PAF 198127 Spec Section 4 of 5-a.pdf
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- Solicitation number
- N62742-22-R-1322
About this file
This document outlines a federal contract opportunity for construction services. The Naval Facilities Engineering Command is soliciting proposals for project N62742-22-R-1322 to provide infrastructure and utilities support for a system of research antennas. Services required include electrical, water, wastewater and site development such as access roads, parking, fencing and foundations. The construction is considered semi-permanent and must comply with DoD facility standards. The contract value is estimated between $100-$250 million and will have a period of performance of 1,106 calendar days. Proposals from all qualified firms for both price and technical factors are due by the response date of the unrestricted solicitation.
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Table A1‐1: Existing Drainage Condition (1‐Year)
Watershed Atotal [m 2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [m
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
3] Vr [m 3]
E1 81427 8.14 20.11 0.0314 0 0.00% 100.00% 98 77 77 2.99 0.60 5.5 3.05 77 200 20.00% 7.22 0.1 0.11 149 1 14.26 0.404 5.1039 222327 6328
E2 47477 4.75 11.72 0.0183 384 0.81% 99.19% 98 82 82 2.18 0.44 5.5 3.54 90 400 10.00% 5.10 0.1 0.08 149 1 9.67 0.274 3.4607 150749 4291
E3 60606 6.06 14.96 0.0234 168 0.28% 99.72% 98 82 82 2.19 0.44 5.5 3.53 90 400 1.50% 1.98 0.1 0.08 160 1 13.22 0.374 4.4071 191975 5464
TOTAL 189510 18.95 46.79 0.0731 552 0.29% 37.15 1.052 12.97 565051 16082
Table A1‐2: Existing Drainage Condition (10‐Year)
Watershed Atotal [m ] Atotal [ha] Atotal [ac] Atotal [mi
] Aimpervious [ft
] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [ft]
Slope
[ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
] Vr [m
E1 81427 8.14 20.11 0.0314 0 0.00% 100.00% 98 77 77 2.99 0.60 9.6 6.76 172 200 20.00% 7.22 0.1 0.06 149 1 31.64 0.896 11.3250 493316 14041
E2 47477 4.75 11.72 0.0183 384 0.81% 99.19% 98 82 82 2.18 0.44 9.6 7.41 188 400 10.00% 5.10 0.1 0.05 149 1 20.21 0.572 7.2348 315150 8970
E3 60606 6.06 14.96 0.0234 168 0.28% 99.72% 98 82 82 2.19 0.44 9.6 7.40 188 400 1.50% 1.98 0.1 0.05 160 1 27.67 0.783 9.2221 401715 11433
TOTAL 189510 18.95 46.79 0.0731 552 0.29% 79.52 2.252 27.78 1210180 34444
Table A1‐2: Existing Drainage Condition (25‐Year)
Watershed Atotal [m 2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [ft
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [ft]
Slope
[ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
3] Vr [m 3]
E1 81427 8.14 20.11 0.0314 0 0.00% 100.00% 98 77 77 2.99 0.60 11.5 8.56 217 200 20.00% 7.22 0.1 0.05 149 1 40.06 1.134 14.3376 624546 17776
E2 47477 4.75 11.72 0.0183 384 0.81% 99.19% 98 82 82 2.18 0.44 11.5 9.25 235 400 10.00% 5.10 0.1 0.04 149 1 25.24 0.715 9.0323 393447 11198
E3 60606 6.06 14.96 0.0234 168 0.28% 99.72% 98 82 82 2.19 0.44 11.5 9.24 235 400 1.50% 1.98 0.1 0.04 160 1 34.55 0.978 11.5159 501631 14277
TOTAL 189510 18.95 46.79 0.0731 552 0.29% 99.84 2.827 34.89 1519624 43251
PAF 198127 TACMOR Utilities and Infrastructure Support Stormwater Protection Report Republic of Palau July 2021
Page A‐2
Transmit Site Proposed Condition Calculations
Table A2-1: Proposed Drainage Condition (1-Year)
2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [m
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [m] Slope [m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu
[csm/in] Fp qp [cfs] qp [cms] Vr [ac-ft] Vr [ft 3] Vr [m
3] P1a 36395 3.64 8.99 0.0140 0 0.00% 100.00% 98 77 77 2.99 0.60 5.5 3.05 77 200 20.00% 7.22 0.1 0.11 150 1 6.42 0.182 2.2812 99371 2814 P1b 4254 0.43 1.05 0.0016 820 19.27% 80.73% 98 77 81 2.34 0.47 5.5 3.44 87 100 2.50% 2.55 0.1 0.09 158 1 0.89 0.025 0.3007 13100 371 P1c 7865 0.79 1.94 0.0030 1147 14.58% 85.42% 98 77 80 2.49 0.50 5.5 3.34 85 150 2.50% 2.55 0.1 0.09 156 1 1.58 0.045 0.5404 23538 667 P1d 31410 3.14 7.76 0.0121 0 0.00% 100.00% 98 77 77 2.99 0.60 5.5 3.05 77 100 35.00% 9.55 0.1 0.11 160 1 5.91 0.167 1.9688 85760 2428 P1e 14534 1.45 3.59 0.0056 3853 26.51% 73.49% 98 77 83 2.11 0.42 5.5 3.59 91 170 2.50% 2.55 0.1 0.08 162 1 3.26 0.092 1.0725 46716 1323 P1f 7246 0.72 1.79 0.0028 1033 14.26% 85.74% 98 77 80 2.50 0.50 5.5 3.33 85 130 2.50% 2.55 0.1 0.09 162 1 1.51 0.043 0.4969 21643 613 P1g 3863 0.39 0.95 0.0015 25 0.65% 99.35% 98 77 77 2.96 0.59 5.5 3.06 78 140 1.50% 1.98 0.1 0.11 160 1 0.73 0.021 0.2431 10590 300 P1h 1403 0.14 0.35 0.0005 0 0.00% 100.00% 98 77 77 2.99 0.60 6.5 3.92 100 10 50.00% 11.41 0.1 0.09 160 1 0.34 0.010 0.1131 4927 140 P2 10236 1.02 2.53 0.0039 0 0.00% 100.00% 98 82 82 2.20 0.44 5.5 3.53 90 100 15.00% 6.25 0.1 0.08 150 1 2.09 0.059 0.7434 32383 917
P3a 37004 3.70 9.14 0.0143 0 0.00% 100.00% 98 79 79 2.66 0.53 5.5 3.24 82 200 15.00% 6.25 0.1 0.10 160 1 7.39 0.209 2.4643 107343 3040 P3b 2074 0.21 0.51 0.0008 2037 98.17% 1.83% 98 79 98 0.24 0.05 5.5 5.22 133 75 0.50% 1.14 0.1 0.01 162 1 0.68 0.019 0.2229 9708 275 P3c 5496 0.55 1.36 0.0021 1907 34.69% 65.31% 98 79 86 1.68 0.34 5.5 3.89 99 65 2.00% 2.28 0.1 0.06 162 1 1.34 0.038 0.4403 19179 543 P3d 5726 0.57 1.41 0.0022 4853 84.75% 15.25% 98 79 95 0.52 0.10 5.5 4.93 125 100 1.00% 1.61 0.1 0.02 162 1 1.76 0.050 0.5804 25284 716 P3e 6080 0.61 1.50 0.0023 611 10.05% 89.95% 98 79 81 2.36 0.47 5.5 3.42 87 60 0.50% 1.14 0.1 0.09 162 1 1.30 0.037 0.4281 18648 528 P3f 1319 0.13 0.33 0.0005 484 36.72% 63.28% 98 79 86 1.63 0.33 5.5 3.93 100 40 30.00% 8.84 0.1 0.06 162 1 0.32 0.009 0.1068 4651 132 P3g 3530 0.35 0.87 0.0014 0 0.00% 100.00% 98 79 79 2.66 0.53 5.5 3.24 82 75 1.00% 1.61 0.1 0.10 160 1 0.71 0.020 0.2351 10241 290 P3h 1386 0.14 0.34 0.0005 0 0.00% 100.00% 98 79 79 2.66 0.53 5.5 3.24 82 25 33.00% 9.27 0.1 0.10 160 1 0.28 0.008 0.0923 4021 114 P3i 2584 0.26 0.64 0.0010 0 0.00% 100.00% 98 79 79 2.66 0.53 5.5 3.24 82 40 33.00% 9.27 0.1 0.10 160 1 0.52 0.015 0.1721 7495 212 P3j 7105 0.71 1.75 0.0027 0 0.00% 100.00% 98 79 79 2.66 0.53 5.5 3.24 82 70 17.00% 6.65 0.1 0.10 160 1 1.42 0.040 0.4732 20611 584
TOTAL 189510 18.95 46.79 0.0731 16769 8.85% 38.44 1.088 12.98 565211 16005
Table A2-2: Proposed Drainage Condition (10-Year)
Watershed Atotal [ft 2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [ft
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [ft] Slope [ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu
[csm/in] Fp qp [cfs] qp [cms] Vr [ac-ft] Vr [ft 3] Vr [m
3] P1a 36395 3.64 8.99 0.0140 0 0.00% 100.00% 98 77 77 2.99 0.60 9.6 6.76 172 200 20.00% 7.22 0.1 0.06 162 1 15.38 0.435 5.0618 220492 6244 P1b 4254 0.43 1.05 0.0016 820 19.27% 80.73% 98 77 81 2.34 0.47 9.6 7.27 185 100 2.50% 2.55 0.1 0.05 162 1 1.93 0.055 0.6364 27722 785 P1c 7865 0.79 1.94 0.0030 1147 14.58% 85.42% 98 77 80 2.49 0.50 9.6 7.15 182 150 2.50% 2.55 0.1 0.05 162 1 3.51 0.099 1.1564 50374 1426 P1d 31410 3.14 7.76 0.0121 0 0.00% 100.00% 98 77 77 2.99 0.60 9.6 6.76 172 100 35.00% 9.55 0.1 0.06 162 1 13.27 0.376 4.3685 190291 5388 P1e 14534 1.45 3.59 0.0056 3853 26.51% 73.49% 98 77 83 2.11 0.42 9.6 7.46 190 170 2.50% 2.55 0.1 0.04 162 1 6.78 0.192 2.2311 97189 2752 P1f 7246 0.72 1.79 0.0028 1033 14.26% 85.74% 98 77 80 2.50 0.50 9.6 7.14 181 130 2.50% 2.55 0.1 0.05 162 1 3.23 0.092 1.0641 46354 1313 P1g 3863 0.39 0.95 0.0015 25 0.65% 99.35% 98 77 77 2.96 0.59 9.6 6.78 172 140 1.50% 1.98 0.1 0.06 162 1 1.64 0.046 0.5386 23460 664 P1h 1403 0.14 0.35 0.0005 0 0.00% 100.00% 98 77 77 2.99 0.60 6.5 3.92 100 10 50.00% 11.41 0.1 0.09 160 1 0.34 0.010 0.1131 4927 140 P2 10236 1.02 2.53 0.0039 0 0.00% 100.00% 98 82 82 2.20 0.44 9.6 7.39 188 100 15.00% 6.25 0.1 0.05 162 1 4.73 0.134 1.5564 67797 1920
P3a 37004 3.70 9.14 0.0143 0 0.00% 100.00% 98 79 79 2.66 0.53 9.6 7.01 178 200 15.00% 6.25 0.1 0.06 162 1 16.22 0.459 5.3392 232575 6586 P3b 2074 0.21 0.51 0.0008 2037 98.17% 1.83% 98 79 98 0.24 0.05 9.6 9.32 237 75 0.50% 1.14 0.1 0.01 162 1 1.21 0.034 0.3977 17323 491 P3c 5496 0.55 1.36 0.0021 1907 34.69% 65.31% 98 79 86 1.68 0.34 9.6 7.84 199 65 2.00% 2.28 0.1 0.04 162 1 2.69 0.076 0.8864 38611 1093 P3d 5726 0.57 1.41 0.0022 4853 84.75% 15.25% 98 79 95 0.52 0.10 9.6 9.01 229 100 1.00% 1.61 0.1 0.01 162 1 3.22 0.091 1.0613 46231 1309 P3e 6080 0.61 1.50 0.0023 611 10.05% 89.95% 98 79 81 2.36 0.47 9.6 7.25 184 60 0.50% 1.14 0.1 0.05 162 1 2.76 0.078 0.9073 39523 1119 P3f 1319 0.13 0.33 0.0005 484 36.72% 63.28% 98 79 86 1.63 0.33 9.6 7.89 200 40 30.00% 8.84 0.1 0.03 162 1 0.65 0.018 0.2141 9325 264 P3g 3530 0.35 0.87 0.0014 0 0.00% 100.00% 98 79 79 2.66 0.53 9.6 7.01 178 75 1.00% 1.61 0.1 0.06 162 1 1.55 0.044 0.5094 22189 628 P3h 1386 0.14 0.34 0.0005 0 0.00% 100.00% 98 79 79 2.66 0.53 9.6 7.01 178 25 33.00% 9.27 0.1 0.06 162 1 0.61 0.017 0.2000 8711 247 P3i 2584 0.26 0.64 0.0010 0 0.00% 100.00% 98 79 79 2.66 0.53 9.6 7.01 178 40 33.00% 9.27 0.1 0.06 162 1 1.13 0.032 0.3728 16240 460 P3j 7105 0.71 1.75 0.0027 0 0.00% 100.00% 98 79 79 2.66 0.53 9.6 7.01 178 70 17.00% 6.65 0.1 0.06 162 1 3.11 0.088 1.0252 44658 1265
TOTAL 189510 18.95 46.79 0.0731 16769 8.85% 83.96 2.377 27.64 1203991 34093
Table A2-3: Proposed Drainage Condition (25-Year)
Watershed Atotal [m 2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [m
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] Q[mm] L [ft] Slope [ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu
[csm/in] Fp qp [cfs] qp [cms] Vr [ac-ft] Vr [ft 3] Vr [m
3] P1a 36395 3.64 8.99 0.0140 0 0.00% 100.00% 98 77 77 2.99 0.60 11.5 8.56 217 200 20.00% 7.22 0.1 0.05 162 1 19.47 0.551 6.4083 279146 7904 P1b 4254 0.43 1.05 0.0016 820 19.27% 80.73% 98 77 81 2.34 0.47 11.5 9.10 231 100 2.50% 2.55 0.1 0.04 162 1 2.42 0.069 0.7968 34708 983 P1c 7865 0.79 1.94 0.0030 1147 14.58% 85.42% 98 77 80 2.49 0.50 11.5 8.97 228 150 2.50% 2.55 0.1 0.04 162 1 4.41 0.125 1.4517 63235 1791 P1d 31410 3.14 7.76 0.0121 0 0.00% 100.00% 98 77 77 2.99 0.60 11.5 8.56 217 100 35.00% 9.55 0.1 0.05 162 1 16.80 0.476 5.5306 240912 6822 P1e 14534 1.45 3.59 0.0056 3853 26.51% 73.49% 98 77 83 2.11 0.42 11.5 9.30 236 170 2.50% 2.55 0.1 0.04 162 1 8.45 0.239 2.7823 121197 3432 P1f 7246 0.72 1.79 0.0028 1033 14.26% 85.74% 98 77 80 2.50 0.50 11.5 8.96 228 130 2.50% 2.55 0.1 0.04 162 1 4.06 0.115 1.3361 58199 1648 P1g 3863 0.39 0.95 0.0015 25 0.65% 99.35% 98 77 77 2.96 0.59 11.5 8.58 218 140 1.50% 1.98 0.1 0.05 162 1 2.07 0.059 0.6816 29690 841 P1h 1403 0.14 0.35 0.0005 0 0.00% 100.00% 98 77 77 2.99 0.60 6.5 3.92 100 10 50.00% 11.41 0.1 0.09 160 1 0.34 0.010 0.1131 4927 140 P2 10236 1.02 2.53 0.0039 0 0.00% 100.00% 98 82 82 2.20 0.44 11.5 9.23 234 100 15.00% 6.25 0.1 0.04 162 1 5.90 0.167 1.9437 84669 2398
P3a 37004 3.70 9.14 0.0143 0 0.00% 100.00% 98 79 79 2.66 0.53 11.5 8.83 224 200 15.00% 6.25 0.1 0.05 162 1 20.42 0.578 6.7218 292802 8291 P3b 2074 0.21 0.51 0.0008 2037 98.17% 1.83% 98 79 98 0.24 0.05 11.5 11.22 285 75 0.50% 1.14 0.1 0.00 162 1 1.45 0.041 0.4787 20854 591 P3c 5496 0.55 1.36 0.0021 1907 34.69% 65.31% 98 79 86 1.68 0.34 11.5 9.70 246 65 2.00% 2.28 0.1 0.03 162 1 3.33 0.094 1.0969 47781 1353 P3d 5726 0.57 1.41 0.0022 4853 84.75% 15.25% 98 79 95 0.52 0.10 11.5 10.90 277 100 1.00% 1.61 0.1 0.01 162 1 3.90 0.111 1.2847 55960 1585 P3e 6080 0.61 1.50 0.0023 611 10.05% 89.95% 98 79 81 2.36 0.47 11.5 9.08 231 60 0.50% 1.14 0.1 0.04 162 1 3.45 0.098 1.1364 49501 1402 P3f 1319 0.13 0.33 0.0005 484 36.72% 63.28% 98 79 86 1.63 0.33 11.5 9.75 248 40 30.00% 8.84 0.1 0.03 162 1 0.80 0.023 0.2647 11529 326 P3g 3530 0.35 0.87 0.0014 0 0.00% 100.00% 98 79 79 2.66 0.53 11.5 8.83 224 75 1.00% 1.61 0.1 0.05 162 1 1.95 0.055 0.6413 27935 791 P3h 1386 0.14 0.34 0.0005 0 0.00% 100.00% 98 79 79 2.66 0.53 11.5 8.83 224 25 33.00% 9.27 0.1 0.05 162 1 0.76 0.022 0.2518 10967 311 P3i 2584 0.26 0.64 0.0010 0 0.00% 100.00% 98 79 79 2.66 0.53 11.5 8.83 224 40 33.00% 9.27 0.1 0.05 162 1 1.43 0.040 0.4694 20445 579 P3j 7105 0.71 1.75 0.0027 0 0.00% 100.00% 98 79 79 2.66 0.53 11.5 8.83 224 70 17.00% 6.65 0.1 0.05 162 1 3.92 0.111 1.2907 56222 1592
TOTAL 189510 18.95 46.79 0.0731 16769 8.85% 105.34 2.983 34.68 1510679 42777
Page A‐3
Transmit Site Pipe Hydraulics Calculations
Table A3-1: HYDRAULIC CALCULATIONS PAF 198127 TACMOR Utilities and Infrastructure Support
PROJECT TACMOR TX 10YR 24HR DATE: 06/14/2021
Job No. 10338-03 HYDRAULIC CALCULATIONS - PROPOSED CONDITIONS COMPUTED BY: DL
CHECKED BY:
Size Length Hydraulic Grade Finished Q of of Lower Upper Manhole Losses Ent. Elevation Grade bend
Inlet Accum. dn Vf Pipe Seg. Sf S Invert Invert Hf A B C D Cont. Down Up Elevation Remarks deg theta Ap Pp R V Qp n Crown angle Qp-Q H/D cfs ft ft/s in ft % % ft ft ft ft ft ft (rad)
DRAINLINE A
HEADWALL-A1 137.18 137.18 138.18 140.18 Full; 2.00'FB
1.13 0.38 0.36 24 107.64 0.01% 1.09% 0.01 138.74 128 2.23381 0.42269 1.8156 0.232814 2.67 1.13 0.022 0.000 GDI-A1 138.36 138.36 0.00 0.00 0.00 0.00 0.00 138.75 143.36 Open; 4.62'FB 140.36 0 0 0
1.13 24
DRAINLINE B
HEADWALL-B1 127.40 127.40 128.40 130.40 Full; 2.01'FB
0.65 0.30 0.21 24 206.70 0.00% 1.06% 0.00 129.89 135 2.35216 0.28945 1.57887 0.183327 2.25 0.65 0.022 0.000 GDI-B1 129.59 129.59 0.00 0.00 0.00 0.00 0.00 129.89 134.60 Open; 4.72'FB 131.59 0 0 0
0.65 24
DRAINLINE C
DL-C OUTLET 133.86 133.86 134.86 139.67 Full; 4.81'FB
2.16 0.41 0.69 24 57.05 0.00% 2.95% 0.00 135.96 126 2.19637 0.47055 1.89044 0.248908 4.59 2.16 0.022 0.000 DL-C INLET 135.55 135.55 0.00 0.01 0.00 0.00 0.00 135.97 140.23 Open; 4.26'FB 137.55 0 0 0
2.16 24
Table A3-2: HYDRAULIC CALCULATIONS PAF 198127 TACMOR Utilities and Infrastructure Support
PROJECT TACMOR TX 25YR 24HR DATE: 06/14/2021
Job No. 10338-03 HYDRAULIC CALCULATIONS - PROPOSED CONDITIONS COMPUTED BY: DL
CHECKED BY:
Size Length Hydraulic Grade Finished Q of of Lower Upper Manhole Losses Ent. Elevation Grade bend
Inlet Accum. dn Vf Pipe Seg. Sf S Invert Invert Hf A B C D Cont. Down Up Elevation Remarks deg theta Ap Pp R V Qp n Crown angle Qp-Q H/D cfs ft ft/s in ft % % ft ft ft ft ft ft (rad)
DRAINLINE A
HEADWALL-A1 137.18 137.18 138.18 140.18 Full; 2.00'FB
1.43 0.43 0.46 24 107.64 0.01% 1.09% 0.01 138.79 125 2.17494 0.49915 1.9333 0.258185 2.86 1.43 0.022 0.000 GDI-A1 138.36 138.36 0.00 0.00 0.00 0.00 0.00 138.80 143.36 Open; 4.57'FB 140.36 0 0 0
1.43 24
DRAINLINE B
HEADWALL-B1 127.40 127.40 128.40 130.40 Full; 2.01'FB
0.80 0.33 0.25 24 206.70 0.00% 1.06% 0.01 129.92 132 2.30895 0.33487 1.66528 0.20109 2.39 0.80 0.022 0.000 GDI-B1 129.59 129.59 0.00 0.00 0.00 0.00 0.00 129.92 134.60 Open; 4.68'FB 131.59 0 0 0
0.80 24
DRAINLINE C
DL-C OUTLET 133.86 133.86 134.86 139.67 Full; 4.81'FB
2.71 0.46 0.86 24 57.05 0.00% 2.95% 0.00 136.01 122 2.13651 0.55257 2.01017 0.27489 4.90 2.71 0.022 0.000 DL-C INLET 135.55 135.55 0.00 0.01 0.00 0.00 0.00 136.03 140.23 Open; 4.20'FB 137.55 0 0 0
2.71 24
Page A‐4
Transmit Site Storage Volume Calculations
Table A4‐1: Drainage Basin and Discharge Summary (1‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 14.26 19.39 0.74 222327 304326 0.14 42606 1206
E2/P2 9.67 2.20 0.80 150749 32383 0.13 4210 119
E3/P3 13.22 15.77 0.84 191975 226175 0.14 31664 897
TOTAL 46815 2222
Table A4‐2: Drainage Basin and Discharge Summary (10‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 31.64 46.33 0.68 493316 664434 0.14 93021 2634
E2/P2 20.21 4.73 0.80 315150 67797 0.13 8814 250
E3/P3 27.67 33.17 0.83 401715 475647 0.13 61834 1751
TOTAL 163668 4635
Table A4‐3: Drainage Basin and Discharge Summary (25‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 40.06 58.44 0.69 624546 837996 0.14 117319 3322
E2/P2 25.24 5.90 0.80 393447 84669 0.13 11007 312
E3/P3 34.55 41.47 0.83 501631 594647 0.13 77304 2189
TOTAL 205631 5823
Page A‐5
Transmit Site Water Quality Volume Calculations
Table A5‐1: Water Quality Volume
Watershed Atotal [ac] %impervious P [in] WQV [ac‐ft] WQV [ft 3] WQV [m
3]
P1 26.41 6.43% 1.5 0.212 9247 262
P2 1.02 0.00% 1.5 0.000 0 0
P3 7.23 13.68% 1.5 0.124 5386 153
TOTAL 46.79 0.336 14633 414
Table A5‐2: Recharge Volume
Watershed Atotal [ac] %impervious P [in] ReV [ac‐ft] ReV [ft 3] ReV [m
3]
P1 26.41 6.43% 1.5 0.212 9247 262
P2 1.02 0.00% 1.5 0.000 0 0
P3 7.23 13.68% 1.5 0.124 5386 153
TOTAL 46.79 0.336 14633 414
Table A5‐3: LID Volume
Watershed Atotal [ac] %impervious P [in] WQV [ac‐ft] WQV [ft 3] WQV [m
3]
P1 26.41 6.43% 2.2 0.311 13562 384
P2 1.02 0.00% 2.2 0.000 0 0
P3 7.23 13.68% 2.2 0.181 7899 224
TOTAL 46.79 0.493 21461 608
Page A‐6
Transmit Site Basin Volume Calculations
Table A6: Basin Volume Summary
Watershed
[ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3]
1 42606 1206 117319 3322 9247 262 9247 262 13562 384 9247 262 10700 303
2 4210 119 11007 312 0 0 0 0 0 0 0 0 0 0
3 31664 897 77304 2189 5386 153 5386 153 7899 224 5386 153 6533 185
Total 46815 1326 205631 5823 14633 414 14633 414 21461 608 14633 414 17234 488
Channel Protection (1‐Year) Overbank Flood Control (25‐Year) Water Quality Volume Recharge Volume Required Volume Provided VolumeLID Volume
Page A‐7
Receive Site Existing Condition Calculations
Table A7‐1: Existing Drainage Condition (1‐Year)
2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [m
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
3] Vr [m 3]
E1 75590 7.56 18.66 0.0292 0 0.00% 100.00% 98 58 58 7.24 1.45 5.5 1.45 400 0.50% 1.14 0.1 0.26 114 1 4.83 0.137 2.2608 98482 2803
E2 259786 25.98 64.14 0.1002 6350 2.44% 97.56% 98 44 45 12.07 2.41 5.5 0.63 200 0.50% 1.14 0.1 0.44 60.4 1 3.81 0.108 3.3615 146427 4168
E3 35973 3.60 8.88 0.0139 0 0.00% 100.00% 98 43 43 13.26 2.65 5.5 0.50 75 6.00% 3.95 0.1 0.48 56.7 1 0.40 0.011 0.3730 16248 462
E4 24037 2.40 5.94 0.0093 0 0.00% 100.00% 98 43 43 13.26 2.65 5.5 0.50 50 5.00% 3.61 0.1 0.48 56.7 1 0.26 0.008 0.2492 10857 309
TOTAL 395387 37.14 91.69 0.1433 6350 1.61% 9.30 0.263 7742
Table A7‐2: Existing Drainage Condition (10‐Year)
Watershed Atotal [m ] Atotal [ha] Atotal [ac] Atotal [mi
] Aimpervious [ft
] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
] Vr [m
E1 75590 7.56 18.66 0.0292 0 0.00% 100.00% 98 58 58 7.24 1.45 9.6 4.32 400 0.50% 1.14 0.1 0.15 160 1 20.14 0.570 6.7139 292457 8324
E2 259786 25.98 64.14 0.1002 6350 2.44% 97.56% 98 44 45 12.07 2.41 9.6 2.68 200 0.50% 1.14 0.1 0.25 108 1 29.04 0.822 14.3404 624666 17779
E3 35973 3.60 8.88 0.0139 0 0.00% 100.00% 98 43 43 13.26 2.65 9.6 2.39 75 6.00% 3.95 0.1 0.28 102 1 3.38 0.096 1.7689 77051 2193
E4 24037 2.40 5.94 0.0093 0 0.00% 100.00% 98 43 43 13.26 2.65 9.6 2.39 50 5.00% 3.61 0.1 0.28 102 1 2.26 0.064 1.1819 51485 1465
TOTAL 395387 37.14 91.69 0.1433 6350 1.61% 54.83 1.553 29761
Table A7‐2: Existing Drainage Condition (25‐Year)
Watershed Atotal [m ] Atotal [ha] Atotal [ac] Atotal [mi
] Aimpervious [ft
] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
] Vr [m
E1 75590 7.56 18.66 0.0292 0 0.00% 100.00% 98 58 58 7.24 1.45 11.5 5.84 400 0.50% 1.14 0.1 0.13 165 1 28.11 0.796 9.0868 395820 11266
E2 259786 25.98 64.14 0.1002 6350 2.44% 97.56% 98 44 45 12.07 2.41 11.5 3.90 200 0.50% 1.14 0.1 0.21 135 1 52.82 1.496 20.8657 908908 25869
E3 35973 3.60 8.88 0.0139 0 0.00% 100.00% 98 43 43 13.26 2.65 11.5 3.54 75 6.00% 3.95 0.1 0.23 130 1 6.39 0.181 2.6218 114208 3251
E4 24037 2.40 5.94 0.0093 0 0.00% 100.00% 98 43 43 13.26 2.65 11.5 3.54 50 5.00% 3.61 0.1 0.23 140 1 4.60 0.130 1.7519 76312 2172
TOTAL 395387 37.14 91.69 0.1433 6350 1.61% 91.92 2.603 42557
Page A‐8
Receive Site Temporary Condition Calculations
Table A8‐1: Temporary Drainage Condition (1.5" Storm Event)
2] Atotal [ac] Atotal [mi2]Aimpervious [m
2 %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in]* Q [in] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] Vr [ac‐ft] Vr [ft
3] Vr [m 3]
T1 325702 80.5 0.1258 0.00 0.00% 100.00% 98 39 39 15.64 3.13 1.5 0.19 1137.142 0.10% 0.51 0.619094 2.09 45 1 1.07 1.2688 55268 1565.019
T2 72680 18.0 0.0281 0.00 0.00% 100.00% 98 39 39 15.64 3.13 1.5 0.19 348.087 0.16% 0.65 0.14982 2.09 45 1 0.24 0.2831 12333 349.2326
T3 50672 12.5 0.0196 0.00 0.00% 100.00% 98 39 39 15.64 3.13 1.5 0.19 296.858 0.42% 1.05 0.1 2.09 45 1 0.17 0.1974 8598 243.4809
TOTAL 449054 111 0.1734 0.0000 0.00% 1.48 1.75 76200 2157.732
* = According to Palau Stormwater Management Manual Vol. I, Section 2.1.2 Treatment Criteria, "All temporary sediment trapping devices shall be designed to retain runoff from a minimum of the
1.5" precipitation event." Therefore, precipitation P was set for 1.5" for this calculation.
For other temporary erosion control BMPs, Temporary Swale type A was chosen because the total area is 5 acres or less
Earth Dike type A was chosen because total area is 5 acres or less
Page A‐9
Receive Site Proposed Condition Calculations
Table A9‐1: Proposed Drainage Condition (1‐Year)
2] Atotal [ha] Atotal [ac] Atotal [mi2] Aimpervious [m
2] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [m]
Slope
[m/m] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
3] Vr [m 3]
P1 205085 20.51 50.64 0.0791 23903 11.66% 88.34% 98 58 63 5.96 1.19 5.5 1.81 100 5.00% 3.61 0.1 0.22 114 1 16.31 0.462 7.6285 332298 9458
P2 136387 13.64 33.68 0.0526 42229 30.96% 69.04% 98 44 61 6.47 1.29 5.5 1.66 200 2.00% 2.28 0.1 0.24 60.4 1 5.27 0.149 4.6506 202581 5766
P3 35973 3.60 8.88 0.0139 6587 18.31% 81.69% 98 43 53 8.84 1.77 5.5 1.11 50 1.80% 2.16 0.1 0.32 56.7 1 0.87 0.025 0.8196 35701 1016
P4 17942 1.79 4.43 0.0069 0 0.00% 100.00% 98 43 43 13.26 2.65 5.5 0.50 50 5.00% 3.61 0.1 0.48 56.7 1 0.20 0.006 0.1860 8103 231
TOTAL 395387 37.74 93.20 0.1456 72719 18.39% 22.64 0.641 13.2847 578682 16470
Table A9‐2: Proposed Drainage Condition (10‐Year)
Watershed Atotal [m ] Atotal [ha] Atotal [ac] Atotal [mi
] Aimpervious [ft
] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [ft]
Slope
[ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
] Vr [m
P1 205085 20.51 50.64 0.0791 23903 11.66% 88.34% 98 58 63 5.96 1.19 9.6 4.92 100 5.00% 3.61 0.1 0.12 160 1 62.30 1.764 20.7645 904503 25744
P2 136387 13.64 33.68 0.0526 42229 30.96% 69.04% 98 44 61 6.47 1.29 9.6 4.67 200 2.00% 2.28 0.1 0.13 108 1 26.54 0.751 13.1032 570777 16245
P3 35973 3.60 8.88 0.0139 6587 18.31% 81.69% 98 43 53 8.84 1.77 9.6 3.68 50 1.80% 2.16 0.1 0.18 102 1 5.21 0.147 2.7224 118588 3375
P4 17942 1.79 4.43 0.0069 0 0.00% 100.00% 98 43 43 13.26 2.65 9.6 2.39 50 5.00% 3.61 0.1 0.28 102 1 1.69 0.048 0.8822 38429 1094
TOTAL 395387 37.74 93.20 0.1456 72719 18.39% 95.73 2.711 37.4724 1632298 46458
Table A9‐2: Proposed Drainage Condition (25‐Year)
Watershed Atotal [m ] Atotal [ha] Atotal [ac] Atotal [mi
] Aimpervious [ft
] %impervious %pervious Cnimpervious CNopenspace CNweighted S [in] Ia [in] P [in] Q [in] L [ft]
Slope
[ft/ft] V [ft/s] Tc [hr] Ia/P [in/in] qu [csm/in] Fp qp [cfs] qp [cms] Vr [ac‐ft] Vr [ft
] Vr [m
P1 205085 20.51 50.64 0.0791 23903 11.66% 88.34% 98 58 63 5.96 1.19 11.5 6.53 100 5.00% 3.61 0.1 0.10 165 1 85.28 2.415 27.5638 1200677 34173
P2 136387 13.64 33.68 0.0526 42229 30.96% 69.04% 98 44 61 6.47 1.29 11.5 6.25 200 2.00% 2.28 0.1 0.11 135 1 44.37 1.257 17.5293 763577 21733
P3 35973 3.60 8.88 0.0139 6587 18.31% 81.69% 98 43 53 8.84 1.77 11.5 5.10 50 1.80% 2.16 0.1 0.15 130 1 9.20 0.260 3.7736 164380 4679
P4 17942 1.79 4.43 0.0069 0 0.00% 100.00% 98 43 43 13.26 2.65 11.5 3.54 50 5.00% 3.61 0.1 0.23 140 1 3.43 0.097 1.3076 56961 1621
TOTAL 395387 37.74 93.20 0.1456 72719 18.39% 142.29 4.029 50.1743 2185595 62206
Page A‐10
Receive Site Storage Volume Calculations
Table A10‐1: Drainage Basin and Discharge Summary (1‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 4.83 16.31 0.30 98482 332298 0.29 96366 2729
E2/P2 3.81 5.27 0.72 146427 202581 0.14 28361 803
E3/P3 0.40 0.87 0.46 16248 35701 0.19 6783 192
E4/P4 0.26 0.20 1.34 10857 8103 0.22 1783 50
TOTAL 133293 3774
Table A10‐2: Drainage Basin and Discharge Summary (10‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 20.14 62.30 0.32 292457 904503 0.28 253261 7171
E2/P2 29.04 26.54 0.80 624666 570777 0.13 74201 2101
E3/P3 3.38 5.21 0.65 77051 118588 0.15 17788 504
E4/P4 2.26 1.69 0.80 51485 38429 0.13 4996 141
TOTAL 350246 9918
Table A10‐3: Drainage Basin and Discharge Summary (25‐Year)
Watershed qout [cfs] qin [cfs] qout/qin Vs [ft 3] Vr [ft
3] Vs/Vr Vs [ft 3] Vs [m
3]
E1/P1 28.11 85.28 0.33 395820 1200677 0.28 336190 9520
E2/P2 52.82 44.37 0.80 908908 763577 0.13 99265 2811
E3/P3 6.39 9.20 0.69 114208 164380 0.14 23013 652
E4/P4 4.60 3.43 1.34 76312 56961 0.15 8544 242
TOTAL 467012 13224
Page A‐11
Receive Site Water Quality Volume Calculations
Table A11‐1: Water Quality Volume
Watershed Atotal [ac] %impervious P [in] WQV [ac‐ft] WQV [ft 3] WQV [m
3]
P1 50.64 11.66% 1.5 0.738 32136 910
P2 33.68 30.96% 1.5 1.303 56775 1608
P3 8.88 18.31% 1.5 0.203 8856 251
P4 4.43 0.00% 1.5 0.000 0 0
TOTAL 97.63 2.24 97767 2768
Table A11‐2: Recharge Volume
Watershed Atotal [ac] %impervious P [in] ReV [ac‐ft] ReV [ft 3] WQV [m
3]
P1 50.64 11.66% 1.5 0.738 32136 910
P2 33.68 30.96% 1.5 1.303 56775 1608
P3 8.88 18.31% 1.5 0.203 8856 251
P4 4.43 0.00% 1.5 0.000 0 0
TOTAL 97.63 2.24 97767 2768
Table A11‐3: LID Volume
Watershed Atotal [ac] %impervious P [in] ReV [ac‐ft] ReV [ft 3] WQV [m
3]
P1 50.64 11.66% 2.2 1.082 47133 1335
P2 33.68 30.96% 2.2 1.912 83270 2358
P3 8.88 18.31% 2.2 0.298 12988 368
P4 4.43 0.00% 2.2 0.000 0 0
TOTAL 97.63 3.29 143392 4060
Page A‐12
Receive Site Basin Volume Calculations
Table A12: Basin Volume Summary
Watershed
[ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3] [ft3] [m3]
1 96366 2729 336190 9520 32136 910 32136 910 47133 1335 32136 910 134632952 3812345
2 28361 803 99265 2811 56775 1608 56775 1608 83270 2358 56775 1608 26742085 757244
3 6783 192 23013 652 8856 251 8856 251 12988 368 8856 251 0 0
4 1783 50 8544 242 0 0 0 0 0 0 0 0 0 0
Total 133293 3774 467012 13224 97767 2768 97767 2768 143392 4060 97767 2768 161375036 4569589
Provided VolumeChannel Protection (1‐Year) Overbank Flood Control (25‐Year) Water Quality Volume Recharge Volume LID Volume Required Volume
Page A‐13
Transmit Site Erosion Control Plans
D E
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EPROJECT NO.:
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FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
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KEY PLAN
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IN
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H E
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C D
MATCH LINE SHEET CD104 MATCH LINE SHEET CD105
CD101
MATCH LINE - SEE RIGHT
MATCH LINE SHEET - SEE LEFT
P A
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H E
E T
C D
MATCH LINE SHEET CD105 MATCH LINE SHEET CD106
M A
TC
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IN
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H E
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CD102
P A
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TM
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FOR COMMANDER NAVFAC
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OF
EPROJECT NO.:
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BRANCH MANAGER
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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M A
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H E
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C D
MATCH LINE SHEET CD106 MATCH LINE SHEET CD107
KEY PLAN
CD103
P A
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DRAWFORM REVISION: 25 AUGUST 2020
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FOR COMMANDER NAVFAC
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OF
EPROJECT NO.:
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FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
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TX EROSION CONTROL AND DEMOLITION PLAN - 4
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD108
MATCH LINE SHEET CD101
KEY PLAN
CD104
P A
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TH
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A
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1 2 3 4 5
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NAVFAC DRAWING NO.
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A N
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M D
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DRAWFORM REVISION: 25 AUGUST 2020
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APPROVED
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FOR COMMANDER NAVFAC
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A/E INFO
OF
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 5
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD109
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD101 MATCH LINE SHEET CD102
KEY PLAN
CD105
P A
R
TM
E N
T O
F
TH
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A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
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D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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ACTIVITY
DATE
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OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 6
M A
TC
H
L
IN
E S
H E
E T
C D
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD110
MATCH LINE SHEET CD102 MATCH LINE SHEET CD103
KEY PLAN
CD106
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
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C
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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TU
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C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 7
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD111
MATCH LINE SHEET CD103
KEY PLAN
CD107
³
P A
R
TM
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F
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A V
Y
A
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C
D
1 2 3 4 5
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B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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A N
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
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A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 8
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD104
KEY PLAN
CD108
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
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S E
N G
IN
E
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IN
G
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C O
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A N
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 9
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD112
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD105
KEY PLAN
CD109
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
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IT
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S E
N G
IN
E
E R
IN
G
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M S
C O
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A N
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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T A
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FR
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TU
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C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 10
M A
TC
H
L
IN
E S
H E
E T
C D
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD113
MATCH LINE SHEET CD106
KEY PLAN
CD110
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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C O
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 11
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD114
MATCH LINE SHEET CD107
KEY PLAN
CD111
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
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S E
N G
IN
E
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IN
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C O
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD109
MATCH LINE SHEET CD116
KEY PLAN
CD112
TX EROSION CONTROL AND DEMOLITION PLAN - 12
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 13
M A
TC
H
L
IN
E S
H E
E T
C D
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD110
MATCH LINE SHEET CD117
KEY PLAN
CD113
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 14
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD111
KEY PLAN
CD114
M A
TC
H
L
IN
E S
H E
E T
C D
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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E R
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 15
M A
TC
H
L
IN
E S
H E
E T
C D
KEY PLAN
CD115
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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C O
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A N
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M D
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 16
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD112
KEY PLAN
CD116
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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M S
C O
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A N
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S Y
M D
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C R
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 17
M A
TC
H
L
IN
E S
H E
E T
C D
MATCH LINE SHEET CD113
KEY PLAN
CD117
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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M S
C O
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A N
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX EROSION CONTROL AND DEMOLITION PLAN - 18
KEY PLAN
CD118
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
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A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX TREE TOPPING PLAN
CD119
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
C1EXISTING BUILDING A1 (LOOKING WEST) C2EXISTING BUILDING A3; METAL TANK & CONC. FNDTN (LOOKING NORTH)
CD601
C4EXISTING BUILDING A5 (LOOKING NORTHEAST)
B1EXISTING BUILDING A4 (LOOKING WEST) B2EXISTING BUILDINGS A2 AND A3 (LOOKING SOUTH) B4EXISTING BUILDING A1, CESSPOOL (LOOKING EAST)
P A
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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DRAWFORM REVISION: 25 AUGUST 2020
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
B4CONCRETE AND EARTH LIPPED LEVEL SPREADERS
A4STABILIZED CONSTRUCTION ENTRANCE WITH OPTIONAL MOUNTABLE BERM
CE501
C2SEDIMENT TRAP TX
A2SEDIMENT TRAP RX
P A
R
TM
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TH
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A V
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
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A/E INFO
OF
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
A1DUST SCREEN DETAIL
FLOW FLOW
SECTION
PLAN
SECTION
PLAN
NOTES:
C3DOUBLE ROW COMPOST FILTER SOCKC1GRAVEL BAGS AT DRAIN INLET
CE502
B5CLEAR AND GRUB - ALONG COMPACT ROAD
C5CLEAR AND GRUB - TYPICAL
P A
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SHEET
NAVFAC DRAWING NO.
N A
V A
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FA
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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DATE
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FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
C1INTERIM MASS EXCAVATION PHASING DETAIL (TX SITE ONLY)
A3ROCK CHECK DAM
A4COMBINED BERM/SWALE CROSS SECTION
B4DIVERSION SWALE CROSS SECTION
D5DIVERSION BERM CROSS SECTION
A1EROSION CONTROL BLANKET
CE503
C3SILT FENCE DETAIL
Page A‐14
Transmit Site Grading Plans
P A
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SHEET
NAVFAC DRAWING NO.
N A
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FA
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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ACTIVITY
DATE
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OF
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BRANCH MANAGER
CHIEF ENG/ARCH
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
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TU
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX OVERALL GRADING PLAN
CG001
P A
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TM
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T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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SATISFACTORY TO
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DATE
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 1
M A
TC
H
L
IN
E S
H E
E T
C G
KEY PLAN
MATCH LINE SHEET CG104
CG101
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 25 AUGUST 2020
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DATE
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CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
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C K
OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 2
KEY PLAN
M A
TC
H
L
IN
E S
H E
E T
C G
MATCH LINE SHEET CG105
M A
TC
H
L
IN
E S
H E
E T
C G
CG102
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
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IE
S E
N G
IN
E
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IN
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
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ACTIVITY
DATE
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OF
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 3
KEY PLAN
MATCH LINE SHEET CG106
M A
TC
H
L
IN
E S
H E
E T
C G
CG103
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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DRAWFORM REVISION: 25 AUGUST 2020
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CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 4
MATCH LINE SHEET CG101
KEY PLAN
M A
TC
H
L
IN
E S
H E
E T
C G
MATCH LINE SHEET CG107
CG104
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
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IE
S E
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IN
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DRAWFORM REVISION: 25 AUGUST 2020
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 5
MATCH LINE SHEET CG102
M A
TC
H
L
IN
E S
H E
E T
C G
KEY PLAN
M A
TC
H
L
IN
E S
H E
E T
C G
MATCH LINE SHEET CG108
CG105
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
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IN
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C O
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DRAWFORM REVISION: 25 AUGUST 2020
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OF
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CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 6
MATCH LINE SHEET CG103
KEY PLAN
M A
TC
H
L
IN
E S
H E
E T
C G
MATCH LINE SHEET CG109
CG106
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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M S
C O
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A N
D
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DRAWFORM REVISION: 25 AUGUST 2020
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 7
KEY PLAN
MATCH LINE SHEET CG104
M A
TC
H
L
IN
E S
H E
E T
C G
CG107
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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M S
C O
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A N
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DRAWFORM REVISION: 25 AUGUST 2020
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
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OLAN A.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 8
KEY PLAN
MATCH LINE SHEET CG105
M A
TC
H
L
IN
E S
H E
E T
C G
M A
TC
H
L
IN
E S
H E
E T
C G
CG108
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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M S
C O
M M
A N
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S Y
M D
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C R
IP
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A
P P
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DRAWFORM REVISION: 25 AUGUST 2020
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OF
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BRANCH MANAGER
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N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
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FR
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TU
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P O
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C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - 9
KEY PLAN
MATCH LINE SHEET CG106
M A
TC
H
L
IN
E S
H E
E T
C G
CG109
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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FA
C
IL
IT
IE
S E
N G
IN
E
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IN
G
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S
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M S
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A N
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D A
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DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
O R
U
TI
LI
TI
E S
A N
D
IN
FR
A
S
TR
U C
TU
R
E S
U P
P O
R T
C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
TX GRADING PLAN - SECURE COMPOUND
CG110
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
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S E
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IN
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G
S Y
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M S
C O
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A N
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S Y
M D
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C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
O R
U
TI
LI
TI
E S
A N
D
IN
FR
A
S
TR
U C
TU
R
E S
U P
P O
R T
C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
C1ANTENNA APRON SITE SECTION
A1ANTENNA APRON SITE SECTION
CG301
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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IN
G
S Y
S
TE
M S
C O
M M
A N
D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
O R
U
TI
LI
TI
E S
A N
D
IN
FR
A
S
TR
U C
TU
R
E S
U P
P O
R T
C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
C1ANTENNA APRON SITE SECTION
A1ANTENNA APRON SITE SECTION
CG302
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
O R
U
TI
LI
TI
E S
A N
D
IN
FR
A
S
TR
U C
TU
R
E S
U P
P O
R T
C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
C1TX SECURE COMPOUND / QVIS ANTENNA AREA SITE SECTION
A1TX SECURE COMPOUND SITE SECTION
CG303
Page A‐15
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P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FINAL SUBMITTAL - 2 JUL 2021
P A
F
T A
C M
O R
U
TI
LI
TI
E S
A N
D
IN
FR
A
S
TR
U C
TU
R
E S
U P
P O
R T
C K
OLAN A.
I
R B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWAI I, U.
RX OVERALL EROSION CONTROL AND DEMOLITION PLAN
CD051
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE…
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