT TO THE SITE GROUNDING SYSTEM. 12. GROUND ALL EXPOSED METALLIC OBJECTS ON THE BUILDING/SHELTER EXTERIOR 13. ALL CONDUITS CROSSING THE GROUND RING CONDUCTOR SHALL BE BONDED TO THE GROUND CONDUCTOR USING A PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. 14. GROUNDING CONDUCTORS SHALL NOT HAVE A RADIUS LESS THAN 8" OR AN ANGLE OF BEND LESS THAN 90 DEGREES. 15. ALL BONDING CONNECTIONS SHALL BE MADE VIA EXOTHERMIC WELDING OR LISTED IRREVERSIBLE COMPRESSION OR MECHANICAL CONNECTORS. ALL BELOW GRADE CONNECTIONS SHOULD BE MADE VIA EXOTHERMIC WELD. 16. ALL ABOVE GRADE CONNECTIONS EXTENDING BENEATH THE GROUND SURFACE SHOULD BE ENCASED IN 3 4" PVC FLEX CONDUIT THAT EXTENDS A MINIMUM 12" BELOW GRADE; ALL FLEX CONDUIT OPENINGS SHALL BE WEATHERPROOFED 17. UNLESS OTHERWISE NOTED, ALL EXTERIOR GROUNDING CONDUCTORS, INCLUDING GROUND RINGS, SHALL BE #2 AWG SOLID BARE TINNED COPPER. CONFIGURE ALL GROUNDING CONNECTIONS AS SHORT AND STRAIGHT AS POSSIBLE. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 18. ALL GROUND MECHANICAL AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT 19. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 20. ALL LUG CONNECTIONS SHALL BE 2 HOLE LONG BARREL COMPRESSION TYPE OR APPROVED EQUAL 21. REMOVAL ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. SURFACES SHOULD BE REPAINTED TO MATCH (AFTER CONNECTION IS MADE) TO MAINTAIN CORROSION RESISTANCE. 22. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING; USE SPRAY GALVANIZER 23. WHERE MECHANICAL CONNECTORS ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND ON ALL CONNECTORS 24. THE TOWER BASE GROUND BUSBAR SHALL BE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS, NEAR THE AREA OF THE TOWER WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE TOWER TO THE EQUIPMENT/ICE BRIDGE. 25. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUND RING IS INSTALLED SO THAT IT CAN BE INSPECTED PRIOR TO BACKFILL LEGEND PROPOSED GROUND WIRE COPPER CLAD GROUND ROD COPPER CLAD GROUND ROD WITH INSPECTION WELL CADWELD CONNECTION EXOTHERMIC WELD CONNECTION COMPRESSION FITTING CONNECTION GROUND BAR GROUNDING PLAN 11" X 17": 1" = 10' 22" X 34": 1" = 5' 0 10 20 5 2.5 5 15 GROUNDING PLAN NOTES: PROPOSED GATE GROUNDING (TYP.) (SEE DETAIL, SHEET G-1) PROPOSED FENCE POST GROUNDING (TYP.) (SEE DETAIL, SHEET G-1) PROPOSED 5/8" X 10' LONG COPPER CLAD GROUND ROD (TYP.) (SEE DETAIL, SHEET G-1) SPACED MAXIMUM OF 20' APART AND NO CLOSER THAN 10' APART PROPOSED GROUND BAR AT TOP OF TOWER PROPOSED TOWER GROUND RING, #2 AWG BARE, TINNED SOLID COPPER WIRE APPROX. LENGTH 40', MIN. 36" BELOW GRADE PROPOSED GROUND ROD WITH INSPECTION WELL (TYP.) (SEE DETAIL, SHEET G-1) PROPOSED GROUND BAR AT TOWER BASE PROPOSED BOND FROM PROPOSED EQUIPMENT PAD GROUND RING TO PROPOSED TOWER RING (TYP. 2 PLACES) PROPOSED EQUIPMENT BOND TO PROPOSED GROUND RING (TYP.) PROPOSED EQUIPMENT PAD GROUND RING, #2 AWG BARE, TINNED SOLID COPPER WIRE PROPOSED #2 AWG BARE, TINNED SOLID COPPER WIRE IN 3/4" PVC FLEX CONDUIT. MINIMUM 3, EQUALLY SPACED (SEE DETAIL, SHEET G-3) PROPOSED FENCE GROUNDING #2 AWG BARE, TINNED SOLID COPPER WIRE 36" BELOW GRADE, CONNECT TO THE PROPOSED TOWER GROUNDING 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 UTILITY RACK GROUNDING DIAGRAM PERIMETER GROUND RING EXOTHERMIC WELD (TYP) EXOTHERMIC WELD (TYP) 1 2 #2 AWG BARE SOLID TINNED COPPER CONDUCTOR FROM H-FRAME TO GROUND RING (TYP) 1 GROUND ROD AND TEST WELL (TYP) 2 3 #2 AWG BARE SOLID TINNED COPPER CONDUCTOR FROM ALL METAL CABINETS ON BACKBOARD TO GROUND RING (TYP)....GROUND RING CONNECTION EXOTHERMIC, METAL CABINET CONNECTION MECHANICAL 3 3 1 4 4 BOND #6 AWG INSULATED CONDUCTOR FROM METER PANEL AND DISCONNECT TO SEPARATE GROUND NOTES: 1. EXACT LAYOUT AND COMPONENTS OF UTILITY RACK GROUNDING MAY CHANGE BASED ON OWNER/TENANT REQUIREMENTS. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO BID REGARDING POTENTIAL MODIFICATIONS. FIBER HANDHOLE/TELCO PEDESTAL GROUNDING AT TOWER BASE GROUND BUSBAR AT TOWER BASE EXOTHERMIC CONNECTION (TYP) TOP OF FOUNDATION 3/4" PVC FLEX CONDUIT (TO EXTEND A MIN. OF 12" BELOW GRADE) (TYP. OF 2) GRADE 30" MIN OR 6" BELOW FROST LINE #2 AWG BARE SOLID TINNED COPPER WIRE (TYP OF 2) GROUND RING WEATHERPROOF ABOVE AND BELOW GRADE TERMINUS OF FLEX CONDUIT (TYP OF 2) EXOTHERMIC CONNECTION (TYP) ANTENNA AND CABLE GROUND DETAIL MONOPALM TOWER PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL GROUNDING DETAILS G-3 PROPOSED RRU PROPOSED ANTENNA RRU GROUND KIT #6 AWG GREEN INSULATED STRANDED CU WIRE CONNECTION TO GROUND BAR PROPOSED SECTOR GROUND BAR PROPOSED JUMPER (TYP.) HYBRID CABLE TO CABINET HYBRID CABLE GROUNDING KIT PREPARED BY: D BY: 10/14/22 MICHAEL LLOYD LASSITER, P.E. USVI LICENSE NO. #0-26018-1B PREPARED FOR: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF THE DELTA OAKS GROUP, PLLC IS PROHIBITED. SITE NAME: SITE ADDRESS: SITE ID: SHEET TITLE SHEET NUMBER VI020 73 CLAIRMONT CHRISTIANSTED, USVI 00820 DRAWN BY: CHECKED BY: PROJECT NO: JL BJW AES22-12323 DATE DESCRIPTION REV ISSUED BY CLAIRMONT 05/12/22 PRELIMINARY A JL CARRIER: 6/17/22 PRELIMINARY B JL 7/06/22 FOR CONSTRUCTION 0 JL 10/14/22 CLIENT COMMENT 1 JL 11/11/22 CLIENT COMMENT 2 JL 11/21/22 CLIENT COMMENT 3 JL GENERAL NOTES GN-1 GENERAL NOTES 1. THE SCOPE OF WORK DEPICTED IN THIS PLANSET MUST BE COMPLETED UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE SUBSTANTIAL EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR IS CONFIRMING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY TO COMPLETE THE WORK, THAT HE IS KNOWLEDGEABLE OF THE SCOPE OF WORK TO BE PERFORMED AND THAT HE IS LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST VERSION OF THE LOCAL AND NATIONAL BUILDING CODE, WHICHEVER IS MORE STRINGENT. 3. SHOP DRAWINGS AND/OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS REGARDING ANY HARDWARE, INFRASTRUCTURE, OR MATERIALS SPECIFIED HEREIN SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING INFORMATION CONTAINED HEREIN. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS NOT PROVIDED BY OWNER. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS AS ISSUED AND ANY AND ALL APPLICABLE STATE, COUNTY, AND LOCAL CODES. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY, DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS ARE AS INDICATED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL ESTABLISH THE LOCATION OF UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND OWNER'S ENGINEER FOR RESOLUTION AND/OR MODIFICATION PRIOR TO COMMENCEMENT OF THE WORK. 6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, AND/OR ANY OTHER REQUIREMENTS WHICH MUST BE MET TO FULFILL THE SCOPE OF WORK AS REPRESENTED IN THIS PLAN SET, OBTAIN A CERTIFICATE OF OCCUPANCY, OR OTHERWISE ALLOW FOR THE FULL INTENDED USE OF THE PROPOSED FACILITY 8. THESE PLANS/DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR ENGINEER SHALL NOT INCLUDE INSPECTION OF THE CONSTRUCTION PROCEDURES AND DOES NOT ALLEVIATE CONTRACTOR FROM THE FOREGOING. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE AND IMPLEMENT BOTH THE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ALL SURROUNDING INFRASTRUCTURE, WORKSPACE, EMPLOYEES, AND PUBLIC DURING ERECTION AND/OR MODIFICATIONS. THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRACING, GUYS, TIE DOWNS, OR OTHER SUPPORTS THAT MAY BE NECESSARY DURING CONSTRUCTION. 10. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTION MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. 11. IF DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEVIATION AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW. NO DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER AND/OR ENGINEER 12. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS 13. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS (INCLUDING THE GENERAL PUBLIC) AND PROPERTY (INCLUDING ADJOINING PROPERTIES). THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. EXISTING INFRASTRUCTURE GENERAL NOTES (CONT.) 13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK ASSOCIATED WITH THIS PROJECT COMPLIES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES AND OTHER REGULATIONS GOVERNING THE WORK. 14. ACCESS TO THE PROPOSED SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR THE OWNER'S REPRESENTATIVE REGARDING ALL CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL ACCESS. UTILITIES GRADING (CONT.) GRADING EROSION AND SEDIMENT CONTROL INFRA TOWERS REQUIREMENTS 1. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC. SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE IS SUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250. 2. CONDUCTOR OVERCURRENT PROTECTION DEVICES ARE SELECTED IN ACCORDANCE WITH NEC ARTICLE 240-3. 3. CONDUCTOR SIZING IS SELECTED FROM NEC ARTICLE 310-16 4. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FOR MULTI-BARREL CONNECTIONS 5. ALL CONDUCTORS SHALL BE INSULATED THHN WIRE PANEL SCHEDULE 1. SCARIFY COMPACTED AREAS AND REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. FILL ANY EXISTING RILLS AND GULLIES 2. IMMEDIATELY PRIOR TO SPREADING TOPSOIL, CORRECT PH OF THE SUBSOIL WITH LIME PER RECOMMENDATION OF SOILS TEST OR AT A RATE SUITABLE TO THE SITE CONDITIONS. LOOSEN THE SUBGRADE OF THE SITE TO RECEIVE THE TOPSOIL BY DISKING OR SCARIFYING TO A DEPTH OF AT LEAST 2-INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL. 3. UNIFORMLY SPREAD TOPSOIL 3-INCHES DEEP IN AREAS AS REQUIRED 4. APPLY LIME AND/OR FERTILIZER AS NECESSARY AND TILL SOIL UNTIL A WELL-MIXED, PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED. THE PREPARED SEEDBED SHOULD BE 4 TO 6 INCHES DEEP. 5. SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING 6. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH 7. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 70% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES SEEDBED PREPARATION 1. EXISTING TOPOGRAPHIC, UTILITY, PLANIMETRIC, AND BOUNDARY INFORMATION IS TAKEN FROM A DRAWING ENTITLED “CLAIRMONT” AND DATED MARCH 26, 2022 BY THE GREEN PIECE ENGINEERING + ENVIRONMENT, LLC. 5001-12 CHANDLER'S WHARF, CHRISTIANSTED, USVI 00820; (340) 778-7474 2. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN THE AREA OF ANY PROPOSED CONSTRUCTION OR PROPOSED DISTURBANCE DUE TO CONSTRUCTION. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES AND IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS OR IF THERE APPEARS TO BE A CONFLICT BETWEEN EXISTING AND PROPOSED UTILITY LOCATIONS. 1. THE DENUDED AREA IS APPROXIMATELY 4,192 SQUARE FEET. 2. THE RECEIVING WATER COURSE IS SALT RIVER. 3. THIS SITE IS NOT LOCATED IN A FEMA SPECIAL FLOOD HAZARD AREA PER FIRM #7800000059G WITH EFFECTIVE DATE APRIL 16, 2017. 4. CUT AND FILL SLOPES SHOULD BE STABILIZED WITHIN 15 DAYS DURING ANY PHASE OF GRADING 5. STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES FROM SEDIMENT OR OTHER CONSTRUCTION GENERATED MATERIAL OR A WASH STATION WILL BE REQUIRED 6. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS REGARDING EROSION AND SEDIMENT CONTROL FOR THE AGENCY HAVING JURISDICTION OVER CLEARING AND GRADING PROCEDURES. UTILIZE BEST MANAGEMENT PRACTICES (BMPS) DESCRIBED IN THE GOVERNING AGENCY'S OR APPLICABLE STATE'S CODE IN ORDER TO BOTH PREVENT/MINIMIZE CONCENTRATED FLOWS THROUGH OR ACROSS UNSTABILIZED/DENUDED AREAS AND PREVENT/MINIMIZE SEDIMENT LADEN STORMWATER RUNOFF FROM LEAVING THE CONSTRUCTION SITE. SPECIFIC BMP EXAMPLES INCLUDE SILT FENCE, CONSTRUCTION ENTRANCE(S), PERIMETER DIVERSION SWALES, INLET PROTECTION, AND OTHER APPLICABLE MEASURES. 7. CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES SPECIFIED HEREIN AND ANY ADDITIONAL CONTROLS THAT MAY BECOME NECESSARY IN ORDER TO ENSURE THE PROTECTION OF ADJACENT PROPERTIES AND WATERWAYS. ALL TEMPORARY DEVICES SHALL BE APPROPRIATELY MAINTAINED UNTIL ALL EARTH DISTURBING ACTIVITIES HAVE CEASED AND THE PROJECT IS STABILIZED AND APPROVED. 8. EROSION CONTROL MEASURES SHALL BE CHECKED DAILY AND IMMEDIATELY FOLLOWING ANY RAINFALL EVENTS. ANY NOTED DEFICIENCIES WILL BE CORRECTED IMMEDIATELY (NO LATER THAN THE END OF EACH DAY). IMMEDIATELY UPON THE DISCOVERY OF UNFORESEEN CIRCUMSTANCES THAT POSE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION. 9. ALL DENUDED CUT/FILL SLOPES STEEPER THAN OR EQUAL TO 3:1 SHALL BE PROTECTED WITH NORTH AMERICAN GREEN SC125 OR EQUIVALENT UNLESS ALTERNATIVE SLOPE PROTECTION MEASURES ARE APPROVED 10. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES 1. CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING THE REQUIREMENTS AND LIMITS OF CLEARANCE FOR OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING ACTIVITY WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT 3. UNLESS OTHERWISE SPECIFIED HEREIN, MINIMUM COVER FOR CONDUITS SHALL BE 36-INCHES 5. THE CONTRACTOR SHALL REWORK ALL MATERIALS NOT SUITABLE FOR USE IN THEIR PRESENT STATE DUE TO MOISTURE CONTENT VARIATION. IF THE MATERIAL REMAINS UNSUITABLE AFTER INITIAL REWORKING, THE CONTRACTOR SHALL REMOVE AND REPLACE WITH NEW MATERIAL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. 6. IN THE ABSENCE OF A GEOTECHNICAL REPORT A GEOTECHNICAL ENGINEER SHOULD BE RETAINED TO PROVIDE SITE SPECIFIC RECOMMENDATIONS/OVERSIGHT. 7. DELTA OAKS GROUP MAKES NO CLAIMS TO THE SUITABILITY OF ANY ON-SITE MATERIALS FOR USE AS FILL TO SUPPORT ANY PROPOSED INFRASTRUCTURE. 8. SPOT ELEVATIONS REPRESENT FINISHED GRADE UNLESS OTHERWISE NOTED. 9. ALL TEMPORARY AND FINISHED GRADES MUST MAINTAIN ADEQAUTE SURFACE DRAINAGE SO THAT RUN-OFF IS DIRECTED TO DEDICATED OFF-SITE AREAS OR TO ON-SITE COLLECTION POINTS SUCH AS SWALES, CATCH BASINS, DROP INLETS, CULVERTS, STORMWATER BMP'S, ETC. TO PREVENT SURFACE PONDING, STANDING WATER, OR EXTENDED PERIODS OF SOIL SATURATION. 1. CONTRACTOR IS TO CONTACT USVI 811, INC. FOR UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY GROUND DISTURBANCE. 2. ALL CONSTRUCTION AREAS ARE TO BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL, ORGANICS AND UNSUITABLE MATERIALS PRIOR TO GRADING AND IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. 3. EXCAVATIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE AND COMPLIANCE WITH OSHA 29 CFR PART 1926, EXCAVATION TRENCH SAFETY STANDARDS AS WELL AS LOCAL, STATE AND FEDERAL REGULATIONS. 4. ALL FILL PLACEMENT INCLUDING SUITABILITY OF FILL MATERIALS AND COMPACTION OF MATERIALS SHOULD BE CONDUCTED IN ACCORDANCE WITH THE RECOMMENDATONS SET FORTH IN THE GEOTECHNICAL REPORT. IN THE ABSENCE OF FILL SPECIFICATIONS, THE FOLLOWING MINIMUM REQUIREMENTS SHOULD BE ADHERED TO: 4.1. FILL LIFT THICKNESS SHOULD NOT EXCEED 8 INCHES LOOSE. 4.2. FILL MATERIALS SHOULD NOT BE PLACED ON SATURATED OR FROZEN SURFACES 4.3. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER OJECTIONABLE MATERIALS THAT WOULD PREVENT THE CONSTRUCTION AND/OR COMPACTION OF SATISFACTORY FILLS. THIS INCLUDES SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 4.4. ALL FILLS SHOULD BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. ALL FILL AREAS WITHIN BUILDINGS OR OTHER STRUCTURES, TRAVEL/ACCESS ROUTES, PARKING AREAS AND EXTENDING 5-FT (MINIMUM) OUTSIDE OF THOSE AREAS' FOOTPRINT, SHOULD BE COMPACTED TO +/- 95% OF MAXIMUM DRY DENSITY OF THE MATEIRAL AS OBATINED BY THE STANDARD PROCTOR METHOD. * DELTA OAKS GROUP MAKES NO CLAIM TO THE VALIDITY OF THESE RECOMMENDATIONS TO THE SITE'S SPECIFIC GEOTECHNICAL CONDITIONS AND STRONGLY RECOMMENDS A SITE-SPECIFIC GEOTECHNICAL INVESTIGATION BE PERFORMED. ANY AND ALL FILL RECOMMENDATIONS PRESENTED IN SUCH A REPORT WILL TAKE PRECEDENCE OVER THE INFORMATION PRESENTED HEREIN. 1. UPON ISSUANCE OF BID AWARD, CONTRACTOR WILL BE REQUIRED TO PROVIDE PROOF OF LICENSE TO PERFORM WORK IN APPLICABLE JURISDICTION 2. CONTRACTOR WILL PROVIDE A CONSTRUCTION SCHEDULE PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCHEDULE SHALL BE UPDATED IMMEDIATELY AND SUBMITTED TO OWNER IN EVENT OF DELAYS OR REQUIRED TIME EXTENSTIONS. ALL DELAYS AND/OR TIME EXTENSIONS WILL BE ACCOMPANIED BY EXPLANATIONS FOR EACH OCCURRENCE. 3. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH PHOTOGRAPHS OF MAJOR CONSTRUCTION MILESTONES AS THEY OCCUR. 4. CONTRACTOR OR CONTRACTOR'S REPRESENTATIVE SHALL BE PREPARED TO ATTEND WEEKLY CONFERENCE CALLS WHERE SPECIFIC DETAILS, INCLUDING PROGRESS REPORTS, UNFORESEEN SITE CONDITIONS, SCHEDULE CHANGES, SAFETY CONCERNS, ETC. REGARDING THE SITE WILL BE DISCUSSED. 5. CONTRACTOR WILL UTILIZE, ADHERE TO, AND SUBMIT (AS REQUIRED) ALL OWNER PROVIDED DOCUMENTATION. 6. CONTRACTOR IS RESPONSIBLE FOR CONDUCTION OF ALL CONCRETE COMPRESSIVE STRENGTH TESTING (INCLUDING THE SUBMITTAL OF FINAL TESTING RESULTS AND CLOSE-OUT BOOK) 7. CONTRACTOR IS RESPONSIBLE FOR ALL GRADING AND FILL COMPACTION TESTING REQUIRED AS SET FORTH IN THE GEOTECHNICAL REPORT PROVIDED BY OWNER. 8. CONTRACTOR IS RESPONSIBLE FOR GROUND MEG TESTING. 9. CONTRACTOR SHALL ASSIST IN COORDINATING AND OBTAINING PRIMARY POWER TO THE SITE PRIOR TO TOWER ERECTION. CONTRACTOR SHALL ALSO ASSIST IN COORDINATING AND OBTAINING TELCO/FIBER SERVICE PRIOR TO PROJECT COMPLETION (ON SITE VISITS WITH UTILITY COMPANY REPRESENTATIVES AS NECESSARY). 10. CONTRACTOR SHOULD BE PREPARED FOR RANDOM SAFETY INSPECTIONS AT ALL TIMES. 11. CONTRACTOR IS EXPECTED TO MAINTAIN PROPER WORKING CONDITIONS AND PROCEDURES PER OSHA STANDARDS AT ALL TIMES. 12. CONTRACTOR WILL BE REQUIRED TO OBTAIN ALL NECESSARY CONSTRUCTION AND/OR CLOSE-OUT RELATED PERMITS, INCLUDING ELECTRICAL PERMITS AND INSPECTIONS, CERTIFICATES OF OCCUPANCY, ETC. AS REQUIRED BY JURISDICTION. 13. CONTRACTOR IS EXPECTED TO CLOSE-OUT THE JOB SITE AS QUICKLY AS POSSIBLE (OBTAINING A CERTIFICATE OF OCCUPANCY AND GETTING OWNER'S SIGN-OFF ON THE SITE). 14. CONTRACTOR WILL PROVIDE A COMPLETED TOWER HEIGHT VERIFICATION FORM AND TAPE DROP WITHIN 24 HOURS OF REACHING OVERALL HEIGHT.