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HomeMy WebLinkAbout20110745 Ver 1_Site Plan_20110815 4 5 a w a 0 ¦ ¦ ~ D Z 0 0° ~ ~<s ~ U N 0 STREET s~~ VI ~p°"° ~s Per ~ fin., ee °oo- R m~ ~ P~~ ~ ~o 41y p5 ~2 OJ ~ ~N~"' c~ B c R~ 4s H - S~F .mIX(IXY 5~~ 0~ ~C~O~ DUNCAN STREET b SA ~SNEADS FERRY _ ~ ~ F Ess"T° ~ " _ o ROAD ° 9` ° y _ SEAL _ 22613 °m.., a ~PP ~ BIRCH o eF Dover ins on STREET ',,;q,~ ~ C Goldsboro us ~o a-- New Bern - ~ W. JEN~ _ Tuscarora sEa~ N EU5 ~ F Trenton OAK GROVE g e Seven - CHERRY POINT S r i n s p g Pollacksville Mt. Olive Havelock - Otway Pink ~~s rv ~~0~ Comfort Maysville ~o Hill AECOM TECHNICAL SERVICES, INC. Beaufort ~ PROJECT SITE- / T SITE 701 CORPORATE CENTER DRIVE, SUITE 476 RALEIGH, NC 27607 (919) 854-6200 www.aacom.com _ Richlands ~ Nc 2a ~ Morehead City ~ War. aw A/E INFo Beulaville APPROVED Jacksonville Nc z4 \ N \ Swansboro ~ r Ma nolia ~ F p° g ~ ~ oy FOR COMMANDER NAVFAC ACTIVITY o Verona FR F °~e°~ 100% FINAL DESIGN PACKAGE Rosehill ~ W CAMP LEJEUNE ~ SUBMITTAL 5;- Dixon ~ ~ _ saTlsEacTORY To DarE 06.13.2011 Q Wallace s DES DJF DRW DJF cHN LMB N ~QO _ Folkstone «PM~DM» CW~PV PROJECT GS LOCATION BRANCH MANAGER ° Holl Ride ~ ~ ~ CHIEF ENG~ARCH Y g ~ J o Burgaw a° FIRE PROTECTION N C GONZALEZ BOULEVARD EXTENSION Z ~ ~ z B Words Corner ~A ~g~ o J~ G r 6 \ IIIIa: O Hampstead ~ ~ ~ o _ ~ a w Z~z z o Scott Hill wUz O P ZaW o Z>~ z ~~ti~ w Z a~ w V a `L Acme ~z~ ~ W o Delco Wilmin s 9ton ~ ~ I W ~z~ J X ~s Leland z 5 & Bolton ~ ~ aQ~ ~ W Z~~ Q Q w 0 e ~n - McHUGH BOULEVARD ~ Q ~ ~ _ v ~ ~ cn 0 A O Wu g ~ o u e ~ u z W LJ_ N J ~ GONZALEZ BOULEVARD o w Q ~ z Ooo U o a ~ 0 0 z N M1~GIUGH eou~gRU 0 W a W a J 3 o 3 w~ m = J_ ~c~~ ~ Z 6 U Q 0 ~ a ~ o A O ~C~ O wJo ~ ~Q~ w N Q~ z ~RS~~~ w Q ° Q a~ ozz ~ ~ scA~E: AS NOTED W EPRO~ECT No.: 796542 coNSTR. coNTR. No. U N O ~~s N40085-10-D-5313 NAVFAC DRAWING NO. W MAP 12598665 Q NO SCALE NO SCALE sHEET 1 OT 305 w J G1001 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 NAVFAC SHEET SHEET NAVFA SHEET SHEET NAVFA SHEET SHEET NAVFAC SHEET SHEET DWG. N0. N0. REF. N0. SHEET TITLE DWG. N0. N0. REF. N0. SHEET TITLE DWG. N0. N0. REF. N0. SHEET Tf SHEET TITLE DWG. N0. N0. REF. N0. SHEET TITLE a GENERAL CNIL - CONTINUED CNIL - CONTINUED TELECOMMUNICATIONS - CONTINUED 12598665 1 GI001 COVER SHEET 12598766 102 CM505 SIGNING AND PAVEMENT MARKING DETAILS 12598868 204 CU501 WATER MAIN WATER MAIN DETAILS 12598966 302 T-117 TELECOM SITE PLAN &DUCTBANK PROFILE 12598666 2 GIOD2 INDEX OF DRAWINGS 12598767 103 CM506 SIGNING AND PAVEMENT MARKING DETAILS 12598869 205 CU502 WATER MAIN WATER MAIN DETAILS 12598967 303 T-501 MISCELLANEOUS DETAILS a 12598667 3 G1003 ABBREVIATIONS & LEGEND 12598768 104 CZ101 GONZALEZ BLVD & MCHUGH BLVD SIGNAL PLAN 12598870 206 CU503 WATER MAIN WATER MAIN DETAILS 12598968 304 T-502 MISCELLANEOUS DETAILS 12598668 4 GR101 BORING LOG LOCATION MAP 12598769 105 CZ102 GONZALEZ BLVD & MCHUGH BLVD ELECTRICAL DETAIL STRUCTURAL 12598969 305 T-601 TELECOM SITE OUTSIDE PLANT RISER DIAGRAM 12598669 5 GR102 BORING LOG LOCATION MAP 12598770 106 CZ103 GONZALEZ BLVD & MCHUGH BLVD ELECTRICAL DETAIL 12598871 207 S-001 GENERAL N( GENERAL NOTES (1 OF 2) 12598670 6 GR103 BORING LOG LOCATION MAP 12598771 107 CZ104 GONZALEZ BLVD & MCHUGH BLVD MAST ARM POLE PROFILE 12598872 208 S-002 GENERAL N( GENERAL NOTES (2 OF 2) 12598671 7 GR104 BORING LOG LOCATION MAP 12598772 108 CZ105 GONZALEZ BLVD & MCHUGH BLVD MAST ARM POLE PROFILE 12598873 209 S-003 GENERAL Df GENERAL DRAWING 12598672 8 GR105 BORING LOG LOCATION MAP 12598773 109 CZ106 GONZALEZ BLVD & MCHUGH BLVD TEMPORARY TRAFFIC SIGNAL DURING CONSTRUCTION 12598874 210 S-004 FOUNDATION FOUNDATION LAYOUT 12598673 9 GR106 BORING LOG LOCATION MAP 12598774 110 CZ107 GONZALEZ BLVD & MCHUGH BLVD TEMPORARY TRAFFIC SIGNAL DURING CONSTRUCTION 12598875 211 S-005 TYPCIAL 5E( TYPCIAL SECTIONS 12598674 10 GR107 BORING LOG LOCATION MAP 12598775 111 CZ501 TRAFFIC SIGNAL DETAILS 12598876 212 S-006 TYPICAL DE1 TYPICAL DETAILS (1 OF 4) D 12598675 11 GR108 BORING LOGS 12598776 112 CZ502 TRAFFIC SIGNAL DETAILS 12598877 213 S-007 TYPICAL DEl TYPICAL DETAILS (2 OF 4) 12598676 12 GR109 BORING LOGS 12598777 113 CZ503 TRAFFIC SIGNAL DETAILS 12598878 214 S-008 TYPICAL DEl TYPICAL DETAILS (3 OF 4) 12598677 13 GR110 BORING LOGS 12598778 114 CZ504 TRAFFIC SIGNAL DETAILS 12598879 215 S-009 TYPICAL DEl TYPICAL DETAILS (4 OF 4) 12598678 14 GR111 BORING LOGS 12598779 115 CX100 CROSS SECTIONS 12598880 216 S-010 CONSTRUCTI CONSTRUCTION ELEVATIONS (1 OF 2) 12598679 15 GR112 BORING LOGS 12598780 116 CX101 CROSS SECTIONS 12598881 217 S-011 CONSTRUCTI CONSTRUCTION ELEVATIONS (2 OF 2) 12598680 16 GR113 BORING LOGS 12598781 117 CX102 CROSS SECTIONS 12598882 218 S-012 PLAN OF Sf PLAN OF SPANS 1 & 2 AND 12 & 13 12598681 17 GR114 BORING LOGS 12598782 118 CX103 CROSS SECTIONS 12598883 219 S-013 PLAN OF Sf PLAN OF SPANS 3 THRU 11 12598682 18 GR115 BORING LOGS 12598783 119 CX104 CROSS SECTIONS 12598884 220 5-014 FRAMING PL FRAMING PLAN & DEAD LOAD DEFLECTIONS (1 OF 2) N 12598683 19 GR116 BORING LOGS 12598784 120 CX105 CROSS SECTIONS 12598885 221 S-015 FRAMING PL FRAMING PLAN & DEAD LOAD DEFLECTIONS (2 OF 2) 12598684 20 GR117 BORING LOGS 12598785 121 CX106 CROSS SECTIONS 12598886 222 S-016 SUPERSTRUI SUPERSTRUCTURE -END BENT 1 ENDWALL 12598685 21 GR118 BORING LOGS 12598786 122 CX107 CROSS SECTIONS 12598887 223 S-017 SUPERSTRUI SUPERSTRUCTURE -END BENT 2 ENDWALL CML 12598787 123 CX108 CROSS SECTIONS 12598888 224 S-018 AASHTO TYP AASHTO TYPE III PCG (1 OF 3) 12598686 22 CP001 GENERAL NOTES 12598788 124 CX109 CROSS SECTIONS 12598889 225 S-019 AASHTO TYP AASHTO TYPE III PCG (2 OF 3) ~ 12598687 23 CP002 GONZALEZ BLVD EXTENSION CIVIL PAVING SHEET LAYOUT 12598789 125 CX110 CROSS SECTIONS 12598890 226 S-020 AASHTO TYP AASHTO TYPE III PCG (3 OF 3) 12598688 24 CP101 GONZALEZ BLVD STA 5+14,11 TO STA 16+00,00 MCHUGH BLVD STA 10+00.00 TO STA 19+73.68 12598790 126 CX111 CROSS SECTIONS 12598891 227 S-021 PRESTRESSE PRESTRESSED CONCRETE GIRDER DETAILS 12598689 25 CP102 GONZALEZ BLVD STA 18+00.00 TO STA 30+00.00 TANK TRAIL STA 11+00.00 TO STA 18+00,00 12598791 127 CX112 CROSS SECTIONS 12598892 228 S-022 ELASTOMERIi ELASTOMERIC BEARING DETAILS 12598690 26 CP103 GONZALEZ BOULEVARD STA 30+00,00 TO STA 44+00,00 12598792 128 CX113 CROSS SECTIONS 12598893 229 S-023 PLAN OF R! PLAN OF RAIL SPACINGS 12598691 27 CP104 GONZALEZ BOULEVARD STA 44+00,00 TO STA 49+43,68 12598793 129 CX114 CROSS SECTIONS 12598894 230 S-024 CONCRETE I CONCRETE BARRIER RAIL - 12598692 28 CP105 TANK TRAIL STA 18+00.00 TO STA 25+17.53 TANK TRAIL 2 STA 10+00,00 TO STA 21+00,00 12598794 130 CX115 CROSS SECTIONS 12598895 231 S-025 2 BAR MET! 2 BAR METAL RAIL (1 OF 4) 12598693 29 CP106 TANK TRAIL 2 STA 20+00.00 TO STA 35+00.00 12598795 131 CX116 CROSS SECTIONS 12598896 232 S-026 2 BAR MET! 2 BAR METAL RAIL (2 OF 4) 12598694 30 CP107 TANK TRAIL 2 STA 35+00.00 TO STA 51+06.61 12598796 132 CX117 CROSS SECTIONS 12598897 233 S-027 2 BAR MET! 2 BAR METAL RAIL (3 OF 4) ~~N CARp~i 12598695 31 CP201 PROFILES - GONZALEZ BLVD. 12598797 133 CX118 CROSS SECTIONS 12598898 234 S-028 2 BAR MET! 2 BAR METAL RAIL (4 OF 4) ~ `'~oFESS°~o~;.~ 12598696 32 CP202 PROFILES - GONZALEZ BLVD. 12598798 134 CX119 CROSS SECTIONS 12598899 235 S-029 DOUBLE FA( DOUBLE FACED 2 BAR METAL RAIL (1 OF 4) ~Qe- 9<°; 12598697 33 CP203 PROFILES - MCHUGH BLVD. 12598799 135 CX120 CROSS SECTIONS 12598900 236 S-030 DOUBLE FA( DOUBLE FACED 2 BAR METAL RAIL (2 OF 4) = s~,~ = 12598698 34 CP204 PROFILES -TANK TRAIL 12598800 136 CX121 CROSS SECTIONS 12598901 237 S-031 DOUBLE FA( DOUBLE FACED 2 BAR METAL RAIL (3 OF 4) _ 22s~3 12598699 35 CP205 PROFILES - TANK TRAIL 2 12598801 137 CX122 CROSS SECTIONS 12598902 238 S-032 DOUBLE FA( DOUBLE FACED 2 BAR METAL RAIL (4 OF 4) ,N ° 12598700 36 CP206 PROFILES - TANK TRAIL 2 12598802 138 CX123 CROSS SECTIONS 12598903 239 S-033 JOINT SEAL JOINT SEAL DETAILS "'~q'~'s w ° JE~\~g.`~~ 12598701 37 CP401 INTERSECTION DETAIL GONZALEZ BLVD./MCHUGH BLVD. 12598803 139 CX124 CROSS SECTIONS 12598904 240 S-034 SUPERSTRUI SUPERSTRUCTURE -BILL OF MATERIAL 12598702 38 CP501 DETAILS -TYPICAL ROADWAY SECTIONS 12598804 140 CX125 CROSS SECTIONS 12598905 241 S-035 SUBSTRUCTI SUBSTRUCTURE -END BENT 1 SEAS 12598703 39 CP502 DETAILS -TYPICAL ROADWAY SECTIONS 12598805 141 CX126 CROSS SECTIONS 12598906 242 S-036 SUBSTRUCTI SUBSTRUCTURE -END BENT 1 DETAILS 12598704 40 CP503 DETAILS -TYPICAL ROADWAY SECTIONS 12598806 142 CX127 CROSS SECTIONS 12598907 243 S-037 SUBSTRUCTI SUBSTRUCTURE -END BENT 2 12598705 41 CP504 DETAILS - CONCRETE PAD CONTROL JOINTS 12598807 143 CX128 CROSS SECTIONS 12598908 244 S-038 SUBSTRUCTI SUBSTRUCTURE -END BENT 2 DETAILS _ 12598706 42 CP505 DETAILS -UNDERCUT EXCAVATION AND SUBGRADE STABILIZATION 12598808 144 CX129 CROSS SECTIONS 12598909 245 S-039 SUBSTRUCTI SUBSTRUCTURE -END BENT 1 & 2 DETAILS ~~0~ 12598707 43 CP506 DETAILS -UNDERCUT DETAIL AT CULVERT CROSSING 12598809 145 CX130 CROSS SECTIONS 12598910 246 S-040 SUBSTRUCTI SUBSTRUCTURE -BENTS 12598708 44 CP507 DETAILS - GUARDRAIL ANCHOR UNIT TYPE B-77 12598810 146 CX131 CROSS SECTIONS 12598911 247 S-041 SUBSTRUCTI SUBSTRUCTURE -BENT DETAILS 701 CORPORATE CENTER DRIVE, SUITE 475 12598709 45 CP508 DETAILS -GUARDRAIL ANCHOR UNIT TYPE 8-77 12598811 147 CX132 CROSS SECTIONS 12598912 248 S-042 16" PRESTR 16" PRESTRESSED CONCRETE PILE DETAILS AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 12598710 46 CP509 DETAILS -INFILTRATION BASIN 12598812 148 CX133 CROSS SECTIONS 12598913 249 S-043 24" PRESTR 24" PRESTRESSED CONCRETE PILE DETAILS c9,9~a~a-8200 www.aacom.com 12598711 47 CP510 DETAILS - HEADWALL 12598813 149 CX134 CROSS SECTIONS 12598914 250 S-044 BRIDGE APP BRIDGE APPROACH SLAB DETAILS (1 OF 3) 12598712 48 CP511 DETAILS - HEADWALL 12598814 150 CX135 CROSS SECTIONS 12598915 251 S-045 BRIDGE APP BRIDGE APPROACH SLAB DETAILS (2 OF 3) AiE AFo 12598713 49 CP512 CIVIL PAVING DETAILS 12598815 151 CX136 CROSS SECTIONS 12598916 252 S-046 BRIDGE APP BRIDGE APPROACH SLAB DETAILS (3 OF 3) APPROVED 12598714 50 CP513 CIVIL PAVING DETAILS 12598816 152 CX137 CROSS SECTIONS 12598917 253 S-047 TANK TRAIL TANK TRAIL BOLLARDS 12598715 51 CP514 CIVIL PAVING DETAILS 12598817 153 CX138 CROSS SECTIONS 12598918 254 S-048 RIP RAP DE RIP RAP DETAILS 12598716 52 CP515 CIVIL PAVING DETAILS 12598818 154 CX139 CROSS SECTIONS 12598919 255 S-049 LRFR SUMM w LRFR SUMMARY FOR PRESTRESSED CONCRETE GIRDERS EoR coMMaNOER NavEAc 12598717 53 CP516 CIVIL PAVING DETAILS 12598819 155 CX140 CROSS SECTIONS 12598920 256 S-100 VAULT PLAN VAULT PLAN, DETAILS & SECTIONS Acrivirr 100% FINAL DESIGN PACKAGE ° 12598718 54 CP517 CIVIL PAVING DETAILS 12598820 156 CX141 CROSS SECTIONS MECHANICAL 12598719 55 CP518 CIVIL PAVING DETAILS 12598821 157 CX142 CROSS SECTIONS 12598921 257 MS001 MECHANICAL N 12598720 56 CP519 CIVIL PAVING DETAILS 12598822 158 CX143 CROSS SECTIONS 12598922 258 MD101 SITE STEAM MECHANICAL LEGEND AND GENERAL NOTES SUBMITTAL sarisEacroRV ro oarE 06.13.2011 SITE STEAM OVERALL DEMOLITION PLAN 12598721 57 CP520 CIVIL PAVING DETAILS 12598823 159 CX144 CROSS SECTIONS 12598923 259 MD4D1 SITE STEAM 0 12598722 58 CP521 CIVIL PAVING DETAILS 12598824 160 CX145 CROSS SECTIONS 12598924 260 MD402 SITE STEAM SITE STEAM DEMOLITION PLAN DES DJF oRw DJF cHN LMB N SITE STEAM DEMOLITION PLAN «PM/oM» CW/PV 12598723 59 CP522 CIVIL PAVING DETAILS 12598825 161 CX146 CROSS SECTIONS 12598925 261 MD403 SITE STEAM ° SITE STEAM DEMOLITION PLAN BRANCH MaNACER 12598724 60 CP523 CIVIL PAVING DETAILS 12598826 162 CX147 CROSS SECTIONS 12598926 262 MD4D4 SITE STEAM SITE STEAM DEMOLITION PLAN cHiEE ENC/ARCH 12598725 61 CP601 DRAINAGE SUMMARY FOR PIPES 48" AND UNDER 12598827 163 CX148 CROSS SECTIONS 12598927 263 MD405 SITE STEAM SITE STEAM DEMOLITION PLAN FIRE PROrECrioN 12598726 62 CP602 DRAINAGE SUMMARY FOR PIPES 54" AND OVER 12598828 164 CX149 CROSS SECTIONS 12598928 264 MS101 SITE STEAM SITE STEAM OVERALL NEW WORK PLAN a Z o z B 12598727 63 CG001 EROSION CONTROL GENERAL NOTES 12598829 165 CX150 CROSS SECTIONS 12598929 265 MS201 PLAN AND I PLAN AND PROFILE GONZALEZ BLVD EXTENSION STA 0+00 TO 3+50 ~ g ~ ~p 0 12598728 64 CG002 EROSION CONTROL PLAN SHEET LAYOUT 12598830 166 CX151 CROSS SECTIONS 12598930 266 MS301 SITE SECTIO W SITE SECTIONS ° p ~ a 12598729 65 CG101 EROSION CONTROL PLAN SHEET 12598831 167 CX152 CROSS SECTIONS 12598931 267 MS401 SITE STEAM 0 ° SITE STEAM NEW WORK PLAN Z ~ Z ~ z J 12598730 66 CG102 EROSION CONTROL PLAN SHEET 12598832 168 CX153 CROSS SECTIONS 12598932 268 MS402 SITE STEAM SITE STEAM NEW WORK PLAN w V Z ~ O 12598731 67 CG103 EROSION CONTROL PLAN SHEET 12598833 169 CX154 CROSS SECTIONS 12598933 269 MS403 SITE STEAM 3 12598732 68 CG104 EROSION CONTROL PLAN SHEET 12598834 170 CX155 CROSS SECTIONS 12598934 270 MS404 SITE STEAM SITE STEAM NEW WORK PLAN Z Q ~ o 6 SITE STEAM NEW WORK PLAN w ~ ~ z ~ ° 12598733 69 CG105 EROSION CONTROL PLAN SHEET 12598835 171 CX156 CROSS SECTIONS 12598935 271 MS405 SITE STEAM SITE STEAM NEW WORK PLAN Q ~ w z 12598734 70 CG106 EROSION CONTROL PLAN SHEET 12598836 172 CX157 CROSS SECTIONS 12598936 272 MS501 SITE DETAIL' SITE DETAILS ~ Z ~ ~ ~ ~ W ~ 12598735 71 CG107 EROSION CONTROL PLAN SHEET 12598837 173 CX158 CROSS SECTIONS 12598937 273 MS502 SITE DETAIL' SITE DETAILS ~ w 12598736 72 CG108 EROSION CONTROL PLAN SHEET 12598838 174 CX159 CROSS SECTIONS 12598938 274 MS503 SITE DETAIL: SITE DETAILS ~ z ~ J W ~ 12598737 73 CG501 SKIMMER BASIN DETAIL 12598839 175 CX160 CROSS SECTIONS ELECTRICAL aQ~ ~ z 0 12598738 74 CG502 EROSION CONTROL DETAILS 12598840 176 CX161 CROSS SECTIONS 12598939 275 ES101 OVERALL OU OVERALL OVERHEAD ELECTRICAL POWER & LIGHTING SITE MAP z ~ ~ a 0 ~ 12598739 75 CG503 EROSION CONTROL DETAILS 12598841 177 CX162 CROSS SECTIONS 12598940 276 ES102 OVERHEAD I OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN 0 ~ ~ ~ ~ 12598740 76 CG504 EROSION CONTROL DETAILS 12598842 178 CX163 CROSS SECTIONS 12598941 277 ES103 OVERHEAD I OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN ~ Q p N 12598741 77 CG505 EROSION CONTROL DETAILS 12598843 179 CX164 CROSS SECTIONS 12598942 278 ES104 OVERHEAD I ° = 12598742 78 00001 TRAFFIC CONTROL - GENERAL NOTES 12598844 180 CX165 CROSS SECTIONS 12598943 279 ES105 OVERHEAD I OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN W ~ OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN Z J O N 12598743 79 C0101 MAINTENANCE OF TRAFFIC - PHASE I 12598845 181 CX166 CROSS SECTIONS 12598944 280 ES106 OVERHEAD I OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN 12598744 80 C0102 MAINTENANCE OF TRAFFIC - PHASE II 12598846 182 CX167 CROSS SECTIONS 12598945 281 ES107 OVERHEAD I ° OVERHEAD ELECTRICAL POWER & LIGHTING SITE PLAN W ~ X 12598745 81 C0103 MAINTENANCE OF TRAFFIC - PHASE III 12598847 183 CX168 CROSS SECTIONS 12598946 282 ES501 MISCELLANEA 0 MISCELLANEOUS DETAILS z ~ ~ ° 12598746 82 C0104 MAINTENANCE OF TRAFFIC - PHASE III 12598848 184 CX169 CROSS SECTIONS 12598947 283 ES502 MISCELLANEA 0 MISCELLANEOUS DETAILS ~ z J 12598747 83 C0501 WORK ZONE ADVANCE WARNING SIGNS 12598849 185 CX170 CROSS SECTIONS 12598948 284 ES503 MISCELLANEA MISCELLANEOUS DETAILS W W 12598748 84 C0502 TRAFFIC CONTROL DETAILS 12598850 186 CX171 CROSS SECTIONS 12598949 285 ES504 MISCELLANEA MISCELLANEOUS DETAILS ~ ~ w J 12598749 85 C0503 TRAFFIC CONTROL DETAILS 12598851 187 CX172 CROSS SECTIONS TELECOMMUNICATIONS ZW a 12598750 86 C0504 TRAFFIC CONTROL DETAILS 12598852 188 CX173 CROSS SECTIONS 12598950 286 T-101 OVERALL TE OVERALL TELECOM SITE PLAN & SHEEP INDEX MAP = J m ° 12598751 87 C0505 TRAFFIC CONTROL DETAILS 12598853 189 CX174 CROSS SECTIONS 12598951 287 T-102 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE z ° 12598752 88 C0506 TRAFFIC CONTROL DETAILS 12598854 190 CX175 CROSS SECTIONS 12598952 288 T-103 TELECOM Sf 6 TELECOM SITE PLAN &DUCTBANK PROFILE o~ Q o O Q 0 12598753 89 C0507 TRAFFIC CONTROL DETAILS 12598855 191 CX176 CROSS SECTIONS 12598953 289 T-104 TELECOM SI ° TELECOM SITE PLAN &DUCTBANK PROFILE w J =o v / ` ° 12598754 90 CM001 SIGNING AND PAVEMENT MARKING GENERAL NOTES 12598856 192 CX177 CROSS SECTIONS 12598954 290 T-105 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE ~ Q Q Z 12598755 91 CM002 SIGNING AND PAVEMENT MARKING PLAN SHEET LAYOUT 12598857 193 CU101 WATER MAIN PLAN & PROFILE 12598955 291 T-106 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE a Q ~ Q 12598756 92 CM101 SIGNING AND PAVEMENT MARKING PLAN 12598858 194 CU102 WATER MAIN PLAN & PROFILE 12598956 292 T-107 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE o Z Z ~ ° ° 12598757 93 CM102 SIGNING AND PAVEMENT MARKING PLAN 12598859 195 CU103 WATER MAIN PLAN & PROFILE 12598957 293 T-108 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE AS NOTED scA~e 12598758 94 CM103 SIGNING AND PAVEMENT MARKING PLAN 12598860 196 CU104 WATER MAIN PLAN & PROFILE 12598958 294 T-109 TELECOM Sf ° TELECOM SITE PLAN &DUCTBANK PROFILE EPRO~ECT No.: 79fi542 w 12598759 95 CM104 SIGNING AND PAVEMENT MARKING PLAN 12598861 197 CU105 WATER MAIN PLAN & PROFILE 12598959 295 T-110 TELECOM Sf 12598760 96 CM105 SIGNING AND PAVEMENT MARKING PLAN 12598862 198 CU106 WATER MAIN PLAN & PROFILE 12598960 296 T-111 TELECOM SI TELECOM SITE PLAN &DUCTBANK PROFILE coNSTR. coNTR. No. TELECOM SITE PLAN &DUCTBANK PROFILE N40085-10-D-5313 12598761 97 CM106 SIGNING AND PAVEMENT MARKING PLAN 12598863 199 CU107 WATER MAIN PLAN & PROFILE 12598961 297 T-112 TELECOM Sf TELECOM SITE PLAN &DUCTBANK PROFILE NAVFAC ~RAwiNC No. 12598762 98 CM501 SIGNING AND PAVEMENT MARKING DETAILS 12598864 200 CU108 WATER MAIN PLAN & PROFILE 12598962 298 T-113 TELECOM SI w 12598763 99 CM502 SIGNING AND PAVEMENT MARKING DETAILS 12598865 201 CU109 WATER MAIN PLAN & PROFILE 12598963 299 T-114 TELECOM Sf TELECOM SITE PLAN &DUCTBANK PROFILE 12598666 Q 12598764 100 CM503 SIGNING AND PAVEMENT MARKING DETAILS 12598866 202 CU110 WATER MAIN PLAN & PROFILE 12598964 300 T-115 TELECOM Sf TELECOM SITE PLAN &DUCTBANK PROFILE sHEET 2 or 305 TELECOM SITE PLAN &DUCTBANK PROFILE ~ I oOn w 12598765 101 SI NIN AND PAVEMENT MARKING DETAILS 12 98867 20 C 111 WATER MAIN PLAN & PROFILE 12 9896 301 - TELE OM Sf TELE OM SITE PLAN & D CTBANK PROFILE G 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 L E G E N D a A AMPERE, AIR COMPRESSED AIR C.O.G. CHANGE OF GRADE FLG FLANGE LLH LONG LEG HORIZONTAL PSIG POUNDS PER SQUARE INCH GAGE ARE INCH GAGE TSD TEMPORARY SLOPE DRAIN w AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY COL COLUMN FLSH FLASHING LLV LONG LEG VERTICAL PT POINT OF TANGENT, POTENTIAL TI POTENTIAL TRANSFORMER TSP TWISTED SHIELDED PAIR BUILDING MATERIALS ° AND TRANSPORTATION OFFICIALS COMB. COMBINATION FLUOR FLUORESCENT LOC LOCATE PTN PARTITION AB ANCHOR BOLT COMP COMPRESSION, COMPRESSED FOB FACE OF BRICK, FRONT OF BUILDING LONG. LONGITUDINAL PVC POINT OF VERTICAL CURVE, POLY TST TWISTED SHIELDED TRIPLE _ CURVE, POLYVINYL T'STAT THERMOSTAT ABT ABOUT CONC CONCRETE FPM FEET PER MINUTE LPS LOW PRESSURE SODIUM CHLORIDE TU TERMINAL UNIT ABUT. ABUTMENT COND CONDUCTOR, CONDUCTIVE, CONDENSER FR FRAME, FROM LPT LOW POINT PVI POINT OF VERTICAL INTERSECTION ABV ABOVE CONN CONNECT, CONNECTION FRICT FRICTION LR LONG RADIUS, LINEAR REGISTER PVMT PAVEMENT _ INTERSECTION TV TELEVISION, TELEVISION OUTLET TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR EARTH AC ALTERNATING CURRENT, AIR CONDITIONING CONST CONSTRUCTION FRT FIRE RETARDANT TREATED LS LUMP SUM, LIMIT SWITCH PVT POINT OF VERTICAL TANGENT, PR _ TANGENT, PRIVATE TYP TYPICAL UNIT, ACRE CONT CONTINUOUS, CONTINUATION FRZR FREEZER LT LIGHT PWR POWER ACI AMERICAN CONCRETE INSTITUTE CONTR CONTRACT, CONTRACTOR FS FAR SIDE, FULL SIZE, FLOW SWITCH LTG LIGHTING QT QUARRY TILE UC UNDERCUT uF UNDERFLOOR CRUSHED STONE ACM ASBESTOS CONTAINING MATERIAL CHORD COORDINATE FT FOOT LV LOW VOLTAGE 0 ROUND (DIAMETER), PHASE i, PHASE UFD UNDER FLOOR DUCT ACMU ACOUSTICAL CONCRETE MASONRY UNITS COP COPPER FTG FOOTING LVR LOUVER R RISER, RIGHT, RADIUS ACS ACCESS COR CORNER FUR FURRED, FURRING LW LONG WAY, LIMIT OF WORK R/W RIGHT OF WAY IUS UG UNDERGROUND o a UH UNIT HEATER CONCRETE D ACST ACOUSTIC, ACOUSTICAL CORR CORRIDOR, CORRUGATED FURN FURNISH LWC LIGHTWEIGHT CONCRETE RA RETURN AIR UHF ULTRAHIGH FREQUENCY A.C.T ACOUSTIC CEILING TILE COV COVER FUT FUTURE LWL LOW-WATER LINE RAD RADIUS ACV ALARM CHECK VALVE CP CEMENT PLASTER, CONDENSATE PUMP FWC FABRIC WALL COVERING L.W.T. LEAVING WATER TEMPERATURE RAF RAISED ACCESS FLOOR UL UNDERWRITERS' LABORATORY -OOR ULT ULTIMATE ADD. ADDITIONAL DISCHARGE FXTR FIXTURE M MICROPHONE, MANUAL RAS RETURN ACTIVATED SLUDGE SLUDGE UNIF UNIFORM STEEL ADH ADHESIVE CPT CARPET G GAS MAIN OR SERVICE LINE m METER RBR RUBBER ADJ ADJACENT CR CEILING REGISTER, HOT CONDENSER WATER GA GAGE, GAUGE MACH MACHINE RCP REINFORCED CONCRETE PIPE UNO UNLESS NOTED OTHERWISE Z RETE PIPE UPS UNINTERRUPTIBLE POWER SUPPLY s ADMIN ADMINISTRATIVE CSD CELLULAR STEEL DECK GAL GALLON MAG MAGNETIC RCPT RECEPTACLE uR uRINAL CONCRETE MASONRY UNITS AFF ABOVE FINISH FLOOR CT CERAMIC TILE, CURRENT TRANSFORMER GALV GALVANIZE, GALVANIZED MATL MATERIAL RCVG RECEIVING AFFF AQUEOUS FILM FORMING FOAM CTR CENTER GC GROUND COUNTERPOISE MAN MASTER ANTENNA TELEVISION RCVR RECEIVER U.S. URINAL SCREEN UTI L UTILITY o AFMS AIRFLOW MEASURING STATION CTRL CONTROL GCMU GLAZED CONCRETE MASONRY UNIT MAX MAXIMUM RD ROOF DRAIN, ROAD V VOLTAGE, VOLT, VENT, VALVE BRICK AGGR AGGREGATE CTSK COUNTERSUNK GDR GUARDRAIL, GIRDER MBH 1000 BTU PER HOUR RDCR REDUCER AH AIR HANDLING, AIR-HANDLING UNIT CTWT COUNTERWEIGHT GEN GENERATOR MBR MEMBER REC RECESS VA VOLT-AMPERE ~ VAC VACUUM, VOLTS AC AHR ANCHOR CU CUBIC, COPPER GFE GOVERNMENT FURNISHED EQUIPMENT MCB MAIN CIRCUIT BREAKER RECIR RECIRCULATING VAR VOLT-AMPERE REACTIVE AIC AMPERE INTERRUPTING CAPACITY CULV CULVERT GFECI GOVERNMENT FURNISHED EQUIPMENT, MCC MOTOR CONTROL CENTER RECT RECTANGLE, RECTANGULAR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CV CONVERTER CONTRACTOR INSTALLED MECH MECHANICAL RED. REDUCING ,NGULAR VAV VARIABLE AIR VOLUME ACOUSTICAL TILE VB VAPOR BARRIER AL ALUMINUM CW DOMESTIC COLD WATER GFI GROUND FAULT INTERRUPTER MEMB MEMBRANE REF REFERENCE VC VERTICAL CURVE ALT ALTERNATE CWB CAPILLARY WATER BARRIER GFM GOVERNMENT FURNISHED MATERIAL MET. METAL REFL REFLECTED AM. AMMETER D DEPTH, DEGREE OF CURVE, DIMMER GHZ GIGAHERTZ MFR MANUFACTURER REFR REFRIGERATOR VCT VINYL COMPOSITION TILE ROUGH WOOD VD VOLUME DAMPER AMP AMPERE SWITCH, DRAINLINE, MOUNTED IN DUCT GI GALVANIZED IRON M/G MOTOR/GENERATOR REINF REINFORCE, REINFORCEMENT, REII )RCEMENT, REINFORCED VDC VOLTS DC ~ ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DB DRY BULB, DIRECT BURIAL, DUCT, DEEP GL GLASS MGD MILLION GALLONS PER DAY REM REMAINDER AP ACCESS PANEL BANK, DECIBELS, DEED BOOK GND GROUND MH MANHOLE, MOUNTING HEIGHT, METAL HALIDE REQD REQUIRED VEL VELOCITY ~ VENT. VENTILATE FINISH WOOD APPR APPROVED DBL DOUBLE GOVT GOVERNMENT MHZ MEGAHERTZ RESIL RESILIENT VERT VERTICAL - APPROX APPROXIMATE DC DIRECT CURRENT GPH GALLONS PER HOUR MID MIDDLE REV REVISION APS ALARM PRESSURE SWITCH DEC DECIDUOUS GPM GALLONS PER MINUTE MIN MINIMUM RF ROOF, RADIO FREQUENCY VEST. VESTIBULE ~UENCY VFD VARIABLE FREQUENCY DRIVE PLYWOOD ARCH. ARCHITECTURAL DEFL DEFLECT, DEFLECTION GR GRADE MISC MISCELLANEOUS RFG ROOFING VHF VERY HIGH FREQUENCY AREMA AMERICAN RAILWAY ENGINEERING AND DEG DEGREE GRAD GRADUATED MJ MECHANICAL JOINT RFH ROOF HATCH MAINTENANCE-of-WAY ASSOCIATION DEM DEMOUNTABLE GRL GRILLE MK MARK RFI RADIO FREQUENCY INTERFERENCE VIB VIBRATION INTERFERENCE VIF VERIFY IN FIELD PLASTER OR GWB - ASB ASBESTOS DEPR DEPRESSED GRT GROUT MKBD MARKER BOARD RL ROOF LEADER, REFRIGERANT LIQL -RIGERANT LIQUID VIN VINYL COMPOSITION TILE ASPH ASPHALT DEPT DEPARTMENT GRS GALVANIZED RIGID STEEL MLO MAIN LUGS ONLY RM ROOM ASSY ASSEMBLY DET DETAIL GSU GLAZED STRUCTURAL UNITS mm MILLIMETER RND ROUND VLT VAULT VM VOLTMETER ASTM AMERICAN SOCIETY FOR TESTING AND DF DRINKING FOUNTAIN GTV GATE VALVE MO MASONRY OPENING RO ROUGH OPENING VOL VOLUME BATT INSULATION ~N CARP MATERIALS DH DUCT HEATER, DOOR HOLDER GVL GRAVEL MON MONUMENT RPM REVOLUTIONS PER MINUTE ASYM ASYMMETRICAL DI DROP INLET, DUCTILE IRON GWB GYPSUM WALLBOARD MP MEDIUM PRESSURE RR RIPRAP, RAILROAD MINUTE VR VAPOR RETARDER °R.........,~i VS VERTICAL SLOT ~ .•F ESS ~ 0..'~9 ATS AUTOMATIC TRANSFER SWITCH DIA DIAMETER GYP GYPSUM MPa MEGAPASCAL RTE ROUTE VT VINYL TILE RIGID INSULATION - ~Qe° AUTO. AUTOMATIC DIAG DIAGRAM, DIAGONAL H HIGH MPH MILES PER HOUR S SOUTH, SANITARY, SEWER, SPEAK AUX AUXILIARY DIFF DIFFUSER HB HOSE BIBB MR MOP RECEPTOR SWITCH, SUPPLY SEWER, SPEAKER, VTR VENT THRU ROOF SEAL _Y VWC VINYL WALL COVERING AV AIR VENT, AUDIOVISUAL DIM. DIMENSION HBD HARDBOARD MSL MEAN SEA LEVEL SA SUPPLY AIR W WEST, WATT, WIDE, WIRE, WATER MAIN o COMPRESSIBLE FILLER 22613 = AVG AVERAGE DIP. DUCTILE IRON PIPE HC HANDICAPPED MT MOUNT SAN SANITARY AWG AMERICAN WIRE GAUGE DIR DIRECTION, DIRECT HD HEAD, HEAT DETECTOR MTD MOUNTED SCFM STANDARD CUBIC FEET PER MINU SERVICE LINE =EET PER MINUTE W/ WITH °~~'G I NE~e'~~ AWS AMERICAN WELDING SOCIETY DISC. DISCONNECT HDPE HIGH DENSITY POLYETHYLENE MTG MOUNTING SCHED SCHEDULE AWWA AMERICAN WATER WORKS ASSOCIATION DISCH DISCHARGE HDR HANDRAIL MTR MOTOR SD STORM DRAIN, SMOKE DETECTOR B BATTERY DISP DISPENSER HDW HARDWARE MTZ MOTORIZED SEC SECONDARY )KE DETECTOR WAO WAIN~COT •,•-9,~,~~W..~Et~\~5`~~~ WAS WASTE ACTIVATED SLUDGE DRAWING CONVENTIONS BAL BALANCE DIV DIVISION HDWD HARDWOOD MU MULCHING SECT SECTION WB WET BULB, WIND BEAM SEAS B&B BALL AND BURLAP DK DECK HDWL HEADWALL MUL MULLION SF SILT FENCE, SQUARE FEET B TO B BACK TO BACK DL DEAD LOAD HGR HANGER MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL SFP SPRAYED FIRE PROTECTION RE FEET WC WATER CLOSET )TECTION wD wooD, WIDTH PLAN SHEET NUMBERING BC BOLT CIRCLE, BOTTOM OF CURB DMH DROP MANHOLE HGT HEIGHT DEVICES SH SHEET WDO WINDOW BD BOARD DML DEMOLITION, DEMOLISH H.I.D. HIGH-INTENSITY DISCHARGE MWP MEMBRANE WATERPROOFING SHV SHELVING BDL BUNDLE DMPR DAMPER HM HOLLOW METAL N NORTH SIM SIMILAR WFD WATER FLOW DETECTOR DISCIPLINE DESIGNATION WG WATER GAGE BEJ BRICK EXPANSION JOINT DN DOWN HOA HAND-OFF-AUTOMATIC NA NOT APPLICABLE SK SKETCH WH WALL HYDRANT (1 OR 2 CHARACTERS) ~ BET. BETWEEN DR DOOR, DRIVE HORIZ HORIZONTAL N.C. NORMALLY CLOSED SLP SLOPE WHA WATER HAMMER ARRESTER SHEET TYPE ~COM BF BLIND FLANGE DS DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE HP HORSEPOWER, HEAT PUMP N & D NAIL AND DISC SMR SURFACE METAL RACEWAY BG BOTTOM GRILLE DSD DUCT SMOKE DETECTOR HPF HIGH POWER FACTOR NEC NATIONAL ELECTRICAL CODE S/N SOLID NEUTRAL ACEWAY WHS WELDED HEAD STUD WI WROUGHT IRON BITUM BITUMINOUS DTWH DUAL TEMP WALL HYDRANT HPS HIGH-PRESSURE SODIUM, HIGH PRESSURE NEUT NEUTRAL SNT SEALANT wL WIND LOAD, WATER LINE ~ USER DEFINABLE AECOM TECHNICAL SERVICES, INC. BL, ~ BUILDING LINE, BASE LINE DUP DUPLICATE STEAM NFPA NATIONAL FIRE PROTECTION ASSOCIATION SOG SLAB ON GRADE BLDG BUILDING DVTL DOVETAIL HPT HIGH POINT NIC NOT IN CONTRACT SP SPACE, SPACES, STATIC PRESSUF wM WATER METER 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 TATIC PRESSURE WP WORKING POINT, WEATHERPROOF csls~as4-s2oo www.aecom.com BLK BLOCK, BLOCKING DW DUMBWAITER HR HOUR N.O. NORMALLY OPEN SPD STATIC PRESSURE DROP DROP WPF WATERPROOFING A D 101 X X X BLW BELOW DWD DRINKING WATER DISPENSER HS HORIZONTAL SLOT NO., NOS NUMBER, NUMBERS SPEC SPECIFICATION BM BEAM, BENCH MARK, SOIL DWEL DWELLING HTG HEATING NOM NOMINAL SPKR SPEAKER WS WATER SURFACE, WATERSTOP wsT WASTE ~ SHEET SEQUENCE IDENTIFIER ASE ~NFo STABILIZATION/BLANKETS & MATTING DWG DRAWING HTR HEATER NPRN NEOPRENE SPMR SINGLE-PLY MEMBRANE ROOF RANE ROOF WT WEIGHT BOL BEGINNING OF LINE DWL DOWEL HV HIGH VOLTAGE, HEATING-VENTILATING UNIT NPW NONPOTABLE WATER SPR SPRINKLER BOT BOTTOM DWV DRAIN, WASTE, AND VENT HW DOMESTIC HOT WATER, HIGH WATER NRS NONRISING STEM SPRT SUPPORT WTR WATER nPPROVEo WTS WELDED THREADED STUD ° B.O.W. BOTTOM OF WALL DX DUPLEX, DIRECT EXPANSION HWC DOMESTIC HOT WATER CIRCULATING NS NEAR SIDE SPS STATIC PRESSURE SENSOR SENSOR WWR WELDED WIRE FABRIC BP BASE PLATE, BACKFLOW PREVENTER, E EAST, EMERGENCY (CIRCUIT) HWL HIGH-WATER LINE NST NONSLIP TREAD SQ SQUARE W BEARING PLATE EA EACH HYD HYDRANT NTS NOT TO SCALE SS SANITARY SEWER (WELDED WIRE REINFORCEMENT) SHEET NUMBERING XARM CROSS ARM roR coMMaNOER Navrnc BR BARE ROOT, BOTTOM REGISTER E.A.T. ENTERING AIR TEMPERATURE HZ HERTZ 0 TO 0 OUT TO OUT SSD SUBSURFACE DRAIN ~ XFMR TRANSFORMER SHEET TYPE ~ BRG BEARING ECMT ENCASEMENT I INTERCOM OA OVERALL, OUTSIDE AIR SSK SOIL STACK Q BRK BRICK EF EACH FACE IC INTERRUPTING CAPACITY OC ON CENTER SSMR STANDING SEAM METAL ROOF X FR TRANSFER ncrivirr ETAL ROOF XMTR TRANSMITTER ~ 100% FINAL DESIGN PACKAGE N BRKT BRACKET EFL EFFLUENT ID INSIDE DIAMETER OD OUTSIDE DIAMETER SST STAINLESS STEEL YD YARD A~ 401 SUBMITTAL BSMT BASEMENT EIFS EXTERIOR INSULATION AND FINISH SYSTEM IG ISOLATED GROUND O.F. OUTSIDE FACE ST STREET, STORY, STEAM, SEDIMENT BTU BRITISH THERMAL UNIT EJ EXPANSION JOINT IMC INTERMEDIATE METAL CONDUIT OFCI OWNER-FURNISHED CONTRACTOR-INSTALLED STA STATION SEAM, SEDIMENT TRAP YHYD YARD HYDRANT sarisFacroRV ro oarE 06.13.2011 o BTUH BTU PER HOUR EL ELEVATION IN. INCH OH OVERHEAD, OPPOSITE HAND STD STANDARD ~ SHEET SEQUENCE IDENTIFIER oES DJF oRw DJF cHK LMB N BU BUILT-UP ELEC ELECTRIC, ELECTRICAL INCAND INCANDESCENT OP OUTLET PROTECTION STER STERILIZER BUR BUILT-UP ROOF(ING), BURIED ELEV ELEVATOR INCL INCLUSIVE OPNG OPENING STIF STIFFENER BW BOTH WAYS EM EXPANDED METAL INCR INCREMENT OPP OPPOSITE STIR. STIRRUP PROJECT SPECIFIC (1SORLI2 CHARACNERI~) BRASH°MANA~ER Cw/Pv C COURSE, CONVECTOR EMER EMERGENCY IND INDUCTION OS&Y OUTSIDE SCREW AND YOKE STL STEEL °C DEGREES CELSIUS EMT ELECTRICAL METALLIC TUBING INFL INFLUENT OVHD OVERHEAD STOR STORAGE G GENERAL F FIRE PROTECTION cHiEr ENC/ARCH C TO C CENTER TO CENTER ENCL ENCLOSE, ENCLOSURE INSTL INSTALL, INSTALLATION OZ OUNCE STR STRAIGHT, STARTER 6 > 2GI TWO GRATED INLET H HAZARDOUS MATERIAL P PLUMBING r~RE PROrECrioN C&G CURB AND GUTTER ENG ENGINE INSUL INSULATION, INSULATED, INSULATOR, P POLE, POWER, PUMP STRL STRUCTURAL L C&R CUT AND REPLACE ENGR ENGINEER INSULATING PA PIPE ANCHOR STRUC STRUCTURE ABC AGGREGATE BASE COURSE V SURVEY/MAPPING D PROCESS o a Q BB BEAM BOLSTER z ~ = z o CAB. CABINET ENT ENTERING TNT INTEGRATED, INTERIOR, INTEGRAL Pa PASCAL SUBSTA SUBSTATION BBU BEAM BOLSTERS UPPER B GEOTECHNICAL M MECHANICAL a Z o w CANTIL CANTILEVER ENTR ENTRANCE INTMD INTERMEDIATE PB PUSH BUTTON, PANELBOARD SUP SUPPLY o CAP. CAPACITY EOL END OF LINE INV INVERT, INVERSE PC POINT OF CURVE, PIECE SURF. SURFACE BEG BEGIN C CIVIL E ELECTRICAL ~ g ~ p BLVD BOULEVARD L LANDSCAPE T TELECOMMUNICATIONS ° ~ ~ a CAN CABLE TELEVISION EP EXPLOSION-PROOF, EDGE OF PAVEMENT IP IRON PIN, STORM DRAIN INLET PROTECTION PCC POINT OF COMPOUND CURVE, PRECAST SUSP SUSPENDED BRCS BEARINGS S STRUCTURAL R RESOURCE ~ - ~ v ~ CB CATCH BASIN, CIRCUIT BREAKER EQL EQUAL IPF IRON PIN FOUND, IRON PIPE FOUND CONCRETE SV SHEET VINYL, STEAM VENT CCN CLOSED CIRCUIT TELEVISION EQPT EQUIPMENT IR IRRIGATION PCP PRECAST CONCRETE PANEL SVCE SERVICE ~M VENT C CUT A ARCHITECTURAL X OTHER DISCIPLINES ~ ~ Z = z ° CD CEILING DIFFUSER, ROCK CHECK DAM ER EXISTING TO REMAIN ISOL ISOLATOR PCSP PRECAST CONCRETE SANDWICH PANEL SW SHORT WAY, SWITCH, SIDEWALK CAAP CORRUGATED ALUMINUM ALLOY PIPE I INTERIOR Z CONTRACTOR SHOP DRAWINGS w U Z ~ O .H, SIDEWALK / CI. CLASS Q EQUIPMENT 0 OPERATIONS z Q W o J CE CONSTRUCTION ENTRANCE ESMT EASEMENT J JOULE PD PRESSURE DROP SWBD SWITCHBOARD ~ CEM CEMENT E TO E END TO END JB JUNCTION BOX PED PEDESTAL SWGR SWITCHGEAR CTS CENTERS z LL ~ z CENT. CENTRIFUGAL EV EVERGREEN JC JANITOR'S CLOSET PEJ PREMOLDED EXPANSION JOINT SYMM SYMMETRICAL 6 CY CUBIC YARDS w Q ~ ~ CF CELLULAR FLOOR EW EACH WAY, END WALL JCT JUNCTION PF POROUS FILL SYS SYSTEM CFM CUBIC FEET PER MINUTE EWC ELECTRIC WATER COOLER JST JOIST P.F. POWER FACTOR T TREAD, TOP, TANGENT, TELEPHON C&G CURB AND GUTTER SPACE w Z~ z z Q .NT, TELEPHONE, THICKNESS Ds DESIGN SPEED CFS CUBIC FEET PER SECOND E.W.T. ENTERING WATER TEMPERATURE JT JOINT PG PIPE GUIDE, PAGE T&B TOP AND BOTTOM EXIST EXISTING COMMUNITY ~ ~ w ~ ~ W Q CG CORNER GUARD, CHANGE OF GRADE, EXC EXCAVATE, EXCAVATION K KEY OPERATED, KIP PH PHASE, PENTHOUSE T&G TONGUE AND GROOVE w CEILING GRILLE EXH EXHAUST KCM THOUSAND CIRCULAR MILS PI POINT OF INTERSECTION T&P TEMPERATURE AND PRESSURE )VE EOP EDGE OF PAVEMENT ROOM PRESSURE F FILL 213 ~ ~ J X ~ Q CH CABINET HEATER, CHORD EXP EXPOSED KCP KEENE'S CEMENT PLASTER PIV POST INDICATOR VALVE TAF TROWEL APPLIED FINISH INISH GDRS GIRDERS CHAM CHAMFER EXPN EXPANSION kg KILOGRAM PL, R PLATE, PROPERTY LINE TBM TEMPORARY BENCH MARK {OFACURB cl GRATED INLET FLOOR NUMBER~ZSPACE NUMBER Q ~ ~ a W ~ o CHBD CHALKBOARD EXST EXISTING kg/S KILOGRAM PER SECOND PLAM PLASTIC LAMINATE TC TIME CLOCK, TOP OF CURB Q CHEM CHEMICAL EXT EXTERIOR, EXTERNAL, EXTENSION kHZ KILOHERTZ PLAS PLASTER TDC TURNED DOWN CURB HK HOOK z U RB LBS POUNDS VERTICAL CURVATURE ELEVATIONS DETAIL Q a J CHIS CHISELED EXTN EXTENSION km KILOMETER PLATF PLATFORM TEL TELEPHONE CHKR CHECKER, CHECKERED F FUSED, FAN kN KILONEWTON PLF POUNDS PER LINEAR FOOT TEMP TEMPERATURE, TEMPERED, TEMPO 1PERED, TEMPORARY LIN LINEAR U ~ CI CAST IRON °F DEGREES FAHRENHEIT KO KNOCKOUT PLYWD PLYWOOD TER TERRAZZO CIP CAST IN PLACE, CULVERT INLET PROTECTION F&T FLOAT AND THERMOSTATIC kPa KILOPASCAL PNL PANEL TERM. TERMINAL 0 = CIRC CIRCULAR, CIRCUMFERENCE F TO F FACE TO FACE KSF KIPS PER SQUARE FOOT PNLBD PANELBOARD TFE TETRAFLUOROETHYLENE _ENE LRFD LOFD AND RESISTANCE FACTER DESIGN EXTER I O RN U M B E R Al NUMBER z W z CJ CONSTRUCTION JOINT FA FIRE ALARM KSI KIPS PER SQUARE INCH PNT PAINT, PAINTED TG TOP GRILLE NCDOT NORTH CAROLINA DEPT. OF TRANSPORTATION B 1 A-501 W ? O N CKT CIRCUIT FAB FABRICATE kV KILOVOLT POB POINT OF BEGINNING THERM. THERMOMETER ° CL, ~ CENTER LINE FABL FIRE ALARM BELL kVA KILOVOLT-AMPERE POL POLISH, POINT ON LINE THK THICK PCF POUNDS PER CUBIC FOOT Q PCG PRESTRESSED CONCRETE GIRDER 0 CLF CHAIN LINK FENCE FACP FIRE ALARM CONTROL PANEL kVAR KILOVOLT-AMPERE REACTIVE PPH POUNDS PER HOUR THKNS THICKNESS PERM PERMANENT A-201 SHEET WHERE DRAWN Z_ O ~ o CLG CEILING FC FOOTCANDLE, FAN COIL UNIT, FACE OF CURB KW KILOWATT PR PAIR THR THRESHOLD ° CLJ CONTROL JOINT FD FLOOR DRAIN, FIRE DAMPER kWH KILOWATT HOUR PRC POINT OF REVERSE CURVE TKBD TACKBOARD PGL PROFILE GRADELINE W ° ° CLO CLOSET FDC FIRE DEPARTMENT CONNECTION L LEFT, LENGTH OF CURVE, LONG PREFIN PREFINISHED TLSD TOP LINEAR SLOT DIFFUSER POT POINT ON TANGENT U ~ ~ DIFFUSER PRC POINT OF REVERSE CURVATURE INTERIOR z CLOS CLOSURE FDN FOUNDATION LA LIGHTNING ARRESTER PRESS. PRESSURE TMV THERMAL MIXING VALVE :ACNE PTS POINTS Al SECTION W W ~ ~ CLPR CALIPER FDR FEEDER LAB LABORATORY PRI PRIMARY TOC TOP OF CONCRETE ° CLR CLEAR FE FIRE EXTINGUISHER LAM LAMINATE PRL PARALLEL TOF TOP OF FOOTING 3 CLSD CEILING LINEAR SLOT DIFFUSER FEC FIRE EXTINGUISHER CABINET LAT LATITUDE, LATERAL PROP. PROPOSED TOS TOP OF STEEL SDMH STORM DRAINAGE MANHOLE NUMBER Q W a J Q Se SUPERELEVATION C 1 ~ m i CLSR CEILING LINEAR SLOT RETURN FES FLARED END SECTION LAV LAVATORY PROV PROVIDED TOT. TOTAL CM CENTIMETER FGL FIBERGLASS LB POUND P.R.S. PRESSURE REDUCING STATION TP TREE PROTECTION SUPER SUPERELEVATION B 1 ~ = J i CMP CORRUGATED METAL PIPE FH FIRE HOSE LCG LACING PRV PRESSURE REDUCING VALVE, POWER ROOF T.O.W. TOP OF WALL SY SQUARE YARDS A-401 A-201 z U~ ~ ° CMPSN COMPOSITION FHC FIRE HOSE CABINET LDG LOADING VENTILATOR TR TOP REGISTER, TOP OF RAIL CMU CONCRETE MASONRY UNITS FHYD FIRE HYDRANT LF LINEAR FOOT, LINEAR FEET PS PRESSURE SWITCH, PERMANENT SEEDING, TRANSV TRANSVERSE P OF RAIL TD TEMPORARY DIVERSION wo Q ~ ~ O TSD TEMPORARY SILT DITCH ~ LL z O ° CND CONDUIT FIG. FIGURE LG LENGTH, LONG POINT OF SWITCH TRTD TREATED ° CNDCT CONDUCTIVE FIN. FINISH LIQ LIQUID PSC PRESTRESSED CONCRETE TS TEMPERATURE STEEL, TIME SWITC CNDS CONDENSATE, CONDUITS FL FLOOR, FLASHING LKR LOCKER PSF POUNDS PER SQUARE FOOT SWITCH, TEMPERATURE SWITCI .L, TIME SWITCH, TAMPER W R WITH BLE DRAWING REVISION ~ Q a w z _RATURE SWITCH, THICKENED Y YES CO CLEANOUT, COUNTY FLEX. FLEXIBLE LL LIVE LOAD PSI POUNDS PER SQUARE INCH SLUDGE, TEMPORARY SEEDING DRARY SEEDING, TRAVERSE 1 a Q ~ ~ N C.O.G. CHANGE OF GRADE FLG FLANGE LLH LONG LEG HORIZONTAL PSIG POUNDS PER SQUARE INCH GAGE STATION 0 PREVISION NUMBER o z Z ~ i scA~E: AS NOTED w ° LIMIT OF REVISION EPRO~ECT N°.: 7ss5a2 WALL TYPE TAG °°NSTR. °oNTR. N°. 0 N40085-10-D-5313 A NAVrAC ~RawiNC No. w 12598667 WALL TAG sHEET 3 °r 305 Q SECTION LINE n~003 w WALL TAG LETTER ll 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a GONZALEZ BLVD CURVE DATA McHUGH BLVD CURVE DATA a 0 GO G 1 XC1 PI STA. = 8+88.09 PI STA. = 15+64.76 PI STA. = 14+62.85 DELTA = 32° 23' 50.8" (RT) DELTA = 35° 41' 39.6" (RT) DELTA = 26° 55' 46.0" (RT) D=9°57'52.1" D=5°43'46.5" D=4°05'33.2" '9T(,'y`/ L = 325.13' L = 622.98' L = 658.01' N~ T = 167.04' T = 321.97' T = 335.20' MC/~ R = 575.00' R = 1,000.00' R = 1,400.00' i,<;, vG D Ds =MATCH EXISTING Ds = 40 MPH Ds = 40 MPH o y e` V~• STq ~o Z 0 a ~ 00 A~ ~ c- a ~~'~0 J ~ U N O N~~ ~Q NSET q N ~o x ° m -G- PC STA. PC STA. 12+42.79 ~j OW ~ V~_-L, _ _ F - ~k ~ ~P GON7~`LER ESA i -G-13+45 ~ 0o G, gpUL N 21 ° 07' 0" E CL 00 s~ - 0 r 0 C o o- God ~ ~co SEA `J ~ e ~ O G~ o 1 t a _ ~ FV~F? ~ ,o '~R 4 ~ ~ ~ y ~ O O• ~ ~ q- I \ - N~ h ~ Q D fl A=COM o a ' } c~' `'IX AECOM TECHNICAL SERVICES, INC. ' ~ ~ 701 CORPORATE CENTER DRIVE, SUITE 475 - a~ \ < \ x ~ ~ RALEIGH, NC 27607 Y (919) 854-6200 www.aecom.com - 'o ~ s _ _ V A/E WFO 1 ~ APPROVED w i ~/1 FOR COMMANDER NAVFAC ACTIVITY ~ ENAE ~ESG~ Y ~ ~ PACKAGE SUBMITTAE m \ ~ snrisFncroRY To onrE 06.13.201 1 oES F&R ~Rw PTS cHK JWJ «PM~oM» CW~PV ~ BRANCH MANAGER '1 ~ ~ CHIEF ENG/ARCH FIRE PROTECTION B INSET A 11 J z_ ~z a B Q Z o ~ ~ J ~g¢ o o ~ c~ z~~ z o ~~z ~ O - o 11+27.65 zQ~ ~ - pC STA. ~ w w Z ~ ~ -X- PC STA. 1 ~ z > wQ w Z z _ -X- PT STA. 17+85.66 + ~zQ ~ W Q J t ~ W X ~ w ~ \ W Qo ~ m J Q Q ~ ~ w Z \ H Q z ~ - ~ ~ (n ~ ~ ~ Q 0 O ~ w " OC Q U ~ ~ O Z w _ BOU EVARD N 55° 35 20., W ---X- - m I' NI ~ J O w ~ O W O J Z ZI ~ m C~ D - z N z o _X_ POT STA. 10+00.00 w ~ ~n W O Qw Q qJ m ~ 10 w c = J m IV ~ Z o Q ~ O 2 -X- p0'F S~ . 19+73.68 - - - - - Z = GO ZALEZ BL D EXTENSION pR1N ~ ~ U r R wJO LJ o _ F SCALES 1"=50' ~QQ w H \ U z L-' Q Q ~ Q w 0 0 ~ o ~ ~ ooo, _ Q scA~E: 1 „=50' EPRO~ECr No.: 796542 ~ v" ~ coNSrR. coNrR. No. r o ~ I N40085-10-D-5313 o 50' 25' 0 50' 100' NAVFAC oRAwiNC No. ~o~ ~ 1"=50' 12598668 z~ sHEEr 4 of 305 ~~a GRAPHIC SCALES GR101 or_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a ~V o o~ O ~v~0•VQ w 0 V ~ x~~ ~ ~ ~ o O N N ~ ~ D ~ w ~ w _ u~ Z 0 w a °w M ~ ~ o N ~ ~ 2~` o O O + O -TT- PC STA. 16+29.98 M Q H c-> r ; ` ~ B-s B-1 B-2 ~ Z~'" -G- 18+52 B-9 CL -~G± 23+52 -G-27+15 z -G-28+76 J CL CL 0° N ~ -G- GONZALEZ BOULE ARD N 56°' ' 10" E W J Q N Z \ C m O N ~ SEA w L z 4 -T P STA. 15+24.95 J _ 2 ~COM U AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 ~ n ~ ~ RALEIGH, NC 27607 6~ ~n 11\\ ~ (919) 854-6200 www.aecom.com } ~ ltl 1 1 A/E WFO vvv APPROVED O ~ O F O v~ FOR COMMANDER NAVFAC N a ncrivin 100 EINAE DESIGN 'i0 PACKAGE SUBMITTAE m ~ snTisFncTORY To onrE 06.13.201 1 i Z~ Tq J oES F&R ~Rw PTS cHK JWJ ~x0 «PM~oM» CW~PV m BRANCH MANAGER CHIEF ENG~ARCH FIRE PROTECTION ~ ~ MHz a B B ~ GONZALEZ BLVD J _ Q Z o z ~ ~ J CURVE DATA TTB-3 ~ o ¢ ° ~ G 1 -G 13+00 ~ ~ ~ = z ~ ~ PI STA. = 15+64.76 CL wiz ~ O wQ~ ~ DELTA = 35° 41' 39.6" (RT) z w o ~~w Z ~ z~J D=5°43'46.5" wQ w Z z L = 622.98' Q Q wz~ ~ W T = 321.97' w J t W X ~ ~ R = 1,000.00' ~ W Qo - ~ m J \ Se = 0.05 'P \ - - J Q ~ ~ W z Q~ o Q 0 0 ps = 40 MPH ~ z ~ w " OC Q TANK TRAIL CURVE DATA ~ U O TT_C1 TT_C2 TT_C3 j ~ PI STA. = 12+97.07 PI STA. = 14+66.75 PI STA. = 17+ 1.20 ~ \ z W DELTA = 74° 10' 57.8" (RT) DELTA = 34° 25' 07.0" (LT) DELTA = 65° ~7' 58.8" (LT) ~ \ w ~ O D = 28° 38' 52.4" D = 28° 38' 52.4" D = 22° 55'5.9" cb~O z O J r`X~~ s~Q z ~ z R L = 258.95' L = 120.14' L = 286.x' T=151.21' ' T=61.95' T=16}.22' o R = 200.00' R = 200.00' R = 2go.flo' w N ~ ,~P• GL W o S~ = O.Q2 'P Se = 0.02 'P Sep 0:02 'P , Ds = 15 MPH Ds = 15 MPH gs ="15 MPFi ~ G~ ~ ~ w Q J m Q ~ m ~U~ ~ Z oQ o O A ~A ~ i o ~ z < < 57 w J o U r~ o ~QQ w ~J \ ~ > ~ Z ~ \ a DO ~ Q ~ ~ O~• °z~ ~ px scA~E: 1 ' = 50' GONZALEZ B ~lD E~`fENSION ~~~Q,. ~ EPRO~ECT No.: 796542 ~ SCALES 1"•50' \ coNSTR. coNrR. No. o~ N40085-10-D-5313 \ ~~Q~ 50' 25' 0 100' NAVFAC oRAwwc No. 1"=50' 12598669 ~o z~ f ~ SHEET 5 of 305 ~~a GRAPHIC SCALES GR102 or_o 1 2 3 4 V DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 D D 0 a U N w O N 0 C7 F- W [~\J 2 ° ~ M O ~ d- ~ r W W o Z m + O O O z N C C O M rn SEA H N 0 B-4 ~ -G- 32+55 B-6 o A=COM m CL -G- 35+67 ~ AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com N CL w A/E WFO APPROVED J B-3 N 56° 49' 10" E O C 30+75 -G" NZALEZ BOULEV B-5 Z Z BOULEVA p FOR COMMANDER NwFAC ~ -G-34+06 ACTIVITY ~ ENAE ~ESG~ ~ PACKAGE SUBMITTAE W 13' RT z ~ snrisFncroRY To onrE 06.13.201 1 B_'~ O ~ oES F&R cRw PTS cHK JWJ CI) «PM~oM» CW~PV z -G- 41 +17 U ~ C L m BRAN~H MANA~ER rn cwEF EN~,ARCH FIRE PROrECrioN _ ~~z Q B ~ ~ B JZ ~ ~ J m ~z° m ~g¢ o o ~ ~ Cn z~° Z z G1 ~~z p wQ~ z w o z~J ~ " ~ w Z C~ ~ ~Q~ w Z z Q GONZALEZ BLVD ~ J t U W ~ w CURVE DATA X LLJ 0 ~ z m ~ G 2 J ~ W z ~a~ P I STA. = 43+76.40 O DELTA = 21 ° 39' 48.9" (LT) z ~ ~ ~ Q D=3°28'20.9" Q v L = 623.87' ~ ~ O T=315.70' z_ J ~ R = 1,650.00' ~ ti Se = 0.04 w O O 0 2 Ds = 40 MPH z ~ ~ ~ z z N - w ~ 0 W o Qw Q qJ m °O N = J ~ Z o Q ~ O A ~ ~ U r R cz~JO LJ o ~ GONZALEZ BLVD EXTENSION ~QQ w H \ U z L-' SCALES 1"•50' Q Q ~ Q w 0 0 ~ U scA~E: 1 „=50' EPRO~ECr No.: 796542 coNSrR. coNrR. No. ~o` N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. b 1"=50' 1 2598670 z~ sHEEr 6 of 305 ~~a GRAPHIC SCALES GR103 or_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 HEET GR113 NE S MATCHLINE SH ' D off;` ~E , O ,~,A D ~ o~. s~~9 s Z ~X8 ~s w 9 " 0 •A Off. S~q `S3X 9~ 7~ o~ 7~ N~ ~ ~ ~ Cj I ~ w r ~ ~ ~ o N~ . ; ~~ti C 1 . ; , SEAS ~ t. IrT~ } 1' ~ .6' t, 35 p9 2~~ ~ A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 v RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E WFO APPROVED v o FOR COMMANDER NwFAC ACTIVITY ~ ENAE ~ESG~ z ~ ~-Y ~ , PACKAGE SUBMITTAE + -G- 46+19 snrisFncroRY To onrE 06.13.201 1 o C~ oES F&R cRw PTS cHK JWJ «PM~oM» CW~PV ~ ~ o BRANCH MANAGER CHIEF ENG~ARCH N FIRE PROTECTION B m t J z ~z a B Q Z o ~ ~ J ~ ~g¢ o o _ ~ c~ zoo z m ~i ~~z O wQ~ ~ z w o ~ww Z ~ z~J c~ ~ • wQ w Z z ~ ~F~ Q Q wz~ ~ W w J t W X ~ W Qo ~ m J F. QQ~ ~ W z Q 0 O Q z ~ w " OC Q U O z W GONZALEZ BLVD ~ J O CURVE DATA w ~ O G 2 G 3 W O J Z 2 PI STA. = 43+76.40 PI STA. = 51+76.13 ~ m C~ DELTA = 21 ° 39' 48.9" (LT) DELTA = 36° 01' 11.8" (LT) z N z o D=3°28'20.9" D=8°00'48.2" w ~ L = 623.87' L = 449.50' W O Qw Q qJ m T = 315.70' T = 232.46' °O N = J R = 1,650.00' R = 715.00' ~ Z o Q ~ O o A Se = 0.04'/' Se =MATCH EXISTING Ds = 40 MPH Ds =MATCH EXISTING ~ ~ U r R cz~JO LJ 0 ~QQ w H \ U z L-' Q Q ~ Q w 0 0 ~ scA~E: 1 „=50' GONZALEZ BLVD EXTENSION EPRO~ECr No.: 796542 ~ SCALES 1"•50' coNSrR. coNrR. No. o~ N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. 1"=50' 12598671 z~ sHEEr ~ of 305 ~~a GRAPHIC SCALES GR104 or_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 1 a 0 N D ~ N D c~ o ~ a U W N o n W N ti 6x°~,~ / ti ~ W 'N W o ~ ~C°'~P• ~ O cfl ~ ~ ~ \ eo O N 1 Z \ \ _TT2_ O_ a H N \ H NK~~`` 2 ~ C a ~ N C N 2 ~ TTB-8 SEA _ _ TT2 19+53 ~ o TTB-7 CL ~ _ c?A ~ N -TT2- 18+53 z ~CQM TTB-1 CL ~ -TT- 24+00 spy TTB 6 AECOM TECHNICAL SERVICES, INC. W 701 CORPORATE CENTER DRIVE, SUITE 475 CL `lh \ > TT2 16+91 RALEIGH, NC 27607 Z (919) 854-6200 www.aecom.com CL J = A,E ~NFo T~B- APPROVED 5+38 U ~ CL Q FOR COMMANDER NwFAC \ ACTIVITY ~ ENAE ~ESG~ PACKAGE SUBMITTAE ~ ~ ~ ti snrisFncroRY To onrE 06.13.201 1 oES F&R cRw PTS cHK JWJ TTB-4 «PM~oM» CW~PV ~P -TT2- 12+81 BRANCH MANAGER ~ CHIEF ENG~ARCH CL FIRE PROTECTION B ,9 .ti9~ J z Q Z o ~ ~ J ~g¢ o o ~o= ~ ~ ~T~ ~3 zoo z 2 ~~z O wQ~ ~ z w o ~ww Z ~ z~J wQ w Z z Q Q wz~ ~ W w J t W X ~ W Qo ~ m J TTB-2 ^6`~6 \ QQ~ ~ W z -TT- 20+50 ,~e" Q 0 O Q z ~ w " OC Q U Q'~ ~~XpO~ O ;C~" z W ~ J O w ~ O o ~O ,~O W O J Z ~ m C~ ~~P,~p`~ z N z 0 w ~ G o W O Qw Q J m ~ ~ °O ` 5 GON P ~ Z GONZALEZ BLVD EXTENSION =J U r R ~v SCALE 1" o SCALE 1"=50' ~ ~ z ~ O cz~JO LJ U P~G,~~. ~QQ w H \ U z L-' Q Q ~ Q w 0 0 ~ scA~E: 1 „=50' EPRO~ECr No.: 796542 coNSrR. coNrR. No. ~~,os N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. 1"=50' 1 2598672 sHEEr g of 305 GRAPHIC SCALES GR105 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 w c~ D D '~v' 0 yN a U N w O N \ N °o. ~ h o ~~h ~ `t- ti~X~ ~ Z TASK '~~~P ~i TR9/~ 2 ~~;Q ~cA ' TTB-9 c' -TT2- 23+92 CL C ~2 C SEAL ~ - M M ~2 S> o As~~,~ TTB-10 A=COM -TT2- 26+54 701 CORPORATE CENTER DRIVE, SUITE 475 1 M AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 ~ (919) 854-6200 www.aecom.com - ~y~ A/E WFO APPROVED GS~P' Q ,L FOR COMMANDER NwFAC ACTIVITY ~ ENAE ~ESG~ + (n PACKAGE SUBMITTAE TTB-11 M snrisFncroRY To onrE 06.13.201 1 w oES F&R ~Rw PTS cHK JWJ -TT2- 27+ d «PM~oM» CW~PV \ CL O BRANCH MANAGER ~ a CHIEF ENG~ARCH N TTB-12 o F~RE PROrECr~oN k -TT2- 33+00 Q z o z B CL ~g~ J o ~ M ~ ° Z " ~ z~° Z z O ~~z ~ p wQ~ ~ H ~ww ° ~ -TT2- N 55° 3' 02" E Q ~ a Q w Z z ~ wz~ ~ W Q J t ~ W X ~ w ~W Qo ~ m J J Q w Z JQ~ - Q 0 0 Q o z ~ w " OC Q ~ o~ Q ~ ~ ~ ~ o Z ~ J O c / Q w ~ O ~ w O J o W ~ m c~ Z z N z w o 2 QW ~ J m U ~ Q m Q ~ Z o ~ ~A 2 ~LLz ~ °a ~ O A U r R wJO LJ ~QQ w H \ U z L-' GONZALEZ BLVD EXTENSION Q Q ~ Q w 0 0 ~ sc~uE~ r~•so~ scA~E: 1 „=50' EPRO~ECr No.: 796542 coNSrR. coNrR. No. e~_ T ~o,a`s N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. o 1"=50' 1 2598673 z~ sHEEr g of 305 GRAPHIC SCALES GR106 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a NOTE: TANK TRAIL 2 IS OUTSIDE OF THE SURVEY LIMITS. DESIGNS ARE BASED a ON AVAILABLE GIS INFORMATION. SURVEYS ° ARE CURRENTLY UNDERWAY. THE DESIGN OF THE BIRCH STREET WATER LINE IS BASED ON THE DRAWINGS FOR FY09 BACHELOR ENLISTED QUARTERS FRENCH CREEK P-1017 P-1047 D D -rT2- Por srA. 51+06. 1 0 a U N ° 50 -rT2- PT STq 49+ 46.82 -TT2- PRC STA. 47+94.23 ~ o _ C ~ _ ~ A~c~ SEAS s M - - ~9 v~ i \ x~ T -15 ~CQM ~ 1 SAS j - T - 48+52 L AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E WFO APPROVED TTB-14 ~ =TT2- 42+11 FOR COMMANDER NwFAC ~ CL ACTIVITY ~ ENAE ~ESG~ H TNT PACKAGE SUBMITTAE w x M__--------- _ x - a o snTisFncTORY To onrE 06.13.201 1 z ~ oES F&R cRw PTS cHK JWJ cn - «PM~oM» CW~PV BRANCH MANAGER w CHIEF ENG~ARCH ~ TTB-~ 3 -TT2- PC STA. 37+52.27 FIRE PROTECTION -TT2-37+00 B o C~ J z ~z a B ~ Q Z o ~ ~ J o N -capa~ \ , y \ ~ ~ ~g¢ o o . P o ~ c~ zoo z 0 ~~z O wQ~ ~ M TT2- z w o ~ww Z ~ z~J Z wQ w Z z Q Q wz~ ~ W 0 N 55° 34' 02" E w J t W X ~ H W Qo ~ m J a QQ~ ~ W z Q 0 O Q z ~ w " OC Q N U J O Q z W ~ J O w ~ O W O J Z 110 ~ m C~ z J T GR z N z a Mp,TCH~WE SEE SHEE o ~ w ~ W O Qw Q qJ m W z °O N = J ~ Z o Q ~ O o z ~A J U ~ ~ U r R cz~JO LJ o, ~QQ w H \ U z L-' Q Q ~ Q w 0 0 ~ ~ GONZALEZ BLVD EXTENSION scA~E: 1 „=50' SCALES 1"•50' EPRO~ECT No.: 796542 coNSTR. coNrR. No. e~ ~ \ goo- N40085-10-D-5313 50' 25' 0 5 100' NAVFAC oRAwiNC No. o 1"=50' 1 2598674 SHEET 10 of 305 z~ ~~a GRAPHIC SCALES GR107 or_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINGE SINGE SINGE BORING LOG BORING LOG FROENLING & RDIERT$ON, INC. FROENLING ~ ROBERTSDR, INC. BORING LOG FROEIILING ~ ROBERTSON, INC. ENGINEERING ~ ENVIRDNMENTAL ~ GEOTECHNICAL ENGINEERING ~ ENVIRONMENTAL ~ GE4TECHNICAL ENCaINEERING ENVIRONMENTAL • GEDTECHNICAL m m ReportNo.: 66M-O1G3 1881 Date: March 2011 R~-portNo.: 6GM-41b3 1$81 Date: March 2011 Report No.: 6GM-41G3 1 gg 1 ~ Date: March 2411 Ghent: AECOM ch~n,t: AECOM clip-~1t: AECOM Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Total , Total , Project: Gonzalez El~d. Extension, Camp Lejeune, NC _ Boring No.: B-1 (1 of 2) D th 90A Elev: $.9ft f Location: -C- 27+15 Centerline Boring No.: B-1 (2 of 2} D~ th 90.0 Elcv: 8.9ft f Location: -C- 27+15 Centerline Boring No.: B-2 {1 of 2} D°t tj1 94.4' Elev: 8.5ft f Location: -G- 28+76 Centerline Type ofBoring: Mud Rotary Stared: 2!1111 Completed: 211111 Driller: D. Tignor Typc ofBoring: Mud Rotary Started: Zlllll Complct~d: 211111 Driller: D. Tignor Type of Boring: Mud Rotary Started: 1127111 Colnplet~: 1127111 Drills'r: D. Tignor Depth DESCRTPTIONOFMATERIALS Sample Sample NValue Depth DESCRTPTIONDFMATERIALS ~Samplc Sa~nplc NValuc Depth DESCRIPTIQN (7F MATERIALS ~ Salnplc Salnplc N Value Elevation (feet) Classification Blows Depth (hlowslft) REMARKS Elc~ration (feet) Classification Blows D~~,th (hlowslfl) REMARKS ~ ) feet ~ ) feet Ele~,ration (feet) {Classification) Blows Df.~th (hlowsl ft) REMARKS • ' SURFICIAL ORGANIC SOIL: Brown, silty fine WOH-2-5 D•D GROUNDWATER DATA: SS.D SURFICIAL ORGANIC SDIL: Dark brown, silty tint 1~-8 0.0 GROUNDWATER DATA: • ~ ~ SAND, with roots. 7 24 Hrs.: 1.1' inside PVC b.9 2.0 SAND, with roots. 12 24 Hrs.: 2.5' inside PVC ~ Loose, moist, tun, sli tl silt tint SAND {SP-SM), 10-14-17 ~Y Y Medium dense, moist, tan, slightly silty tint SAND 10-9-9 3.5 ~ i 55.5 ~ Medium dcnsc to dcnsc, wet, tan, slightlysilty tint 6-10-14 19-27-30 57 5.0 3.5 { SP-SM). 5-b-7 3.5 18 43 4.2 ; ; Medium dense, rnoist, dark brown, silty tint SAND 5.0 SAND SP-SM . 5.D 60.D ( ) 2.9 6.0 24 Medium dcnsc, saturated, orangish-tan to tan, silty 5-5-5 6'S 2.0 {,5 (SM), with picccs ofwacxl. b.5 13 -53.1 62,0 : , • tint SAND (SM). 1 ~ , ; Dense to very dcnsc, saturated, gray, slightly silty fine Medium dense, saturated, tan, slightly silty tint 4-3-2 SAND SP-SM . 63.5 3-5-5 ( ) 12-17-27 44 ' SAND (SP-SM), with picccs of wcx~d. 5 10 1D.D 65.0 ' Lcx~se to very lcx~se, saturated, tan to grayish-tan, silty 2-2-1 SEAL tint SAND (SM). 1D.D 3 -4.1 13.0 Ver loose saturated ra ish-tan silt tint SAND 13.5 65.5 Y , g Y Y 1-1-2 3 30-32-34 b6 1-1-0 13.5 1 ~ (SM). ls.D 7o.D 15.0 A=COM -8.1 17.0 -8.5 17.0 AECOM TECHNICAL SERVICES, INC. Very loose, saturated, grayish-tan, slightly silty tint ' SAND SP-SM . 15.5 73.5 LU05C, Saulratcd, ararl lsh-tall, CCCT1CI7tCd Sllt SAND 701 CORPORATE CENTER DRIVE, SUITE 475 g y RALEIGH, NC 27607 & SHELLS (Shell RaclsJLimcstanc) (SM-GM}. 1-3-2 18'S 5 Driller noted harder drilling X919>asa-s2oo www.aecom.com ( ) 1-0-1 1 11-23-25 48 2D.D 75.0 2D.D from 18.5'-22.0' A/E INFO -13.1 22.0 -13.5 22.0 APPROVED Medium dcnsc, saturated, light gray, ccmcntcd slightly Medium dense, saturated, gray, slightly silty tint silty SAND & SHELLS (Shell RocklLimestonc) 23.5 75.5 4-6-7 13 21-337 8p SM~}M . ' SAND (SP-SM}. 10.9.4 23.5 18 ( ) 25.0 ; SD.D 25.0 FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN -18.1 27.0 Medium dcnsc, saturated, grayish-tan to tan, slightly PACKAGE SUBMITTAL ~ silt tint SAND (SP-SM). 25.5 53.5 Y 7-10-11 2i 16-15-21 3g (~-9-12 28.5 21 30.D r ~ ~ SS.D 30.0 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW CLB CHK JWJ -78.1 s7.a Mcdmm dcnsc, saturated, gray, ccmcntcd silty SAND «PM/DM» CW/PV 33.5 • ; ~ & SHELLS SM . 55.5 5-9-11 2p ( ) 19-14-9 23 5-8-12 33.5 20 BRANCH MANAGER 35.D -81.1 90.0 35.0 CHIEF ENG/ARCH Boring Terminated at 90.0 foot. FIRE PROTECTION -28.1 37.0 ~ ~ . 28.5 37.0 Medium dense, saturated, gray, cemented silty SAND Driller noted harder drilling ~ Z ~ z B Mcdmm dcnsc, saturated, grayish-tan, ccmcntcd slightly silty SAND & SHELLS (Shell 1D-9-13 35'5 J & SHELLS (Shell RocltlLimcstonc) (SM-GM). 18-11-12 38.5 23 tram 37.0'1.0' ~ ° O RoclclLimcstonc SM~M . 22 ) ( ) 4D.D og~ Q Q G 4a.a ~ o ~ a ~ -32.5 41.0 zoo O -33.1 42.0 Medium dense to dense, saturated, gray, slightly silty ~ = Z k ~ , ~ Medium dcnsc, saturated, gray, slightly silty fine ~ u ' tint SAND (SP-SM). w V z ~ O 0. ~ SAND (SP-SM). 43.5 a a 9-9-10 19 0. zaw 4-6-8 43.5 14 ~ ~ w z 45.D 45.0 w Q o_ Z a ~ w w w u ~ ~ e w a tl G C n ~z~ w W 45.5 7-12-15 3Q - u 8-16-21 48.5 37 ~ ~ m J X ~ ~ ~ SD.D ~ 50.0 QQa ~ W Q 0 cn -43.1 52,0 - z' Mcdmm dcnsc to very dcnsc, saturated, gray, z' z~o U ~ ~ ccmcntcd silty SAND & SHELLS {Shell 9.5.15 53.5 ~ z 53.5 ~ Q ~ ~ ~ ; 3-7~ 13 ~ Q n Rcx;ldLimestonc SM{iM . 23 G C n ~ w ~ ~Numher of blows required fora 140 Ih automatic hammer dropping 30" to drive 2" D.D., ] .375" LD. split-spoon sampler in successive 6" increments. ~Numhc~r of blows required fora 140 lb automatic hurnnc~r dropping 30" to dri~~; 2" D.D.,1.375" LD. split-spoon sampler in succcssil~c incrc~rncurts. The sum of the second and third increments of penetration is termed the Standard Penetration Test value, "N". The sum of the second and third incrc~rncurts of pcurctration is tcnncd the 5tu~dard Pel1etratl0n Tcst v~aluc, "N". ~Num6cr of blows required fora 140 l6 automatic Ilalrnncl-dropping 30" to driti~ 2" (7.D., 1.375" I.D. split-spoon salnplcl- in successi'4~ 6" iner~~ln~~llts. T71c sum of the second and third incrc~InL~llts of pl~lletratian is tcrlncd the Standard PL~Iletratian Test ti~lue, "N". Z J Z c U W ~ ~ z O m 0 w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 QO °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: N.T.S. 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ N40085-10-D-5313 o N ° ~ NAVFAC DRAWING N0. o ~ ~ ~ O ~ 12598675 ~ W ~ . SHEET 11 OF 305 (~Q~C~ GR108 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINGE SINGE SINGE BORING LOG BORING LOG FROENLING & RDIERT$ON, INC. FROENLING ~ ROBERTSDR, INC. BORING LOG FROEIILING ~ ROBERTSON, INC. ENGINEERING ~ ENVIRDNMENTAL ~ GEOTECHNICAL ENGINEERING ~ ENVIRONMENTAL ~ GE4TECHNICAL ENCaINEERING ENVIRONMENTAL • GEDTECHNICAL m m R~-port No.: 66M-Olb3 1$s t Datc: March 2011 Report No.: 6GM-Olb3 1$81 Datc: March 2011 Report No.: 6GM-41G3 1 gg 1 ~ Date: March 2411 Chat: AECOM Ch~ntt: AECOM clip-~1t: AECOM Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Total , Total , Project: Gonzalez El~d. Extension, Camp Lejeune, NC _ Boring No.: B-2 (2 of 2) D~ th 90A Dcv: $.Sft f Location: -C- 28+76 Centerline Boring No.: B-3 (1 of 2} D~ th 100.0 Elcv: 3.6ft f Location: -C- 30+75 Centerline Boring No.: B-3 {2 of 2} D°t tj1 144.4' Elev: 3.Gft f Location: -G- 34+75 Centerline Type ofBoring: Mud Rotary Started: 1!27111 Cotnplcted: 1127111 Driller: D. TYgnor Typc ofBoring: Mud Rotary Started: 213111 Cotnplct~d: 213111 Driller: Mactec Type of Boring: Mud Rotary Started: 213111 Coinplet~: 213111 DriliL~r: Mactec Depth DESCRTPTIONOFMATERIALS ~ Satnplc Sample NValue Depth DESCRTPTION~FMATERIALS ~ Sample Satnplc NValuc Depth DESCRIPTIQN (7F MATERIALS ~ Sainplc Salnplc N Value Elevation (feet) Classification Blows Dc-pth (hlow~s~fl) REMARKS Elevation (feet) Classification Blows D~~,th (hlowSlfl) REMARKS ~ ) feet ~ ) feet Elegyration (feet) {Classification) Blows Df.~th (hlowsl ft) REMARKS 55.4 MUCK: Very sail, saturated, hlaclc & dark gray, W R-WOR-W R 0.4 WOR - wt. of rods - Dcnsc to cry dcnsc, saturated, gray, slightly silty tint 55.0 cla c SILT (OL), with roots, wand & fibrous _ _ l •5 WOR WOH - wt. of hammer Y Y W RWORW R SAND {SP-SM). organics. -50.0 58.5 55.5 Dcnsc, saturated, a , cemented silt SAND & 31-19-15 37 W H-WOH-W H WOR ~Y Y 16-20-21 58'5 41 • SHELLS Shdl RacldLimostono SM . 64.4 -1.4 5.0 5.4 ( ~ ( ~ Vcr loose saturated darkbrown vc silt tint 60.0 Y ry Y 6.0 WOH _ : • SAND (SM), with mats & organics. 3-2-1 53.5 62,0 Very dcnsc, saturated, gray, slightly silty Lino SAND 7.5 3 C (SP-SM). 63.5 5.5 9-23-25 5i OH-WOH- 15-17-18 63.5 35 SEAL 2 65.4 1D.4 65.D -7.4 11.0 Medium dcnsc, saturated, li t a , ecmentcd silt ~~Y Y lint SAND & SHELLS (Shell RochlLimestanc) 65.5 SM-GM . 13.5 17-26-26 52 ~ ( ) 5-7~ 13 17-26-33 68'5 59 = 74.4 15.4 -12.4 1b,0 . 70.0 ~COM Medium dcnsc, saturated, fight gray, slightly silty lmc AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 SAND (SP-SM). 73.5 15.5 RALEIGH, NC 27607 15-31-35 69 6-6-5 14 2.0-23-26 73.5 4~ (919)854-6200 www.aeCAm.COm 75.4 2D.4 75.D A/E INFO -73.4 77.0 APPROVED Medium dcnsc, saturated, gray, slightly silty tint 75.5 23.5 2D-29-35 64 6-5-9 17 ' SAND {SP-SM}, with tint shell fragments. 6_6_9 78'5 15 ; SD.4 25.4 Sa.a FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN -73.5 82.0 Dcnsc, saturated, gray, slightly silty fine SAND PACKAGE SUBMITTAL (SP-SM). 53.5 25.5 141515 33 3~~i 10 4-7-9 83.5 1 ~ SS.D 30.D 85.0 SATISFACTORY TO DATE 06.13.2011 -28.4 32.0 Laase to dcnsc, saturated, light gray, silty SAND Driller Hated harder drilling at -83.4 87.0 DES F&R DRw CLB cHK JWJ Dcnsc to cry dcnsc, saturated, gray, slightly silty tint «PM/DM» CW~PV 55.5 ~ SM with Shell RaeldLimestanc la crs. 33.5 32.4', 35.4', 39.4' & 42.4' 15-13-19 32 ( Y 6-5-5 16 to rncdium SAND (SP-SM), with tint shell fragments. 19-21-24 5 45 BRANCH MANAGER -81.5 90.0 35.4 90.0 CHIEF ENG/ARCH Baring Terminated at 90.4 feet. FIRE PROTECTION 35.5 - ~z a B QZo z 3~-5 g - 14-27-5015" 93.5 5015" o g ~ ~ 4D.4 Q Q G 94.9 ~Q~ Q 0 0' U ~ ~ 0 7 ~ ~ e ~ ~ z z L k ~c u ~Uj 0. a 43.5 a 10-14-15 32 0. zaw 27-374 98.5 81 Z LL. J z -41.4 45.0 4s.4 Loose to medium dcnsc, saturated, light gray, silty -96.4 100.0 w ~ Z )Baring Terminated at 100.0 feet. Q Q w ~ ~ : • SAND SM ,with tract shell fro menu. c ( ) g w tl G C n J t U w W 45.5 4-3-5 8 - LL.I u ~ Q m J X ~ ~ ~ 50.4 ~ Q Q ~ ~ W Q o a 0 (n Z U - - ~ w U ~ ~ O z z z 53.5 z ~ ~ 5-5-1D Ig z tl G C U~ J n ~ W ~ ~Numh~~r of blows required fora 140 Ih automatic hatnme~r dropping 30" to dri~~; 2" C].D., ] .375" LD. split-spoon sampler in successi~~ 6" incr~~tne~nts. ~Numhe~r of blows required fora 140 lb automatic hatrnne~r dropping 30" to dri~~; 2" D.D.,1.375" LD. split-spoon satnpl~~r in successil~e incre~rneutts. The sum of the second and third iner~~rncutts of pcrtetration is tcu7ncd the Stutdard Pcvtctration Test value. "N". The sum of the second a~td third inerc~rncutts of pcutetration is tcrincd the Sta~tdard Pel1etratl0n Test value, "N". ~Nuin6cr of blows required fora 140 l6 automatic Ilalnlnl'1' dropping 30" to driti~ 2" (7.D., 1.375" I.D. split-spoon sainplL~- in successi'4~ 6" inerL~nL~1ts. T71c sutra of the second and third incrc~nL~lts of pl~letratian is tL~ncd the Standard Pl'lletrat1O17 Test ti~lue, "N". Z J Z c W ~ ~ z O m 0 w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ coop N40085-10-D-5313 ~~`~o NAVFAC DRAWING NO. o ~ ~ ~ ~~o~ 12598676 ~WW. SHEET 12 of 305 ~Q~c~ GR109 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINGE SINGE SINGE BORING LOG BORING LOG FROENLING & RDIERT$ON, INC. FROENLING ~ ROBERTSDR, INC. BORING LOG FROEIILING ~ ROBERTSON, INC. ENGINEERING ~ ENVIRDNMENTAL ~ GEOTECHNICAL ENGINEERING ~ ENVIRONMENTAL ~ GE4TECHNICAL ENCaINEERING ENVIRONMENTAL • GEDTECHNICAL m m R~-port No.: 66M-Olb3 1$s t Datc: March 2011 Report No.: 6GM-41b3 1$81 Datc: March 2011 Report No.: 6GM-41G3 1 gg 1 ~ Date: March 2411 Chat: AECOM Ch~ntt: AECOM Clip-~1t: AECOM Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Total , Total , Project: Gonzalez El~d. Extension, Camp Lejeune, NC _ Boring No.: B-4 (1 of 2) D~ th 100.0 Elcv: 4.9ft f Location: -C- 32+55 Centerline Boring No.: B-4 (2 of 2} D~ th 100.0 Elcv: 4.9ft f Location: -C- 32+55 Centerline Boring No.: B-5 {1 of 2} j°t tj1 94.4' Elcv: 4.7ft f Location: -G 34+46 13' Rt. ' TypcofBoring: Mud Rotary Started: 2!3111 Cotnplcted: 214!11 Driller: MacteC TypcofBoring: Mud Rotary 5tartcd: 213111 Cotnplct~d: 214111 Driller: Mactec Type of Boring: Mud Rotary Started: 212111 Completed: 212111 Drills'r: D. Tignor Depth DESCRTPTIONOFMATERIALS ~ Satnplc Satnplc NValue Depth DESCRTPTIONCFMATERIALS ~ Sample Satnplc NValuc Depth DESCRIPTIQN OF MATERIALS ~ Sample Sample N Value Elevation (feet) Classification Blows Depth (hlow~s~fl) REMARKS Elevation (feet) Classification Blows D~~,th (hlowSlfl) REMARKS ~ ) feet ~ ) feet Elc~,ration (feet) {Classification) Blows Df.~th (blows) ft) REMARKS Very loose, saturated, dark brown, silty tint SAND 1-1-2 D'D WOH - wt. of hammer SS.D 4.2 0.5 Vcry loose, saturated, dark brown, silty tint SAND WOH-1-2 0.0 WOH - wt. of hammer 3.4 l.a 15 -51.1 Sb.a , (SM-0L), with roots & fibrous orgames' WOH-1-1 3 Dcnsc, saturated, gray, slightly silty tint SAND {SP). 2 7 2 0 {SM-OL), with roots, wood & fibrous organics. 3 Vcr loose, saturated, dark ra , sli tl silt tint 3 Y g Y ~Y Y 3 1.7 3.0 Vcry loose, saturated, brown, slightly silty tint SA H-WON-W H 3.~ 55.5 SAND (SP-SM), with a black orgame silt (OL) layer 2.2.2 2 11-14-22 41 (SP-SM). WOH~-12 3'S WOH 0.2 4.5 Vcry sotf, saturated, dark brown, silty CLAY 5.0 from 3.5'x.5'. -0.1 S.a 5.D 60.0 Medium dcnsc to vc loose saturated a to tan 6.D 4 ry ' ~ Y 3-5-7 (CL-OL), with rcx}ts & organics. 16 slightly silty tint SAND (SP-SM). 7.5 12 S-5~ f~.5 -3 0 7 7 ~ Vcry soft, saturated, black, clayey SILT (OL} and 9 5.5 63.5 2-1-1 12-14-15 32 fibrous organics. -5.1 la.a 10.0 2 6s.0 Lcx~sc, saturated, brawn to grayish-brown, silty tint 2-1-1 SEAL ' SAND (SM). 1D.D 2 Medium dcnsc, saturated, light gray, siltyfinc SAND, with picas of c~emcnted sand & shells (Shill Ra;lrlLimcstonc) (SM-0M). Vcry loose, saturated, light brawn, ccmcntcd silty SAND & SHELLS (Shell Rcx:ldLimcstanc} (SM-GM}. 13.5 65.5 5-6-7 13 16-21-25 46 5-3 ~ 13.5 7 /'1~ ~O~ 15.0 70.0 15.0 -I1.1 16,a ; Medium dcnsc, saturated, light gray, slightly silty tint AECOM TECHNICAL SERVICES, INC. SAND (SP-SM). 15.5 73.5 pp p , 701 CORPORATE CENTER DRIVE, SUITE 475 -13 . C7 1(7.5 1 [].5 (919) 854-6200 LEIGH, NC 2760 aecom.com 5-6-5 14 19-20-26 46 Medium dcnsc, saturated, gray, silty tint SAND (SM). ~-10-17 2'7 20.0 75.0 -71.1 7b.a 2D.D A/E INFO Medium dcnsc saturated a silt tint SAND SM -17.1 22.a , ~ Y, Y ( APPROVED Medium dcnsc, saturated, gray, slightly silty fine with shell fragments. ~ SAND SP-SM . 23.5 75.5 { ) 6-10-13 23 6-5-7 IS 5-6-8 23.5 14 -20.1 25,a 25.0 SD.O Medium dcnsc, saturated, a ,silt tint SAND, with 25.0 FOR COMMANDER NAVFAC ~Y Y picas of cemented sand & shells {Shell ACTIVITY 100 FINAL DESIGN Ra;ldLimcstonc) (SM-0M). PACKAGE SUBMITTAL 25.5 53.5 4-7-13 2Q 6-6-5 14 8-14-14 28.5 28 30.0 55.0 30.0 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW CLB CHK JWJ -82.1 87.a ~ • • ; Dcnsc to very dcnsc, saturated, gray, silty tint to -27'3 32.0 «PM/DM» CW PV Dcnsc, saturated, gray, slightly silty tint SAND 33.5 medium SAND {SM), with shell fro mcnts. 55.5 7-11-14 ZS g 15-23-26 49 ' (SP-SM}, with ccmcntcd sand & shell scams. 13-17-16 33.5 33 BRANCH MANAGER 35.0 90.0 35.0 CHIEF ENG/ARCH -31.1 36.a FIRE PROTECTION : ; ; Dcnsc to medium dcnsc, saturated, ra , sli tl silt g Y ~Y Y -323 37.0 ~ H z Q to silty tint SAND (SP-SM), with tint shell fro menu. 35.5 43.5 - ; Medium dcnsc to dense, saturated, dark gray, slightly ~ Z ~ z silty tint SAND (SP-SM). ~_~_7 38.5 13 ~ g Q O g 5-7-4 1$ 17-20-24 44 - ~ U 40.0 o ~ a ~ 40.0 95.0 Q Q G ~ ~ ~ U O ~ o Z ~ ~ e ~ ~ ' ' z z = k ~c u ~Uz ~ wQ~ ~ 0. 43.5 a 95.5 a 11-21-19 4Q 34-s015 5015" 99.4 7-13-19 43.5 32 ~ lL ~ z 4s.D -45.1 100.a Boring Terminated at 100.0 feet. 45.0 w Q o_ Z a ~ w w w u ~ ~ e w a ^ ~z~ ~ W tl G C n -42.3 47.0 Medium dcnsc to very dcnsc, saturated, dark gray, J t , ~ 45.5 12-5-5 1 Q - silty SAND (SM), with ccmcntcd sand & shell scams. 7_8_10 48.5 18 ii 0 m ~ ~ ~ ~ SD.D ~ 50.0 QQa ~ W -4b.1 Sl.a Medium dcnsc, saturated, gray, cemented silty SAND - & SHELLS (Shell RocldLimestone) {SM-C1M). - z ~ Q z 53.5 z z ~ 23-12-12 24 ~ 8-25-37 53.5 62 ~ ~ Q J tl G C n w C~ ~Numh~~r of blows required fora 140 Ih automatic hatnmc~r dropping 30" to dri~~; 2" C].D., ] .375" LD. split-spoon satnplc~r in successi~~ 6" incr~~tnc~nts. ~Numhc~r of blows required fora 140 lb automatic hatrnnc~r dropping 30" to dri~~; 2" 0.0.,1.375" LD. split-spoon satnpl~~r in successil~e incrc~rncutts. The sum of the second and third iner~~rncutts of pcrtetration is tcu7ncd the Stutdard Pcvtctration Test value. "N". The sum of the second a~td third inerc~rncutts of pcutetration is tenncd the Sta~tdard Pel1etratl0n Test value, "N". ~Nuin6cr of blows required fora 140 l6 automatic hairnnL~- dropping 30" to driti~ 2" O.D., 1.375" I.D. split-spoon sainplL~- in successi'4~ 6" inerL~nL~1ts. T71c sutra of the second and third incrc~nL~lts of pl~lctratian is tL~ncd the Standard Pl'lletrat1O17 Tcst ti~luc, "N". Z J Z c 0 W ~ ~ z O m w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 QO °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ coop N40085-10-D-5313 ~~~o NAVFAC DRAWING NO. o ~ ~ ~ ~~o~ 12598677 ~WW. SHEET 13 of 305 ~Q~c~ GR110 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINGE SINGE SINGE BORING LOG BORING LOG FROENLING & RDIERT$ON, INC. FROENLING ~ ROBERTSDR, INC. BORING LOG FROEIILING ~ ROBERTSON, INC. ENGINEERING ~ ENVIRDNMENTAL ~ GEOTECHNICAL ENGINEERING ~ ENVIRONMENTAL ~ GE4TECHNICAL ENCaINEERING ENVIRONMENTAL • GEDTECHNICAL m m R~-port No.: 66M-Olb3 1$s t Datc: March 2011 Report No.: 6GM-41b3 1$81 Datc: March 2011 Report No.: 6GM-41G3 1 gg 1 ~ Date: March 2411 chat: AECOM Ch~ntt: AECOM clip-~1t: AECOM Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez El~d. Extension, Camp Lejeune, NC _ Boris No.: B-5 2 of 2 Total gU.U' Elcv: 4.7ft f Location: -C- 34+0613' Rt. Boris No.: B-6 1 of 2 total gO.U' Elcv: 10.7ft f Location: -C- 35+67 Centerline g ( } D~ th g ( } D~ th Boring No.: B-G {2 of 2} D°t tj1 94.4' Elev: 14.7ft f Location: -G- 35+G7 Centerline Type ofBoring: Mud Rotary started: 2!2111 Completed: 21ZI11 Driller: D. Tignor Type ofBoring: Mud Rotary started: 111ZI11 Cotnplet~d: 111ZI11 Driller: D. Tignor Type of Boring: Mud Rotary Started: 111ZI11 Coinplet~: 111ZI11 Drills'r: D. Tignor Depth DESCRTPTIONOFMATERIALS ~ Satnplc Sample NValue Depth DESCRTPTION~FMATERIALS ~ Sample Satnplc NValuc Depth DESCRIPTIQN (7F MATERIALS ~ Sainplc Salnplc N Value Elevation (feet) Classification Blows Dc-pth (hlow~s~fl) REMARKS Elevation (feet) Classification Blows D~~,th (hlowSlfl) REMARKS ~ ) feet ~ ) feet Elegyration (feet) {Classification) Blows Df.~th (hlowsl ft) REMARKS 55.0 SURFICIAL ORGANIC SOILS: Darlc brown, tint 1-1-2 0'0 GROUNDWATER DATA: 55.0 sand SILT, with roots & or anics. 3 24 Hrs.: 4.5' inside PVC -s2.3 s~.a s.~ 2.a y ~ -46.3 s7.a Medmm dcnsc to very dcnsc, saturated, gray, slightly ~ ~ Ver loose, moist, brown, silt tint SAND (SM), with 1-2-1 : Medium dense, saturated, gray, slightly silty t0 silty silt to silt tint to mcdmm SAND SP-SM . 58.5 7.2 3.5 y y 3.5 y y ( ) 11-15-21 3g , ~ roots. 2.2.2 3 • fine SAND (SM). 5~-10 58.5 16 60.0 Vcr loose to loose, saturated, tan, silt tint SAND 5.0 y y 4 60.0 (SP-SM). 6.5 Vcr loose to loose, saturated, tan silt tint SAND 2-2-3 y y 5 C 63.5 (SM). 16-21-26 47 2-1-2 9-9-17 63.5 SEAL 65.0 1D.0 3 65.D ' 68.5 -2.8 13.5 13.5 17-26-35 61 Very loose, saturated, tan, ecmental silty SAND & 2-1-2 3 10-13-19 68.5 3~ ~ ; 70.0 SHELLS (LirncstonclShcll Roclc)(GM), 15.0 70.0 A=COM _61.3 '7`L.a AECOM TECHNICAL SERVICES, INC. 73.5 18.5 Dense to very dense saturated gray Slightly Sllty fine 701 CORPORATE CENTER DRIVE, SUITE 475 7 7 7 RALEIGH, NC 27607 ' SAND {SP-SM). 16-19-23 73'5 42 cs,s>asa-s2oo www.aecom.com 22-386 84 1-1-1 2 75.0 2D.0 75.D A/E INFO APPROVED 78.5 -12.8 23.5 23.5 1D-10-12 22 ; Medium dcnsc, saturated, light gray, slightly silty fine 5-12-17 2g 19-28-30 78.5 58 SD.O SAND SP-SM . 25.0 ( ) sa.a FOR COMMANDER NAVFAC -71 3 82 a ACTIVITY 100 FINAL DESIGN Dense to medium dense, saturated, gray, silty fine PACKAGE SUBMITTAL 83.5 ~ ~ 28.5 10-16-27 43 6-7-8 15 • SAND {SM). 17-18-19 83.5 37 sS.D 3D.D 85.0 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW CLB CHK JWJ «PM/DM» CW/PV 88.5 33.5 30~2~8 ga 8-10-9 19 9-10-1 a 88.5 ~0 BRANCH MANAGER -85.3 9a.a 35.D -79 3 9a a CHIEF ENG/ARCH Burin Terminated at 90.0 feet. g BOrn]g Terminated at 9a.a feet. FIRE PROTECTION -27.8 38,5 38.5 - ~Ha a B Q Z z z ; Medium dcnsc, saturated, gray, slightly silty fine 9-14-14 28 - ~ ~ o ~g~ o SAND SP-SM with tract shell fro cuts. 4D.0 Q Q ( ~ G o U vJ 0 7 ~ ~ e ~ ~ z = L k ~c u wUz ~ w ~ _ Za~ w 0. a 43.5 a 9-4-13 22 0. ~w~ Z ~ w v: Z > J 45.D W ~ Z a ¢ W w w u ~ ~ e w tl G C n J t U w W 48.5 5-10-19 2g - LL.I X u ~ ~ m J ~ ~ 50.0 ~ ~ Q Q ~ ~ W Q o a 0 (n Z U -4i.3 s2.a ~ w U ~ ~ O z zl zl Dense, saturated, gray, ecmented silty SAND & z ~ ~ SHELLS (Shell RoclclLimcstonc)(SM-GM). 11-19-14 53.5 z 33 tl G C U~ J n ~ W ~ ~Numh~~r of blows required fora 140 Ili automatic hatnme~r dropping 30" to dri~~; 2" C].D., ] .375" LD. split-spoon sampler in successi~~ 6" incr~~tne~nts. ~Numhe~r of blows required fora 140 lb automatic hatrnne~r dropping 30" to dri~~; 2" D.D.,1.375" LD. split-spoon satnpl~~r in successil~e incre~rneutts. The sum of the second and third iner~~rncutts of pcrtetration is tcu7ncd the Stutdard Pcvtctration Test value. "N". The sum of the second a~td third inerc~rncutts of pcutetration is tensed flit Sta~tdard Pel1etratl0n Test value, "N". ~Nuin6cr of blows required fora 14~ l6 automatic Ilalnlnl'1' dropping 30" to driti~ 2" (7.D., 1.375" I.D. split-spoon sainplL~- in successi'4~ 6" inerL~nL~1ts. T71c sutra of the second and third incrc~nL~lts of pl~letratian is tL~ncd the Standard Pl'lletrat1O17 Test ti~lue, "N". Z J Z c U W ~ ~ z O m w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ °~o~w N40085-10-D-5313 o N ~ ~ ~ N O NAVFAC DRAWING N0. o ~ ~ ~ ~ ~ O ~ 12598678 ~ W ~ . SHEET 14 of 305 (~Q~C~ GR111 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINGE SINGE since BORING LOG BORING LOG FROENLING R ROBERTSON, INC. FROEIILING R ROBERTSON, INC. BORING LOG FROEIILING ~ ROBERTSON, INC. ENGINEERING ~ ENVIRONMENTAL ~ GEOTECHNICAL ENGINEERING ~ ENVIRONMENTAL ~ GEOTECHNICAL ENCaINEERING ENVIRDNMENTAL • GE~TECHNICAL m m Report No.: 66M-D163 1 gg 1 Datc: March 2D11 Report No.: 66M-0163 1 gg t Datc: March 2011 Report No.: 6GM-41G3 1 gg 1 ~ Date: March 2411 ~'11C11t: AECOM Cli~~1t: AECOM cliL-~1t: AECOM project: Gonzalez Blvd. Extension, Camp Lejeune, NC project: Gonzalez Blvd. Extension, Camp Lejeune, NC Total , Total , Project: Gonzalez El~d. Extension, Camp Lejeune, NC _ Boring No.: B-7 (1 of 1} D~ th 24.4 Elcv: 6.1ft f Location: -G 13+45 Centerline Boring Nc.: B-$ {1 of 1) D~ tl1 10.0 Elcv: 16.5ft f Lacatiall: -G-18+52 Centerline Boring No.: B-9 {1 of 1} D°t tj1 14.4' Elev: 17.1ft f Location: -G- 23+52 Centerline TypcofBoring: 3.25" )m HSA Started: 21$111 Co111plct~: 21$111 Dril?e~r: D. Tignor TypcofBorillg: 3.25" ID HSA Started: 218111 Complct~: 218111 Drine~r: D. Tignor Type of Boring: 3.25" ID H5A Started: 218111 Co]npletL~: 218111 Driller: D. Tignor D~~pt11 DESCRIPTION OF MATERIALS ~ Sa111p1c 5alnplc N Value D~~ptl1 DESCRIPTION OF MATERIALS ~ Salnplc 5unple N Value Depth DESCRIPTION OF MATERIALS ~ Sa]nplc Salnplc N Value Ele~~tion lfect) Classification Blows Death (blowslfl) REMARKS Elevation (fi:cl) Classification Blows Depth (blotm~slft) REMARKS ~ ) feet ~ ) feet Ele~,~ation (feet) (Classification) Blows Df.~th (hlowsl ft) REMARKS 'i . SURFICIAL ORGANIC SOIL: 0.2' PEAT over 0.4' 1-1-1 0•D 16.2 0.3 SURFICIAL ORGANIC SOIL: Dark brown, silty tint 1-3-3 0.0 SURFICIAL ORGANIC SOIL: Darlc brown, silty 1-1 ~ 0.0 5.5 0.6 . ; ; dark brown sit fine SAND with roots & or anics. 2 GROUNDWATER DATA: ~ SAND, with roots & or anics. 6 GROUNDWATER DATA: ' g 24 Hrs.. 2.D mslde PVC ~ 24 Hrs.. Drylcavc 7.D SAND, with roots & fibrous organics. 5 GROUNDWATER DATA: D Hrs.: 9.5' inside PVC V loose, wet to saturated, tan, sit fine SAND WOH - wt. of hammer ; ~ Loose, moist, tan, sli tl silt to silt tine SAND 1.5 ~ y y y 1.5 Loose, moist, tan, slightly silty tint SAND {SP-SM). 1.5 (SM), (SM). 15.1 2.0 Loose, moist to wet, light gray, slightly clayey silty 3~~ 2.0 8 2-1-1 2'0 3-3-2 2.0 2 5 tint SAND (SM). Bag Sample 1.0'-6.0' 2.6 3.5 2-1-1 3'S 3-2-3 3.5 Very loose, saturated, mottled tan & gray, silty clayey 2 5 4~-5 3.5 9 SEAL fine SAND {SC). S.D 5.D S.D -0.4 6.5 6.5 10.0 b.5 6.5 ~ g ~ y g g ys, y. ' ; Very loose, saturate gran ish-tan silt fine SAND W H-WON-W H WOH ; Loose, moist, li ht tan sli htl silt tmc SAND 3~~ ~ 14.6 6.5 Medium dense, wet, grayish tan, silty tint SAND 7-5-5 6.5 10 ~COM ' SM ,with cemented sand fro nts. ' (SP-SM). ( ) ~ (SM). AECOM TECHNICAL SERVICES, INC. S.D 8.D 7 1 Q ~.0 701 CORPORATE CENTER DRIVE, SUITE 475 J " v LOOSC, SatLl r~dtCd, C}rdngl5h-tan, Sllt Cla C t1nC SAND RALEIGH, NC 27607 y y y ~.5 (919)854-6200 www.aeCAm.COm -2.4 8.5 S.5 S.5 Very loose, saturated, tan, silty clayey fine SAND W H-WON-W H WOH 3-3~ 7 SM-SC . ( ) A/E INFO 1D.D 6.5 10.0 7. 1 1 O.O APPROVED Baring Tcrmmatcd at 10.0 feet. Baring elevation interpolated Boring Terminated at 10.0 feet. Boring elevation interpolated from 35'% Design Plans rovidcd b AECOM & dotal tram 35`% Design Plans Provided by AECOM & dated p Y 111 7120 1 1. 1~17~201 1. FOR COMMANDER NAVFAC -s.9 12.0 ACTIVITY 100 FINAL DESIGN Very loose, saturated, arangish-tan, cemented silty SAND & SHELLS (Shell RacklLimestane} (SM-GM}. PACKAGE SUBMITTAL WOH-1-2 13.5 3 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW CLB CHK JWJ «PM/DM» CW/PV 15.0 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION -10.9 17.0 Dense, saturated, gray, cemented SAND & SHELLS ~Ha a B Q Z z z (Shell RocklI,imestone) (GM). ~ ~ o ~g~ 0 "0 1$.5 "o Q Q 4-35-10 45 a a z = z Z ~ wUz ~ O ~ ~ ~ L1J ~ Za~ 0. -13.9 2o.a a c~ LL. ~ Z r v~ Z > J vJ Bonn Terrlvrlated at 20.0 feet. Bann elevation int olated ~ g g aP ~ from 35% Design Plans ° C7 W .a ¢ W ~ provided by AECOM & dated ~ o W x n 111712011. n m m J t U w W T 0 w o Lai ~ m J ~ ~ ~ ~ ~ ~ ;Q~ ~ W 0 ~ ~ Q 0 Gn a O Z ~ .a - ~ z v ~ O z z z ~ `a a z O 0 n n m U~ J 0 m ~ W ~ ~Nu1nh~~r of hlo~vs required fora 140 lb automatic halrnnc~r dropping 30" to dri~~ 2" O.D.,1.375" l.D. split-spoon salnpl~v i11 successi~l~ t" incr~~ln~~llts. ~Nu111b~~r of blows required fora 140 Ib automatic 11a11n11c~r dropping 30" to dri~~ 2" O.D., 1.375" I.D. split-spoon sa111p1~~r in succcssi~l; 6" »1crLU11L~11ts. I11c sulm of the second ~1d third ineronolts of poletratioll is teemed t11c Sta~ldud pel1etrat1o11 Tcst value, "N". I11c sulm of the second and third illcromcults of poletratian is tcnmed the Sta~ldard Pe11L'tt'at1011 Tcst value "N". ~Nu]n6cr of blows required fora 140 l6 auto]natic ha]rnnL~r dropping 30" to dri'4~ 2" O.D., 1.375" I.D. spilt-5]700n Saln]711'1' ]n SileeCSS]Ve G" inere~]nL~]1ts. T71c sutra of the second and third incrl~]nL~11ts of pl~]letratian is tL~-]ned the Standard Pl'lletrat1O17 Test ti~lue, "N". Z J Z c N W ~ ~ z O m w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ N40085-10-D-5313 o N ~ ~ NAVFAC DRAWING N0. o ~ ~ ~ O ~ 12598679 ~ W ~ . SHEET 1 rj OF 305 (~Q~C~ GR112 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N since sincE BORING LOG BORING LOG FROENLING & ROBERTSON, INC. ' Q FROEIILING & ROBERTSON, INC. ENGINEERING ~ ENVIRONMENTAL ~ GEOTECHNICAL t ENGINEERING • ENVIRONMENTAL • GE~TECHNICAL m Report No.: 66M-0163 1$81 Datc: March 2011 R~-Oart No.: G6M-0163 53 1 gg 1 @ Date: March 2011 Clie~rt: AECOM Client: AECOM Project: Gonzalez Blvd. Extension, Camp Lejeune, NC Project: Gonzalez Blvd. Extension, lid. Extension, Camp Lejeune, NC _ BoringNo.: 8-10 {1 of 1} Doi,t th 10.0' Elev: 12.Oft f Location: -C- 41+17 Centerline BoringNo.: 8-11 (1 of 1} rp°,ta, (1 of 1} Dot j, 10.0' EIeV: 13.Oft f Location: -G- 4b+19 Centerline Type of Boring: 2.25" Q1 HSA Started: 1112!11 Co~nplet~: 1112111 Driller: D. Tignor Type of Boring: 2.25" Qf HSA ' ID H5A Started: 111ZI11 Coinplet~: 111ZI11 Driller: D. Tignor Depth DESCRIPTION OF MATERIALS ~ Satnplc Sunplc N Value De~pd~ DEs DESCRIPTIQN QF MATERIALS ~ Sa>nple DL th N Value REMARKS Elevation (feet) Classification Blows Depth (blowslft) REMARKS Elevation ~fect) ( ) fi,et (Classification) Blo'<vs f~t (blo~vsl ft) 11.8 0.2 : ; ~ SURFICIAL ORGANIC SOILS: Brown, silty tint WOH-1-1 0.0 'i . SURFICIAL { . SURFICIAL ORGANIC SOILS: Dark brawn to black, WOH-2-2 0.0 ' ' SAND, with roots and or anics. 2 GROUNDWATER DATA: 'r•• sil Cane SAI• ~ D Hn.. 4.3 msidc PVC silty fine SAND with mats and organics. 4 GROUNDWATER DATA: D Hrs.: 4.0' inside PVC Vcr loose moist tan sli htl silt vc tint SAND 11.8 1.2 ; y ~ y y ~ 1.5 24 Hrs.: 3.D m5~de PVC Loose, wet, hr Loose wet, brawn, silty fine SAND {SM}. 1.5 24 Hrs.: 1.S inside PVC (SP-SM). 10.0 2.0 2 1 1 2.0 11.0 2.0 ' Bag sample 1.0'-6.0' • . , Very loose to loose, saturated, tun, slightly silty tint 2 • . Loose, saturat Loose, saturated, brawn, slightly clayey silty fine 2-2-3 2.0 5 ~ SAND (SP-SM). SAND SM . ( ) • SAND {SM}. 3.5 9.5 3.5 2-1-3 4 Loose, saturat : Loose, saturated, tan, silty fine SAND {SM}. 3-2-3 3'S 5 SEAL 5.0 S.D 5.5 G.5 6.5 6.5 6.5 Loose, saturated, light gray, slightly silty tint SAND 3-2-3 5 ; ; Loose, saturat Loose, saturated, light gray, slightly silty fine SAND 2-3-2 6.5 5 ~COM (SP-SM). (SPISM). {SPISM). AECOM TECHNICAL SERVICES, INC. 8.0 S 0 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 S.5 2-3~ 2-3 -3 $.5 ~ (919) 854-6200 www.aeCAm.COm A/E INFO 2.0 10.0 3.0 10.0 APPROVED Bonng Tcrmmatcd at 1 D.0 feet. Boring elevation interpolated Bc Baring Terminated at 10.D feet. ~ Boring elevation interpolated from 35'% Design Plans provided by AECOM & dated from 35% Design Plans provided by AECDM & dated 111 7120 1 1. lIl7I2D11. FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW CLB CHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z a ~ ~ o ~g~ 0 Q Q ~ c~ ~ ~ z~° z z= c*. tc w z ~ O wQ~ ~ 0. 0. V: V: z w o ~w~ Z ~ Z \ J .J .J W Q LLJ ~z° ~ W tl tl J t I L.LJ U ~ ~ ` ' LLJ 'Y` ~ z m J QQ~ ~ W Q 0 ~ Q ° Z ° J J I I ~ z v ~ O z z `a ~ o~ Q J n n ~Numbe~r of blmvs required fora 140 Ib automatic ha~~nne~r dropping 30" to dri~~; 2" QD.,1.375"I.D. split-spoon sainple~r in successi«; 6" incretineurts. ~Nu~nhe~r of hlo~vs required fora 140 lb out The suin of the second and third ineretineurts of peuretration is tcnmed the Sta~rdard Pe~~etration Test value, "N". The sum of the second ~1d third inere~neults ed fora 140 l6 automatic hannnL~r dropping 30" to dri'4~ 2" Q.D., 1.375" I.D. split-spoon sainplL~r in succcssi~~ 6" iner~~nL~1ts. ~ w ~ Td third inerL~nL~1ts of pL~letratian is tL~ncd the Sta~ldard Pl'nL'trat1017 Test ti~luc, "N". Z J Z c W ~ ~ z O m w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ °~o~w N40085-10-D-5313 o N ~ ~ ~ ~ ~ ~ NAVFAC DRAWING N0. o ~ ~ ~ O ~ 12598680 ~ W ~ . SHEET 16 OF 305 (~Q~C~ GR113 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 ~ N SINCE SINCE SINCE I L I LOG FROEHLING ROBERTSON, INC. FROENLIN ROBERTSON, INC. FREHLI & ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING ENVIRONMENTAL • GEOTECHNICAL ReportNo.: 66M-0206 1861 Date: Apri12011 Re ortNo.: 66M-0206 1881 Date: A ri12011 p P Report No.: 66-020F 1 8 61 Date: Apri12011 Client: AECOM Client: AECOM Client: AEC®M Project: Pro osed Tank Trails, Cam Le'eune, NC Pro'ect: Pro osed Tank Trails Cam Le'eune NC P P J ~ P ~ P J Project: Proposed Tank Trails, Camp Lejeune, NC Total , Total , BoringNo.: B-1 (1 of 1) De th 10.0 Elev: 9.Oft f Location: -TT- 24+00 Centerline BoringNo.: B-2 (1 of 1) D th 10.0 Elev: 10.5ft f Location: -TT- 20+50 Centerline BoringNo.: B-3 (1 of 1) De h 10.0' Elev: 8.3ft f Location: -TT-13+00 Centerline ' Type of Boring: 3.25" ID HSA Started: 3111111 Completed: 3111111 Driller: H. Riggs T of Borin : 3.25" IIl HSA Started: 3111111 Com leted: 3111111 Driller: H. Ri s YID g p gg Type of Boring: 2.25'° ID HSA Started: 3/14/11 Completed: 3/14/11 Driller: H. lliggs DESCRIPTION OF MATERIALS ~ Sam le Sample ~ Sam le De th DESCRIPTION OF MATERIALS * Sample Sample N Value Elevation Depth p De th N Value REMARKS Depth DESCRnPTION OF MATERIALS Sample p N Value p blowsl ft Elevation Depth REMARKS (feet) (Classification) Blows feet ~ ) (feet) (Classification) Blows feet (blowsl ft) Elevation fit Depth blows/ ft REMARKS ( ) (Classification) Blows feet ~ ~ Medium dense, moist, tan, sil fine SANDS 2-4-8 ~ SURF1ClAL ORGANIC S ILS 1-2-3 . SURFICIAL ORGANIC SOILS 1-2-4 ~ GROUNDWATER DATA: 10.2 0.3 0 12 GROUNDWATER DATA: 0 Hrs.: b.6' Loose, moist, tan, sil cla e fine SAND SC . 5 0 Hrs.: 7.2' 7.7 0.6 GROUNDWATER DATA: Loose, wet, tan-gray, slightly silty fine SAND (SM), 6 0 Hrs.: 4.8'/cave @ 2.8' tY Y Y ( ) l .5 72 Hrs.: 3.6' with gravel & trace small roots. 1.5 1.5 7.0 2.0 2.0 • ; Medmm dense moist a sil fine SANDS 6-6-5 11 8.5 2.0 4-4-4 2.0 > > Y> tY Loose, wet, orange tan, clayey fine SAND (SC). 8 6.3 2.0 Medium dense, saturated, tan gray, silty fine SAND 5-6-8 2'0 14 • with lens of hi h lastici cla CH . g P t7' Y( ) 5.5 3.5 3.5 4.8 3.5 ~M~e~dTiru~m dense, saturated, tan gray, slightly silty fine 3-5-5 3'S 10 Medium dense wet tan sli htl sil fine SAND 3'76 13 7.0 3.5 2-4-4 3.5 > g Y t3' ~ Loose, wet, tan, slightly silty fine SAND (SM-SP). 8 (SM-SP). SAND {SM-SP). SEAL Petroleum odor present. 5.0 5.0 5.0 3.0 6.0 , ; 4 Ve loose saturated tan& a cla e sil fine .5 6 0 . 2.3 6.0 ~ ry Y, Y Y tY 6,5 Very loose, wet, orange tan, clayey fine SAND (SC). 3-1-2 6.5 SAND (SM). 3 1-1-1 2 ' Loose, wet, tan brown, very clayey fine SAND (SC), 6.5 ~~0~ ' with layer of silty fine sand. 3-3-3 6 AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 1.0 8.0 8.0 • Ve loose wet oran e tan & ra cla e fine 2.5 8.0 8.0 ry g g y' Y Y 8 5 Soft, wet, orange tan, very fine sandy CLAY (CL), 8.0 RALEIGH, NC 27607 8.5 SAND (SC). 1-1-2 3 with lens of clayey fine sand. 1-1-2 3 8.5 (919) 854-6200 www.aecom.com 3-3-3 6 A/E INFO -1.0 10.0 . -L7 1 O.O APPROVED Boren Terminated at 10.0 feet, 0.5 10.0 g Borng Terminated at 10.0 feet. Boring Terminated at 10.0 feet. FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW NJD CHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~gQ ~ ~ o O ~ H Q a v U 0 ~ Q ~-o U 7 c~ ~ c a ~ z = c~7 z ~ L w ~ ~ ~ U z ~ O .z, w Q ~ ~ ~ a c ~ C z w o > lil ~ ~ J Z z ~ y v ~ ~ C ~ wQ z O a w a ~ a ~ o ~z~ w W 0 ~ ~ a ~ 0 p c~ ~ ~ ~ ~ o ~ ~ c ~ ~ o ~ z m J o ~ ~ ~ w X r ~ R ;a~ ~ W ~ ~ ~ ~ C ~ Quo a 0 (n Z v ~ 0 ~ .a a ~ ~w v ~ z ~ O ~ E al ~ ~ Q J 0 ~ ~ ~ p p 0 ~ ~ ~ *Number of blows required fora 140 lb automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler h1 successive 6" increments. *Number of blows re uired for a 140 lb automatic halmner dro h1 30" to drive 2" O.D., 1.375" LD. s lit-s oon Bain ler hi successive 6" ulcreineuts. 9 pp g p p p The sum of the second and third increments of penetration is termed the Standard Penetration Test value, 'ZV". The sum of the second and third increments of enetration is termed the Standard Penetration Test value, "N . *Number of blows required fora 1401b automatic haminer dropping 30" to drive 2" O.D., 1.375' LD. split-spoon sampler in successive 6" increments. Z J Z P The sum of the second and thud increments of penetration is termed the Standard Penetration Test value, "N". _ c W ~ ~ z Q m C~ w N 0 J Qw N X z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. N40085-10-D-5313 o N ~ ~ NAVFAC DRAWING N0. o ~ ~ ~ O ~ 12598681 ~ W ~ . SHEET 17 OF 305 (~Q~C~ GR114 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 ~ N SINCE SINCE SINCE I ILG FROELING ROBERTSON, INC. FROEHLING ROBERTSON, INC. L FOELI BET INCa ENGINEERING • ENVIRONMENTAL ~ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL > GEOTECHNICAL ENGINEERING ENVIRONMENTAL • GEOTECHNICAL ReportNo.: 66M-0206 1681 Date: Apri12011 RepartNo.: 66M-0206 1681 Date: Apri12011 Report No.: b6M-0206 1 B 8 7 Date: Apri12011 li n • AE M Client: AECOM C e t. CO Client: AECO Pro'ect: Pro osed Tank Trails Cam Le'eune NC Pro'ect: Pro osed Tank Trails Cam Le'eune NC a p ~ p J ~ p ~ p J Project: Proposed Tank Trails, Camp Lejeune, NC - Total , - - Total , - - BoringNo.: B-4 (1 of 1) De th 10.0 Elev: 6.7ft f Location: TT2 12+81 Centerline BoringNo.: B-5 (1 of 1) De h 10.0 Elev: 6.Oft ~ Location: TT2 15+38 Centerline Boring No.: B-6 (1 of 1) De ah 20.0' Elev: 4.6ft ~ Location: -TT2-16+91 Centerline '1' of Borin : 2.25" ID HSA Started: 3114111 Com leted: 3114111 Driller: I4. Ri s T of Borin : 2.25" ID HSA Started: 3114111 Com leted: 3115111 Driller: H. Ri s Ype g p gg Y'pe g P gg Type of Boring: 2.25" ID HSA Started: 3/15/11 Completed: 3/15/11 Driller: H. Diggs DESCRIPTION OF MATERIALS * Sam le Sample DESCRIPTION OF MATERIALS * Sam le Sample De th DESCRIPTION OF MATERIALS * Sample Sample N Value Elevation Depth P Depth N Value RSrMARKS Elevation Depth P Dept N Value REMARKS (feet} (Classification) Blows feet (blows/ ft) (feet) (Classification) Blows feet (blows/ ft) Elevation feet Depth blows/ ft REMARKS ( ) (Classification) Blows feet ~ ) 2-2-3 1-3-3 • SURFICIAL ORGANIC SOILS GROUNDWATER DATA: 5.6 0.4 SURFICIAL ORGANIC SOILS GROUNDWATER DATA: MUCK: Very loose, saturated, dark gray black, OH-WOH 1 : Loose moist tan a sli htl sil fine SAND 5 Hr • D 4 ' Loose wet tan oran e sli tl sil fine SAND 6 organic silty clayey fine SAND (SC), with fibrous 1 GROUNDWATER DATA: , y, g Y tY 0 s.. rylcave @ .2 , g , ~ Y tY 0 Hrs.: 1.1 (SM-SP). (SM-SP). 24 Hrs.:1.6' organics & roots. Boring performed in approx. 1 of standing water. 1.5 1.5 3.1 1.5 Medium dense to loose, saturated, tan gray, slightly 2.0 4.7 2.0 2.0 4.0 2.0 2.0 • : Locse, wet, dark gray, clayey silty fine SAND (SM}, 2-2-4 6 Loose, saturated, tan orange gray, slightly silty fine 4-4-3 7 silty fine SAND (SP). 4-5-6 11 • with trace organic matter. SAND (SM-SP). 3.5 2.5 3.5 3.5 3.2 3.5 3-4-3 WOH-1-1 C Loose, saturated, tan gay, slightly silty fine SAND 7 ~ , Very loose, saturated, tan gray orange, silty fine to 2 4-4-4 3.5 8 SEAL SM-SP . ; • medium SANDS , ( ) Petroleum odor present. 5.0 5.0 5.0 0.7 6.0 . ~ 0,0 6.0 ' -1.4 6.0 ' ~ Loose, wet, tan gray, clayey fine SAND (SC), with Very loose, saturated, tan brown, cemented silty fine . trace small roots. 2-3-3 6'S to coarse SAND SM-G with cemented shell 1-0-3 6.5 6 ( 1~, 3 Very soft, saturated, black, organic silty clayey fine 6.5 ~~0~ SAND (OH-PTA, with roots & fibrous organics. OH-WOH 1 1 rock. Shelby Tube obtained from 8.0 7.0'-9.0' 701 CORPORATE CEN EREDRIVE, SUITE 475 -1.3 8.0 8.0 8.0 Very loose, saturated, brown olive, silty clayey fine O RALEIGH, NC 27607 ~ 8.5 (919) 854-6200 www.aecom.com SAND SC . OH-WOH 1 8'S 3-2-4 8.5 O 1 6 WOH-1-1 O 2 ~ A/E INFO 10.0 APPROVED -3.3 10.0 -4.0 10.0 Boring Terminated at I0.0 feet. Boring Terminated at 10.0 feet. i, FOR COMMANDER NAVFAC -7.4 12.0 ACTIVITY Very loose, saturated, orange tan gray, silty fine 100% FINAL DESIGN SAND (SM-GM}, with cemented shell rock. PACKAGE SUBMITTAL 3_1_1 13.5 2 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW NJD CHK JWJ «PM/DM» CW/PV 1 5.0 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION -12.4 17.0 QZz Z B Medium dense, saturated, orange tan gray, silty fine ~ ~ = SAND (SM-GM), with cemented shell rock. ~ ~ ~ o a v d ~ Q Q C ~ C7 L a cC a 3-9-12 18.5 21 ~ ~ ° = Z w w u w w Q ~ ~ O c ~ a L7 C7 C -15.4 20.0 ZWJ z C7 C7 C 0 0 C Boring Terminated at 20.0 feet. w ~ Q Z u o ~ a w 0 O C as as a o JZU w W w ~ X 0 0 0 0 = LL.I ~ z m J ~ ~ e JQ~ ~ W ~ ~ C7 U C 0 0 0 C ~I I o Q ~ ~ Q 0 ~ a z ~ z U ~ U C ~ z ~ ~i ~ p ~ Q ~ ~ q p 0 p ~ ~ ~ *Number of blows required fora 140 lb automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. *Number of blows required fora 140 Ib automatic hammer dropping 30° to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. *Number of blows required fora 1401b automatic hammer dropping 30" to drive 2" O.D., 1.37" LD. split-spoon sampler in successive 6" increments. The sum of the second and third increments of penetration is termed the Standard Penetration Test value, "N'. The sum of the second and third increments of penetration is termed the Standard Penetration Test value, '7V". The sum of the second and third increments of penetration is termed the Standard Penetration Test value, 'N". Z J Z c f-- I W ~ ~ _ W O m C~ w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ o w N40085-10-D-5313 o N ~ ~ ~ ~ ~ ~ NAVFAC DRAWING NO. o ~ ~ ~ O ~ 12598682 ~ W ~ . SHEET 18 OF 305 (~Q~C~ GR115 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 - ~ N SINCE SINCE SINCE 1 L I L FROEHLING ROBERTSON, INC. FROEHLING ~C ROBERTSON, INC. FOELI ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL ~ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING ENVIRONMENTAL • GEOTECHNICAL ~ o Re ort No.: 66M-0206 1 B 81 Date: A ri12011 Re rt No.: 66M-0206 1 g g 1 Date: A ri12011 p A 1~ P ReportNo.: 661VI-0206 1881 Date: Apri12011 Client; AECOM Client: AECOM Client: AEC® Pro'ect: Pro osed Tank Trails Cam Le'eune NC Pro'ect: Pro osed Tank Trails Cam Le'eune NC ~ P 9 A] 9 ~ P 9 P J 9 Project: Proposed Tank Trails, Camp Lejeune, NC - - - Total , - - Total BoringNo.: B-7 (1 of 1) De ~ 20.0 Elev: 8.Oft f Location: TT2 18+53 Centerline BoringNo.: B-8 (1 of 1) De ~ 20.0 Elev: 7.9ft t Location: -TT2-19+53 Centerline Boring No.: B-9 (1 of 1) D°e~th 10.0' Elev: 16.Oft f Location: -TT2- 23+92 Centerline T of Borin : 2.25" ID HSA Started: 3/15111 Com leted: 3115111 Driller. H. Ri s T of Bonn : Mud Rota Started: 3115111 Com leted: 3I15I11 Driller: H. Ri s YPe g p gg Yf~ g r3' p gg Type of Boring: 2.25" II) HSA Started: 3/16/11 Completed: 3/16/11 Driller: H. Riggs DESCRIPTION OF MATERIALS * Sam le Sample DESCRIPTION OF MATERIALS * Sam le Sample Elevation Depth P Depth N Value REMARKS Elevation Depth p Depth N Value REMARKS (feet) (Classification) Blows feet (blows/ ft) (feet) (Classification) Blows feet (blows/ ft) Depth DESCRIPTION OF MATERTAL.S Sanlple Sample N Value Elevation (feet) (Classification) Blows Deepe~h (blows/ ft) REMARKS WOH-1-1 a+` 1-3-4 1.5.7 0.3 ~i.~ SURFICIAL ORGANIC SOILS WOH-1-1 7.5 0.5 SURFICIAL ORGANIC SOILS GROUNDWATER DATA; 7.6 0.3 SURFICIAL ORGANIC SOILS GROUNDWATER DATA: Ve loose to loose wet tan a sli htl sil 6ne 2 ~ Loose moist tan a sli htl sil fine SAND ~ GROUNDWATER DATA: Very loose to loose, moist, tan brown, slightly silty 2 0 Hrs.: Dry/cave @ 4.9' Y~ g Y 0 Hrs.: 2.0 ~ S~' Y~ g Y tY 0 Hrs.: 2.0 SAND (SM-SP), with trace small roots, (SM-SP). fine SAND (SM-SP), with small roots. 1.5 1.5 1.5 2.0 5.9 2.0 2.0 1-2-2 4 ~ Medium dense, wet, orange tan, slightly silty fine d-5-6 11 1-1-2 2.0 3 SAND (SM-SP). 4.5 3.5 3.5 4.4 3.5 3.5 C Loose, saturated, black, organic fine sandy CLAY WOH 2-4 6 Loose, saturated, orange tan, slightly silty fine to 2-3-3 6 2-2-3 3.5 5 SEAL (OH-PT), with fibrous organics & small roots. medium SAND (SM-SP). 5.0 5.0 5.0 1.9 6.0 . ; 10.0 6.0 Medium dense, wet, light brown & tan, clayey fine 6.5 ~ ~ Very loose, saturated, light brown, silty clayey fine 4-5-5 6'S . SAND SC . OH-WOH 1 6,5 10 ( ) 1 SAND (SC). 2-4-6 10 ~COM 0.8 7.2 Loose, saturated, orange brown, slightly silty to silty AECOM TECHNICAL SERVICES, INC. p p 701 CORPORATE CENTER DRIVE, SUITE 475 fine SAND S ( 8.0 8.0 8.0 $,O 8.0 RALEIGH, NC 27607 Medium dense, wet, orange tan, silty fine SAND e9~9>e~+-s2oo www.aecom.com 8.5 8.5 1-3-3 6 1-2-2 4 • (SM), with trace small roots. 5-6-9 8'S 15 A/E INFO 10.0 10.0 6.O 1 O.O APPROVED Boring Terminated at 10.0 feet. FOR COMMANDER NAVFAC -4.1 12.0 ACTIVITY 100 FINAL DESIGN Very dense to medium dense, saturated, tan gray, PACKAGE SUBMITTAL sil fine to coarse SAND SP-GP with cemented ( shell rock. 13.5 13.5 1-2-1 3 34-32-33 65 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW NJD CHK JWJ «PM/DM» CW/PV 15.0 ~ • 15.0 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION -9.0 17.0 ' ® Dense, saturated, tan gray, slightly silty fine to coarse o ~Ha a B Q Z z z SAND {SP-GP), with cemented shell rock, i e ~g~ ~ ~ o a 18.5 F 18.5 F ~ ~ zoo = z 28-31-15 46 Q 7-7-8 15 z a a ~ ~ ~ a ~Uz ~ O a a -12.0 20.0 ~ -12.1 20.0 ~ zQw o a j w z C~ C7 Z J Borin Terminated at 20.0 feet. Borin Terminated at 20.0 feet. ~ g ~ g ~ C7 W Q Z 0 0 0 ~ ~z~ ~ W ~ ~ ~ °w °w p ~ t I LLJ as CJ ~ ~ 1` 0 0 0 N N N 0 0 0 ° ~ z m J X o W ~ Q Q ~ ~ 0 > ~ ~ Q 0 ~ o c a °o z ~ a ~z ~ ~ O UI C7 C z ~ z o~ Q ~ 0 c x p a a U ~ *Number of blows required fora 1401b automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. *Number of blows required fora 140 lb automatic hammer dropping 30" to drive 2" O.D., 1.375" T.D. split-spoon sampler in successive 6" increments. ''=Number of blows required fora 1401b automatic hammer dropping 30" to drive 2" O.D., 1.37j" LD. split-spoon sampler in successive 6" increments. z W z The sum of the second and third increments of penetration is termed the Standard Penetration Test value, 'TT". The sum of the second and third increments of penetration is termed the Standard Penetration Test value, 'N". T1ie swn of the second and Hurd increments of penetration is teamed the Standard Penetration Test value, ' :N". J c W ~ ~ z Q m C'3 w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ N40085-10-D-5313 o N ~ ~ ~ ~ ~ ~ NAVFAC DRAWING NO. o ~ ~ ~ O ~ 12598683 ~ W ~ . SHEET 1 g of 305 (~Q~C~ GR116 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINCE SINCE SINCE IG LO ING L FROELING & ROBERTSON, INC. FROEHLING ROBERTSON, INC. FOEHLI ERT5 I® ENGINEERING ~ ENVIRONMENTAL • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING ENVIRONMENTAL • GEOTECHNICAL © ~ Re rtNo.: 66M-0206 1881 Date: A ri12011 ReportNo.: 66M-0206 1881 Date: A ri12011 P P Report No.: 66M-0206 1 6 8 ~ ~ Date: Apri12011 Client: AECOM Client: AECOM Client: AECO Pro'ect: Pro osed Tank Trails Cam Le'eune NC Pro'ect: Pro osed Tank Trails Cam Le'eune NC P ~ P J 9 ~ P 9 P J 9 Project: Proposed Tank Trails, Camp Lejeune, NC - - - Total , Total , BoringNo.: &10 (1 of 1) De ~ 20.0 Elev: 8.lft f Location. -TT2- 26+54 Centerline BoringNo.: B-11 (1 of 1) D th 20.0 Elev: 8.Oft f Location: -TT2- 27+48 Centerline Boring No.: B-12 (1 of 1) Deh 10.0' Elev: 14.Oft f Location: -TT2- 33+00 Centerline T of Bo ' :3.25" 1D HSA Started 3116/11 Com feted: 3116111 Driller: H Ri s T of Borin : 3.25'" ID HSA Started: 3/16111 Com feted: 311b111 Driller: H. lti s Yl~ ~ P gg Yl~ g p gg Type of Boring: 2.25" ID HSA Started: 3/16/11 Completed: 3/16/11 Driller: . Riggs DESCRIPTION OF MATERIALS * Sam ]e Sample DESCRIPTION OF MATERIALS ~ Sam le Sample De th DESCRIPTION OF MATERIALS * Sample Sample N Value Elevation Depth p Depth N Value Elevation Depth P Depth N Value REMARKS (feet) (Classification) Blows Beet (blows/ ft) (feet) (Classification) Blows feet (blows/ ft) Elevation fit Depth blows/ ft ( ) (Classification) Blows feet ~ ) 1-1-1 ~ 7.8 0.2 ~ 2-1-3 7.8 0.3 SURFICIAL ORGANIC SOILS ~ SURFICIAL ORGANIC SOILS • SURFICIAL ORGANIC SOILS 2-5-7 2 ' ~ L e to medium den e et li t & dark sil 4 Very loose, wet, tan gray, slightly silty fine SAND oos s , w , gh gray, ty GROiJ N DWATER DATA: Medium dense, moist, orange brown, silty clayey fine 12 0 Nrs.: 6.2' (SM-SP), with trace small roots. Borin erformed in a r x • ; fine SAND (SM), with small roots & trace organics. Borin erformed in a rox. SAND (SC), with trace small roots. 1 5 24 Hrs.: 4.T inside PVC 1.5 g P Pp o• 1.5 g p PP 2' of standin water. 2' of standing water. 6.1 2.0 2.0 g 4-5-7 2.0 Loose, wet, tan dark gray, slightly silty fine SAND 2-2-2 4 12 12.0 2.0 Loose, wet, tan brown, slightly silty fine SAND 6-5-4 2'0 g (SM-SP). 4.6 5 3.5 4.5 3.5 ' 3.5 10.5 3.5 Loose, saturated, tan gray, slightly silty fine SAND 1-3-3 3.5 3' 1-2-2 6-8-8 • . Loose, wet, dark gray, silty fine SAND (SM), with 4 Medmm dense, saturated, tan & gray, slightly silty 16 • organics & small roots, fine SAND (SM-SP). Petroleum odor present. = (SM-SP}, with trace organics. SEAL 5.0 5.0 5.0 2 2.1 6.0 , . .0 6.0 . . • . Medium dense, wet to saturated, tan gray, slightly • . Very loose to loose, saturated, gray & dark gay, ' • sil to sil fine SANDS 5-6-8 6'S ; • sli htl sil to sil fine SANDS 3-1-1 6.5 tY (1M 14 g Y tY ty 2 WOH-2-2 6'S 4 ~COM • ; Petroleum odor present. AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 8.0 8.0 8.0 RALEIGH, NC 27607 8.5 8.5 8-7-7 14 3-7-1 g 8.5 (919) 854-6200 www.aecom.com 1-2-2 4 A/E INFO 10,0 10.0 4..0 l o•Q APPROVED Boring Terminated at 10.0 feet. FOR COMMANDER NAVFAC -4 2 -3.9 12.0 .0 1 .0 . ACTIVITY 100 FINAL DESIGN • , Very loose, saturated, brown & olive, silty fine • ; Very loose, saturated, dark gray black, silty fine PACKAGE SUBMITTAL SANDS SAND (SM) ( 13,5 13.5 1-1-1 2 2-1-1 2 SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW NJD CHK JWJ «PM/DM» CW/PV 15,0 15.0 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION -8.9 17.0 -9.0 17.0 Medium dense, saturated, tan gray, silty fine to Medium dense, wet, tan gray, silty fine to coarse ~Ha a B Q Z z z coarse SAND (SM-GM), with cemented shell rock. SAND (SM-GM), with cemented shell rock. ~gQ ~ ~ o ~ U a 18.5 18.5 F 7 U ~ ~ Q 0 7 ~ 9-8-8 16 ~ 12-9-10 19 z ~ a v z ~ ~ U z = L ~ ~ ~ ~Qj ~ ~ a -11.9 20.0 ~ -12.0 20.0 z w o Z j J z Boring Terminated at 20,0 feet. ~ Boring Terminated at 20.0 feet. Q Z 0 0 0 a a a o a w ~z~ w W w °m ~ c~ ~ ~ o 0 0 0 0 w o ~ z m J ~ ~ ~ >a~ ~ W ~ Quo a 0 (n Z v 0 0 0 a~ a~ o ~ z v C~ I ~ O C7 U C7 Q ~ 0 4 0 0.1 p m ~ ~ ~ *Number of blows required fora 1401b automatic hammer dropping 30" to drive 2" O.D,1.375' LD. split-spoon sampler in successive 6" increments. *Number of blows required fora 140 lb automatic hanvner dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. *Ntunber of blows required fora 140 Ib automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. The smn of the second and third nicreinents of penetration is termed the Standard Penetration Test value, "N". The sum of the second and thud increments of penetration rs termed the Standard Penetration Test value,'N". The stun of the second and third increments of penetration is termed the Standard Penetration Test value, 'TI". Z J Z c W ~ ~ z O m w N 0 J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~;Q~ °~o~,~v N40085-10-D-5313 o N ~ ~ ~ ~ O NAVFAC DRAWING N0. o ~ ~ ~ ~ ~ O ~ 12598684 ~ W ~ . SHEET 20 OF 305 (~Q~C~ GR117 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D 0 a U N w 0 N SINCE SINCE SINCE I L RI L I FO LI G 8c TS INC. FROEHLING ROBERTSON, INC. FROELING ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL ENGINEERING ENVIRONMENTAL • GEOTECHNICAL ® o ReportNo.: 66-0206 1861 Date; Apri12011 ReportNo.: 66M-0206 1881 Date: Apri12011 0 ReportNo.: 66-0206 1881 Date: Apri12011 Client: AEC®M Client: AECOM Client: AEC®M Pro'ect: Pro osed Tank Trails Cam Le'eune NC Pro'ect: Pro osed Tank Trails Cam Le'eune NC ~ p ~ p J ~ ~ p 9 p J 9 Project: Proposed Tank Trails, Camp Lejeune, NC - - - Total , Total , BoringNo.: B-13 (1 of 1) De ~ 10,0 Elev: 19.9ft f Location: -TT2- 37+00 Centerline Boring No„ B-14 (1 of 1) ~ th 10.0 Elev: 12.9ft f Location: TT2 42+11 Centerline BoringNo.: B-1S (1 of 1) Depth 10.0' Elev: 15.4ft f Location: -TT2- 48+52 Centerline T of Bornr . 2.25" ID HSA Started: 3116111 Com leted: 3116111 Driller: H. Iti s T of Borin ; 2.25" ID HSA Started: 3/16111 Com leted: 3116111 Driller: H. Ri s i Type of Boring: 2.25" ID HSA Started: 3/16111 Completed: 3116/11 Driller: H. Riggs )'lam g P gg Yl~ g p gg DESCRIPTI N F MATERIAL ~ Sam le DESCRII'TION OF MATERIALS * Sam le Sample Elevation Depth 0 0 S Sample De ph N Value Elevation Depth p De N Value REMARKS (feet) Classification Blows p (blowsl ft) (feet) Classification Blows (blowsl ft) ~ ) feet ~ ) feet Depth DESCRIPTION OF MATERIALS * Sample Sample N Value Elevation feet Depth blows/ ft REMARKS ( ) (Classification) Blows feet ( ) 19.7 0.2 " WOH 1-2 ~ ~ 1-1-1 SURFICIAL ORGANIC SOILS GROUNDWATER DATA: 12.4 0.5 ~ ~ SURFICIAL ORGANIC SOILS GROUNDWATER DATA: SURFICIAL ORGANIC SOILS 1-1-1 14.9 0.5 GROUNDWATER DATA: Ve loose moist tan sli htl sil fine SAND 3 ~ ~ ~ Ve loose wet blac or anic sil fine SAND 2 ry g Y tl' 0 His.. 9.6 /cave @ 5.6 rY g tS' 0 Hrs.. 4.1 (SM-SP), with trace gravel. (OL), with roots. 24 Hrs.: 0.1' Very loose, wet, black, organically stained silty fine 2 0 Hrs.: 5.1' ' SAND (SM). 1.5 24 Hrs.: 2.1' 1.5 1.5 17.9 2.0 2.0 10.9 2.0 2.0 Medium dense to loose, moist, tan, slightly silty fine 5-6-5 11 ~ Loose, saturated, tan brown gray, slightly clayey silty 2-2-2 4 13.4 2.0 Medium dense, wet, brown, slightly silty fine SAND 4-5-7 2.0 ~ 2 SAND (SM-SP). fine SAND (SM-SP), with trace small roots. (SM-SP). C 3.5 9.4 3.5 3.5 11.9 3.5 Medium dense, wet, tan gray, slightly clayey silty 6-6-g 3.5 14 SEAL 2-3-4 7 Loose, saturated, light gay, silty clayey fine SAND 1-3-2 S SC , ( ) fine SAND (SM). 5.0 5.0 5.0 13.9 6.0 6.9 6.0 ' 9.4 6.0 Loose, saturated, tan gray, silty fine SAND (SM). 6.5 ~ Loose, wet, slightly silty fine SAND (SM-SP). Loose, saturated, light gray, slightly silty fine SAND 2-2-4 6'S SM-SP . WOH-2-3 6.5 4-6-4 10 ~ CO~ 6 ( ) S AECOM TECHNICAL SERVICES, INC. 11.9 8.0 . 8.0 8.0 Loose, wet, orange & tan, silty clayey fine SAND 7.4 $.0 ~ 8.0 701 CORPORATE CENTER DRIVE, SUITE 475 LOO$e, saturated, tan & gray, Sllty llne SAND (SM). RALEIGH, NC 27607 SC . 3-4-5 8'S 3-Z-3 8.5 ( ) 9 5 8 C (919) 854-6200 www.aecom.com 1-3-2 .J 5 A/E INFO 99 10.0 2.9 10.0 Borng Terminated at 10.0 feet. Boring Terminated at 10.0 feet. S.4 1 O.O APPROVED Boring Terminated at 10.0 feet. FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES F~rR DRW NJD CHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~gi; o a a Q c~ ~ o' U a Q " ~ ~ A z z U z Q ~ ~ _ ~ ~ ~ ~ ~ w ~vw O wQ~ w z w o a^ a a c~ ~ c~ a ~ww z ~ ~ z ~ J u ~ w z Lv 0 0 0 ~z~ ~ W a ~ a ~ ~ °x O J ~ I W w ~ - 0 0 ~ z m J X N W O O N O O ~ Q Q ~ ~ ~ ~ ~ (7 Quo a 0 cn U / n Q o z~ w U ~ O al z (7 7 z z t7 ~ ~ J a ~ a ~ ~ °w O o ~ ~ ~ *Number of blows required fora 1401b automatic hammer dropping 30" to drive 2" O.D,1.375" LD. split-spoon sampler in successive 6" urcrements, *Number of blows required fora 140 lb automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. *Number of blows required fora 140 Ib automatic hammer dropping 30" to drive 2" O.D., 1.375" LD. split-spoon sampler in successive 6" increments. W The smn of the second and third increments of penetration is termed the Standard Penetration Test value, "N". The sum of the second and third increments of penetration is termed the Standard Penetration Test value, "N". The sum of the second and third increments of penetration is termed the Standard Penetration Test value, 'N". Z J Z c W ~ ~ ro W Q m C~ w N 0 J Qw N X z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NOT TO SCALE 0 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ N40085-10-D-5313 o N ~ ~ NAVFAC DRAWING NO. o ~ ~ ~ O ~ 12598685 ~ W ~ . SHEET 21 of 305 (~Q~C~ GR118 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 1, COORDINATE WORK WITH OTHER PROJECTS THAT MAY RUN CONCURRENTLY WITH THIS PROJECT, CONTACT THE CONTRACTING OFFICER FOR SPECIFIC 1, ENUIRONMENTA~~Y SENSITIVE AREAS EXIST IN SEVERAL LOC EVERAL LOCATIONS THROUGHOUT THE PROJECT AREA AND ARE DELINEATED ON THE PLANS. THESE AREAS INCLUDE PROJECTS WITHIN THE WORK AREA PRIOR TO THE START OF WORK, NOTIFY THE CONTRACTING OFFICER OF CONFLICTS AND POSSIBLE CONFLICTS RESULTING (BUT NOT LIMITED TO) WETLANDS, CERCLA SITES, AND KNO =S, AND KNOWN GROUNDWATER CONTAMINATION. WHERE PREVIOUSLY IDENTIFIED, APPROXIMATE LOCATION OF THESE FROM OTHER PROJECTS. AREAS IS IDENTIFIED ON THE PLANS, FIELD JOCATE THE JIB ATE THE LIMITS OF THESE AREAS AND ERECT TEMPORARY BARRIERS USING ORANGE CONSTRUCTION FENCING OR SIMILAR BARRIER TO PROVIDE EASY IDENTIFICATION, PROVIDE ION. PROVIDE WARNING SIGNS TO IDENTIFY THE SENSETIVE AREA TYPE AND TO WARN WORKERS TO USE CAUTION D 2. KNOWN PROJECTS AS OF THE PREPARATION OF THESE DRAWING INCLUDE THE FOLLOWING WHEN CONDUCTING ACTIVITIES NEAR THOSE AREAS. MAKE Ef :AS. MAKE EFFORTS TO AVOID IMPACTS TO THESE AREAS UNLESS OTHERWISE DIRECTED IN THE PLANS, a. THE FO~~OWING SEPARATE CONSTRUCTION PACKAGES WERE PREPARED UNDER CONTRACT N40085-10-D-5313, TASK ORDER 0001. THIS CONSTRUCTION SPECIFICATIONS, OR PERMIT DRAWINGS, 0 PACKAGE COVERS THE WORK IN TASK N0. P1265C. REASONABLE EFFORT HAS BEEN MADE TO REPRESENT THE WORK BY OTHER TASKS, WHERE a CROSSING AND PARALLELING TASK N0. P1265C WORK IN THE PREPARATION OF THE DRAWINGS, THE WORK BY OTHERS HAS BEEN ADDED FOR THE 2. THIS PROJECT IS CLOSE TO AREAS OF HISTORIC KNOWN GE C KNOWN GROUNDWATER AND/OR SOIL CONTAMINATION. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR w 0 CONVENIENCE OF THE CONTRACTOR, REGARDLESS OF THE INFORMATION INDICATED ON THE DRAWINGS FOR WORK BY OTHERS, CONFIRM, LOCATE, VISUAL INSPECTIONS DURING CONSTRUCTION, IMMEDIATELY C ~EDIATELY CONTACT EQB AT 910-451-5068 FOR FURTHER INSTRUCTIONS. IF ANY EVIDENCE OF PETROLEUM AND COORDINATE WORK BY OTHERS THAT IS SHOWN OR NOT SHOWN PRIOR TO THE START OF THE WORK THROUGHOUT THE PROJECT AREAS CONTAMINATION IS DISCOVERED DURING CONSTRUCTION ACTIN JCTION ACTIVITIES, STOP WORK AND CALL 911. N 1, P1264/P1265~ HADNOT POINT AND FRENCH CREEK UTILITY CONSTRUCTION PACKAGE 3. SOME AREAS OF THE PROJECT REQUIRE TEMPORARY DISTUF RARY DISTURBANCE OF WETLAND AREAS. ONLY DISTURB AREAS IDENTIFIED IN THE APPROVED PERMITS ACQUIRED BY 2. P1264~ HADNOT POINT ROAD IMPROVEMENTS THE ARMY CORPS OF ENGINEERS AND CAMA, ALL OTHER Wf _L OTHER WETLAND AREAS ARE TO REMAIN UNDISTURBED. 3. P1264~ WATER TANK REPLACEMENT 4, P1265~ ELECTRICAL SUPPLY 4. THERE ARE NO KNOWN IR PROGRAM CONCERNS ASSOCIATED ASSOCIATED WITH THE SUBJECT PROJECT. HOWEVER, THE EASTERN PORTION OF THE GONZALEZ EXTENSION APPEARS TO BE LOCATED WITHIN THE BOUNDARIES OF A MI ;IES OF A MILITARY MUNITIONS RESPONSE PROGRAM SITE -GAS CHAMBER UXO-21 WHERE THERE IS A b. OTHER KNOWN PROJECTS WITHIN THE WORK AREA ARE AS FOLLOWS POSSIBILITY OF ENCOUNTERING UNEXPLODED ORDNANCE (UX~ DNANCE (UXO). WHENEVER EARTH DISTURBING ACTIVITIES ARE PERFORMED IN UXO SITES, UXO TECHNICAL SUPPORT IS REQUIRED. THE PLAN SHEETS THAT CORRESPOf CORRESPOND TO THESE AREAS AR CP104 AND CP107. 1, THE FY09 BACHELOR ENLISTED QUARTERS (N40085-09-R-3215, FRENCH CREEK P1017 AND P1047) ARE PRESENTLY UNDER CONSTRUCTION ALONG THE EXTENSION OF GONZALEZ BOULEVARD. 5. THERE ARE NO KNOWN MONITORING WELLS IN THE PROJECT HE PROJECT AREA, BUT IF AN UNMARKED WELL IS DISCOVERED AND INADVERTENTLY DAMAGED, IMMEDIATELY ,,,a,,,~o„~'~'' N CA RO CONTACT EQB AT 910-451-5068 FOR FURTHER INSTRUCTION INSTRUCTIONS. ~ Q~oFESS i°~9'~ SEAL 5. ASSURE SEDIMENT DOES NOT LEAVE THE PROJECT SITE AS -CT SITE AS A RESULT OF LAND DISTURBING ACTIVITIES. COORDINATE WITH WATER QUALITY MANAGER, EQB 226'3 ,y~ SNG I N E~\~ a~: AT 910-451-9518. W. J E Cj ~'~~~~~sa~~~~~~.. 1. EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. LOCATE UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER OF CONFLICTS. 6, THIS PROJECT INVOLVES THE DISTURBANCE OF MORE THAN MORE THAN 5,000 SQUARE FEET. THEREFORE, REQUIREMENTS UNDER SECTION 438 OF THE ENERGY SEAL REPAIR LINES, STRUCTURES, AND FACILITIES WHICH ARE DAMAGED DURING CONSTRUCTION AT NO EXPENSE TO THE GOVERNMENT. INDEPENDENCE AND SECURITY ACT (EISA) WILL BE ENFORCE BE ENFORCED. THE POLICY DIRECTS ALL DoD CONSTRUCTION PROJECTS AND REDEVELOPMENT PROJECTS WITH FOOTPRINTS GREATER THAT 5,000 SQUARE FEET TO IMPLEP T TO IMPLEMENT LID TECHNIQUES TO MAINTAIN PREDEVELOPMENT HYDROLOGY TO THE MAXIMUM EXTENT 2. MAINTAIN WATER AND SEWER SERVICE DURING CONSTRUCTION, DO NOT CONNECT NEW UTILITIES TO EXISTING UTILITIES UNTIL AUTHORIZED BY THE CONTRACTING TECHNICALLY FEASIBLE. COORDINATE WITH WATER QUALITY -R QUALITY MANAGER, EQB AT 910-451-9518 OR PUBLIC WORKS DIVISION, OPERATIONS BRANCH AT 910-451-2213. ~ OFFICER. DO NOT PLACE UTILITIES INTO SERVICE UNTIL APPROVALS FROM PERMITTING AGENCIES HAVE BEEN OBTAINED. A=COM 7. THIS PROJECT INVOLVES ADDITION/CONSTRUCTION ON GREA- )N ON GREATER THAN 10,000 SQUARE FEET OF IMPERVIOUS SURFACE AREA. IT REQUIRES STATE PERMITTING AECOM TECHNICAL SERVICES, INC. THROUGH NCDENR-DIVISION OF WATER QUALITY AND THE DE AND THE DESIGN AND CONSTRUCTION OF APPROVED BMPS (COASTAL COUNTY RULES). COORDINATE WITH 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com WATER QUALITY MANAGER, EQB AT 910-451-9518. 8. A/E INFO 8. FOR SEDIMENT AND EROSION CONTROL PERMIT CONTACT INF 1. THE 100 YEAR FOOD PLAIN ELEVATIONS AS INDICATED ON THE DRAWINGS WERE ESTIMATED FROM THE FOLLOWING CONTACT INFORMATION, SEE CGOO1. APPROVED FOR COMMANDER NAVFAC a. WALLACE CREEK, FIRM PANEL 4384J, MAP NO, 3720438400J, NOU 3, 2005 ACTIVITY 100 FINAL DESIGN b. COGDELS CREEK (LOWER SECTION), FIRM PANES 4382J, MAP N0, 3720438200J, NOU 3, 2005 PACKAGE SUBMITTAL c. FRENCH CREEK & COGDELS CREEK (UPPER SECTION), FIRM PANEL 5302J, MAP N0. 3720530200J, NOV 3, 2005 ' SATISFACTORY TO DATE 06.13.2011 2. THE TOPOGRAPHIC SURVEY TITLED "TOPOGRAPHIC ROUTE SURVEY OF PORTIONS OF FRENCH CREEK / HADNOT POINT, INCLUDING CONTIGUOUS BISECTING ROADS 1. PERFORM CLEARING AND GRUBBING ON THIS PROJECT TO Tf JJECT TO THE CONSTRUCTION LIMITS INDICATED ON THE PLANS. DES JWJ DRW NJD CHK KMH «PM/DM» CW/PV PREPARED FOR AECOM TECHNICAL SERVICES, INC, LOCATED ON MCB CAMP LEJEUNE, JACKSONVILLE, ONSLOW COUNTY, NC" WAS PREPARED BY CORNERSTONE 2. IN THE DESIGNATED WETLAND AREAS, DO NOT PERFORM CLI PERFORM CLEARING OPERATIONS WITH MECHANIZED EQUIPMENT. BRANCH MANAGER SURVEY & ENGINEERING, INC, SUMMERVI~~E, SC. THE SURVEY WAS SIGNED AND SEALED BY R. DAVID BRANTON, PLS, (L-3636, NC), DATED MAY 16, 2011. 3. IN THE DESIGNATED WETLAND AREAS, DO NOT PERFORM GR PERFORM GRUBBING OPERATIONS CHIEF ENG/ARCH 4. ALLOW THE GOVERNMENT TO REMOVE MERCHANTABLE TIMBE ITABLE TIMBER FROM THE PROJECT SITE PRIOR TO BEGINNING WORK. COORDINATE THE START OF FIRE PROTECTION 3. THE SUBSURFACE UTILITY (SUE) SURVEY TITLED "A SUBSURFACE UTILITY (SUE) SURVEY OF PORTION OF FRENCH CREEK / HADNOT POINT, INCLUDING CONTIGUOUS CLEARING AND GRUBBING ACTIVITIES WITH THE CONTRACTING UONTRACTING OFFICER. ~ Z ~ z B BISECTING ROADS PREPARED FOR AECOM TECHNICAL SERVICES, INC, LOCATED ON MCB CAMP LEJEUNE, JACKSONVILLE, ONSLOW COUNTY, NC" WAS PREPARED BY ~g~ o 0 ~ c~ CORNERSTONE SURVEY & ENGINEERING, INC, SUMMERUI~~E, SC. THE SURVEY WAS SIGNED AND SEALED BY R. DAVID BRANTON, PLS, (L-3636, NC), DATED MAY 16, 2011. z~° z z= w z ~ O wQ~ ~ 4. THE WETLAND BOUNDARY FOR COGDE~S CREEK FROM NEW RIVER TO MCHUGH BOULEVARD INDICATED ON THE DRAWINGS WAS OBTAINED FROM THE MCB CAMP LEJEUNE z w o Z ~ z \ J GIS SYSTEM WHICH WAS BASED ON THE FIELD SURVEY OF THE WETLANDS AS FLAGGED BY TETRA TECH, INC, AND SURVEYED BY CHARLES F. RIGGS, PLS AND TITLED W Q LLJ ~z° ~ W DRAFT AQUATIC RESOURCES SURVEY, FRENCH CREEK, DATED APRIL 11, 2011. AT THIS TIME THE SURVEY IS LABELED PRELIMINARY, "DO NOT USE FOR CONSTRUCTION." J t I LLJ A FINAL COPY OF THE SURVEY IS NOT AVAILABLE AT THIS TIME. w X ~ ~ z m J W Q Q ~ ~ W ~ z~o a O 5. THE WETLAND BOUNDARY FOR COGDE~S CREEK FROM MCHUGH BOU~EUARD TO SNEADS FERRY ROAD INDICATED ON THE DRAWINGS WAS OBTAINED FROM THE MCB CAMP w ~ ~ z ~EJEUNE GIS SYSTEM WHICH WAS BASED ON THE FIELD SURVEY OF THE WETLANDS AS FLAGGED BY TETRA TECH, INC. AND SURVEYED BY CHARGES F. RIGGS, PLS oz AND TITHED FINAL AQUATIC RESOURCES SURVEY, COGDELS CREEK, DATED NOVEMBER 18, 2010. v~ ~ Q ~ ~ z W w J 6. THE HORIZONTAL DATUM FOR THE 'FRENCH CREEK' PROJECT IS NAD83 (2007 NCURS ADJUSTMENT), NORTH CAROLINA ZONE 3200 (U.S. SURVEY FOOT). THE PROJECT w ~ w IS SCAJED TO GRID, CENTERED AT CSE POINT 1, A LANDSCAPE TIE NAIF AND WASHER, HAVING NORTH CAROFINA STATE PLANE COORDINATES NORTHING 328,974,02, 0 z ~ ~ ~ FASTING 2,500,352.24, EFEUATION 20.56' NAVD88. THE COMBINED SCAFE FACTOR FOR THIS PROJECT AT 'CSE-1' IS 0.9999335828, THE PROJECT MAP ORIENTATION ~ m z ~N ~ IS GRID NORTH (NAD83, 2007 NCURS ADJUSTMENT, NORTH CAROLINA ZONE 3200), >W U HYDRAULICS DESIGN ENGINEER Q N J z ~ Q \~~~iiiliiiiiii w m 0 Q 0 e°o o~~, 9 o Q~~ ~ A SEAL 9~e w J ~ o 0 c~ 14101 ~ z 0 °~N~ I NE~~` ~ e~' ~ Q ~ Q c MD K AMP 0 /''~~~~~1~111~~` scA~E: NTS 0 SEAL EPROJECT No.: 796542 CONSTR. CONTR. N0. N40085-10-D-5313 o ° ~ ~ NAVFAC DRAWING N0. o ~ ~ ~ ~ ~ N ~ 12598686 ~ W ~ . SHEET L 2 OF 305 (~Q~C~ ~OI~O C P001 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 CIVIL PAVING LEGEND a a -c ~ ~ C F SLOPE STAKE LINE w a 0 C DENOTES CUT \ F DENOTES FILL _ ~ - i- 02 - SUPERELEVATION WETLANDS D CENTERLINE ~ BEGIN CONSTRUCTI01~ Z 0 ~ DRAINAGE STRUCTURE & PIPE o \ •TT2r STA. 10+25.OJ ~ - ; _ - TANK TRAIL 2 6 DRAINAGE STRUCTURE # N CER END C N TRUCTION - ' -CERC~ SITE ~ 1 A DENOTES SHEET KEYNOTES TANK TRAIL ~ - ~ ~ TANK TRAIL 2 ~ BIR •TT• STA. 25+17.53 j~ ~ TANK TRAI ~2. B I R ~ T ARTICULATED CONCRETE C S BLOCKS (.TT.) 1 uxo sir \ c ~0 SITE ~ ~ ~ CONCRETE PAVING i ' I I ~ ; ~ H CA Rp~ ~P107 i ~ GREENWAY TRAIL ~°oFESS°;o~~ 1 ; aQ~- GpOUNDWATER ~c~\ y P106 CP107 ~ = SEAL ~ ~ ~ ~ f~ ~ s 22613 ~ ~ CONSTRUCTION LIMITS ~ e PLUME P~~ ~ ~ ~ ~.F ~~e ~ • v . . ^ .GIN , ~ ` ~ S W. JET McHUGH BLVD ~ ~ ~ - 1•X•1 ~ ~ . SEAL / ~ E N~ CONSTRUCTION ENU.~ONSTf~UCTION A=COM TANK TRAIL 2 AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ¦TT2~ STA. 49 + 46.82 701 CORPORATE CENTER DRIVE, SUITE 475 •XcA.~19 46.54 - ~ _ ~ ~ONZALEZ A/E WFO APPROVED ~ FOR COMMANDER NAVFAC (•G•) CP103 CP104 ACTIVITY ~ ENAE ~ESG~ PACKAGE SUBMITTAE CP102 SNEADS FERRY ROAD SAT~SFA~T°RYT° DATE 96.~3z0~~ DES NJD cRWJD HR cHK KMH ~ «PM~°M» CW~PV BRANCH MANAGER CHIEF ENG~ARCH WETUINDS ~ ~ ,gyp'` j FIRE PROTECTION ~ ° ~ z Z z J B ~+Q Q 0 o C GONZALEZ BLVD WETLANDS ~ ~ ~ ~ ~ ~ ~ ~ ~ z BEGIN CONSTRUCTION i / ~ " y ~ Waz ~ ~ Wow ~ O z ~ o EN CONSTRUCTION w>~ Z I ~ ~aQ w z JZ`; W W o •G• STA. 5+14.11 CERCLASITE ~ ~ ZALEZ BLVD ~o¢ W ~ mJ x Q ~J JQ~ ~ W ~ Q ¦ ¦ ¦ ¦ zoo a 0 ~ . z w O BEGIN CONSTRUCTION ~ BEGINS CONSTRUCTION, _ = McNUGN BLVD TANK TRAIL ~ ~ z W ` J C~ w ~ z •X• STA. 11 +50.28 .1T. STA. 11 +00.00 ~ w > z ~ Q c~ ` z N J GON EXTE ZA B D i W W ~ ~ ~ I ~ N ~ ~ HYDRAULICS DESIGN ENGINEER Q ~ N J ¦ ~ z Q ~ i i \\\\11111111]// W ~ ~ ~.~`~N CARp'~., = J I`~11 ~ Z ~e•oF ~0~.9 oQW ~ o A 1• . . ' v~ ~ ~ z • ~ ~ •Q SEAL w J ~ (!3 - - o J - - ~ • 14101 • ~ Q Q W ~ • °~NG I NE~e`e ~ Q ~ ~ o Z ° ~ r--, M• K AMP i ''11111111AAAA` scALE: 1' = 400' ~ ~ SEAL EPROJECT NO.: ' 796542 i i GONZALEZ BLVD EXTENSION ~ CONSTR. CONTR. N0. N40085-10-D-5313 400' 20 '0 400' 800' NAVFAC oRAwiNC No. 1 ~ 1 "=400' 1 2598687 SHEET 23 of 305 GRAPHIC SCALES C P002 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a , a DETAIL 2 GONZALE BLVD CURVED TA McHUGH BLVD CURVE DATA STANDARD BASE DITCH a ( Not to Scale) ° - Natural Natural G /D G_1 X_C1 Ground D 1 Ground PI STA. = 8+gg.09 PI STA. = 15+ 4.76 PI STA. = 14+62.8 A QELTA = 32° 23' 50.8" (RT DELTA = 35° 4 ' 39.6" (RT) DELTA = 26° 55' 4~0" (RT) Filter _Fabric B Min. D = 2 Ft. ~ 9° 57' 52.1" D = 5° 43' 46.5" D = 4° 05' 33.2" ~ Mq TC / L = 325.13' = 622.98' L = 658.OT y~~N~ B Max. d = 2 Ft, *When B is < 6.0' B = 4 Ft. T = 167.04' = 321.97' T = 335.20' TELECOM-SEE SHEETS MC/~v R = 575.00' R - 1,000.00' R = 1,400.00' T-101 TO T-601 C G// e Type of Liner= Class 'B' Rip-Rap D Se =MATCH EXISTING Se = 0.05 Se = 0.041 'P ~ ~ VQ FROM - STA _12 + 16 TO STA. 12 + 91 RT. `ps =MATCH EXISTING Ds 40 MPH Ds = 40 MPH O i ~ STq 10 TONS CLASS 'B' RIP RAP -G- STA. 11+63.38 GONZALEZ BOULEVARD= r- ~~O 28 SY FILTER FABRIC -X- STA. 15+16.02 McHUGH BOULEVARD Q ~~•OQ . 0~ S, 7 TONS- CLASS 'B' RIP RAP ~~C ~ 22 SY FILTER FABRIC w SLOPE STAKE LINE ~ ~ ~ ,Q NS'E~. CONSTRUCTION LIMITS ° ^ ~ ~ ~ k CURVEX_ SIGNALIZED u ~ ~ ~ ~ m ~ ~ ~ -G- PC STA. :URVE X_C1 q N REMOVE -60 LF - 30" RCP i- PC STA. 12+42.79 > INTERSECTION ~BMOV~ ' ~ I y ~ ~ T~GRL EN SLOPE STAKE LINE 8' GREENWAY ry 15" RCP ~ ~ ~ ~ m ` I'~E~- - TRAIL CURVE G_1 ~O - CL. IV - "c F 1 SS ~ STEAM LINES TO Q CONSTRU TION LIMITS ~ ~ ~ F F \ BE RELOCATED V - - BEGIN C NSTRUCTION F' ; . - - _ ~ c UNDERGROUND. ~ S ~ SEE SHEETS GONZAL BOULEVARD . = ~r ~ -P~u~ F~ \ S101 TO MS~02 -G- STA. 5 14.11 , ~oN~ AR T2~ J,.' & °o, .G gOULE - CL, N 12 = 210 ~ 12' (2~ '!r ~ / / ~ CAR ~ CB - - F \ 00 ~ r ~ 3 - , . ~ (j~ rQ k i ~ v ~ ~2 ~ ~ ~ ~ ;a..~~ ~J = o SEAL = 2 ' 1 22613 ' ~ . 0 s - - - ° _ ~ - ~N~ EEC` ° ~ . W ' 21" j ~ CURVE G 0 _ `n ~ 2 ~ , ~ 4yy M , ~ ' - E - ~ 1 1 1 TON CLASS'B' RIP RAP ~ \ ~ i ~ ~ y - N-' ~ i 5 SY FILTER FABRIC i m • F w~ a ~ ~ ~ ~Ox E ~ ~ Jam` ~ SEAS \ ~ k' 12 y i ~ d' PLUG & / ~ E~ ~ S i 2' - 6" CURB AND GUTTER + I ~ L ~ ~ ' F / SLOPE STAKE LINE o FILL-~"~~ - - F _~Ih~ ~ . , , ~ SRO r2, ~ij ~ REMOVE Q HDWL ~ ~ ~ ~ I y ~D~V~ i N 32 LF - 18" RCP i- 7 3 / ~ - ~ ~ -CO ~ ~ ~ k WETLANDS BOUNDARY \ ~ I ~ , ~ \ ~ ~ / V ~ /n, AECOM TECHNICAL SERVICES. INC. 5 °I' 1 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 F~ 10p o \ F I i ~ " S E D IE C H M S D M H c ?C ~9,9> 8~4-6200 www.aecom.com 1l1// 3:1 SID S 3.09% GRADE z ~ V AiE ~NFo 6 nPPROVEo r, I CONSTRUCTION LIMITS C s TELECOM-SEE SHEETS 1 I r I a I ~I ~ _ ~ - ~ ~ ~I~ E DETAIL 2 . T-101 TO T-601 @URVE JC_G1 I, W A , +14'11 ~ I ~ BEGIN PROPOSED FOR COMMANDER NAVFAC STEAM L N ES TO BE REL ATED ~ A TIE TO EXISTING CURB AND GUTTER + 03 m ~7 TONS CLASS ' 2-6 CURB AND GUTTER I _ S CLASS 'B' RIP RAP UNDER OUND. = A~T'~'~ ~ oo~ 3iNAZ oESicN FILTER FABRIC SEE SH ETS ~ PACKAGE suBMiTTA3 MS101 T MS502 ~V SAT~SFA~TORY To DATE o6.~ 3.zo~ ~ ~ . v .-V or+E" ~ ~ =i 22 SY FILTER FA ~ SLOPE STAKE LINE 'AKE LINE -RUCTION LIMITS w GENERAL SHEET NOTES °EPM,o J>° °RWJD CW/PV KMH ti- ti. 1- , ~ SLOPE STAKE LINE I r ~ CII~\~ CONSTRUCTION Y ` \ oHE ~ N k, ' .END PROPOSED ~ ~ oHE CONSTRUCTION LIMITS~~',F ~ oai ~a ~ , +05.28 WATER-SEES EETS ~Q" MA"AVER POSED CU101 TO CU111 1. SEE UTILITY PLANS FOR ALL REMOVAL RELOCATION ~"SEE ENC~ARC" ~'-6" CURB AND GU B INSET A +a~.82 ~ _ _ ~-~N BAND GUTTER EIRE PROTECT~oN ELECTRIC-SE SHEETS AND ADJUSTMENT OF EXISTING UTILITIES. ES 101 TO ES~'04 ~ z ~ Z B ~p ,~o,i, ~ o ~ ' I a END CONSTRUCTION ~WETLANDSBOUNDARY C 041 TELECOM-SEE SHE ? S H E ET KEYNOTES ~ o - o ~ o 00 T-10 MCHUGH BOULEVARD sPecia~ cur ~iTCH o Z ~ M,,TOH ~^^T°H , I~ ST% X- ST/~. ~ 9+46.54,; I STA. 18+50 TO STA: 19+73 RT. O SEWER FORCE MAIN AS INDICATED IS z ~ z Z o co A ~aw ~ Q o~ SEE DETAIL 1 ~ U ~ PC STA. ~ ~+27.65 ? PART OF PROJECT P1264/1265 AND IS ~ ~ ~ o - o ~ 1 CURVE X C1 ~ suPER su a C PC STA. NOT INCLUDED IN THIS PROJECT ~ Q ~ w Z co rn . . -X- PT STA. 17+85.66 - ~ + BEGIN CONSTRUCTION i rCQNSTRUCTION LIMITS ~ M HU H B ULEVARD B SANITARY SEWER AS INDICATED IS ~ Z ¢ ~ Q Q I II SLOPE STAKE LINE ~ -X- STA. 'I 'I+JO.ZS ~ BEGIN OPOS = al B ~ z -6 D ti , _ ~i l_ I ~ OPOSED ~ PART OF PROJECT P1264/1265 AND IS Q p m J X cn cn ~ R AND GUT ER NOT INCLUDED IN THIS PROJECT Q Q ~ ~ W o 0 zoo a 0 - - ELECTRICAL AS INDICATED IS PART OF ~ z ~ c ~ ~ ~ PROJECT P1265 AND IS NOT INCLUDED ~ ~ Q ~ o0 ~ ~ - 8" RCP IN THIS PROJECT ~ ° ~ W ~o ~ ~"a ~ ~ ui ` \ Qom-- ate- ~S ~C ~ - REMOVE o ~ - MCHUGH ~ ~ ~ N N 55 35 20" J ~ BOULEVARD i 12.99' N X ? J o ?D N/A THIS SHEET w ~ Q m ~ ~ - ° ~ 3.13' ~ - ~_a ~o ~ o w ~ U, a z ~ I ZI 2 ~ ~w~'n i 12' S-ao ~ I_ ~ i ~ 12' ?E N/A THIS SHEET z N ~ ° s ~ _ ~ ~ ~ ' 2' - = r; _X_ pOT STA. 10+00.00 w L1J m J HYDRAULICS DESIGN ENGINEER Q w N J IV m ~ 10 ' . z ~ Q ~ W ~~~iiiliii~~~ w m J = ~ ~ w r N C A R Q = J Q C~ 1UU' TAPER ~ ~o~.•FEssio <~~9 ~ U ~ ~ Z z = -X- POT ST . 19+7 .68 - Z - R A ~T----- J - - - ° _ ~ A ' a , °~~oSEAL z J o ~ O ~ ~ x ° DETAIL 14101 ~ Q Q z ~ ~ ~CONSTRUCTK7N' t r U ~ ° ~Q, o z o ~ SPECIAL CUT DITCH , ~ LIMITS ~ GON LEZ BLV EXTE N pRZH U ~ M° K AMP Natural( Not calve) A SLOPE STAKE L'f~J ~ SCALES "=50' SEAL ~ EPRO~ECT No.: 796542 2 ~ p ~2t~ Ditch ~ ~ ~`yo roun ~1 e~ Slopne y r TELECOM-SE ~ coNSTR. coNrR. No. o - E SHEETS ~ - N40085-10-D-5313 ~ 50' 25' 0 50' 100' _ - FO ' s Min. D- 1 Ft I ~ ~ T-101 TO T-601 NAVFAC DRAWING No. 1"=50' 1 2598688 FROM STA. 18+50 TO STA. 19+73 RT. i FOR PROFILES SEE SHEETS CP201 & CP203 SHEET 24 of 305 '~a~~ FO ot_o FOR INTERSECTION DETAIL SEE SHEET CP401 GRAPHIC SCALES CP101 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a ti a ~V O Oh CURVE TT_C3 Z O ~ ~ DETAIL 1 DETAIL 4 ~s\\ STANDARD BASE DITCH ~.VQ~O'VQ \ ~ CONSTRUCTION LIMITS r o TLANDS SPECIAL CUT DITCH (Not to Scale) ~ B~3UNDARY (Not to Scale) 2 V ~ XO~ ~ WETLANDS ~~~i`o~ BOUNDARY _ ~ T Natural ~ ~`1 Front Grou d Gaou d \ BASIN #1 N Ground 3.7 Ditch p D 3' ~ ~ 30' X 30' `S~Q' Q-~~ tih EMERGENCY ~ D Slope N ` BOTTOM ELEVATION = 7' 7' ~ ~ ~ij \ SPILLWAY ~ ~h \ 7 TONS CLASS U Min.D=0.0-1.0 Ft. ~ r TOP ELEVATION = 10' STFzAM LINES TO Min. D= 1 Ft. ~ J , ~ ~ 6=4.0 Ft. ~ BERM WIDTH = 10' BE RELOCATED ~ (SEE DETAIL SHEET CP509) ~ <C/ C\ \ C ~ 0~ SY RAP H D UNDERGROUND. STA 16+00 RT ~ ~T NS CLASS 509) ~ ~ ~ILTER FABRIC W SEE SHEETS FROM STA. 16+00 TO STA. 17+00 LT. EMPORARY WORK BRIDGE NOTE ~ 4 \ \ ~ DOUBLE FACED W S101 TO MS502 FROM STA. 17+00 TO STA. 18+00 RT. A TEMPORARY WORK BRIDGE IS REQUIRED FOR CONSTRUCTION LJ \ 'B RGP ~`P • _ ~ \ ~j, \ ~ 2- AR M ETAL RAIL ~ ~ FROM STA. 18+50 TO STA. 19+50 RT. OF THE GONZALEZ ROAD BRIDGE. THE TEMPORARY WORK BRIDGE, ~ L ~ FABRIC A D BARRIER FROM o IN COMPLIANCE WITH THE PROJECT PERMITS, IS TO BE FURNISHED ~ \ 02 ~ ~ -G STA 26+90.83. ~ W a ~ AND REMOVED BY THE CONTRACTOR. THE WORK BRIDGE SHALL BE ~ \ ~ ~ ~ T 36+16.16 ~r~ ~W N ~ A CONSTRUCTED USING TOP-DOWN CONSTRUCTION METHODS ON ~ ~ ~ 02 \ \ TEMPORARY PILES. DESIGN CALCULATIONS AND DETAILS SHALL MEET ~2 THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE CONSTRUCTION \ t~~ ~n~ m ~ B SPECIFICATIONS -THIRD EDITION, 2010 INTERIM REVISION, SECTION 3.5 ~ B o ~ ~ CONSTRUCTION LIMITS TEMPORARY BRIDGES SHALL BE SIGNED AND SEALED BY A NC _ _ - - _~~5 ` ~ ~ LICENSED PROFESSIONAL ENGINEER AND BE PROVIDED BY THE _ - - Ss ROD AND L/ \ ~ ~ ~ 4' BASE D-ITCH ~ BEGIN BRIDGE UG C~ I I / 3:1 SIDES p ~ - CONTRACTOR FOR REVIEW BEFORE BEGINNING CONSTRUCTION OF ~ ss ss _ _ + CONNECTORS I ~i ~ SPECIAL CUT DITCH THE WORK BRIDGE. 55 FM ~ F F ~ T- PC STA. 16+29.8 0.00% GRADE M ' ~ ~ E DETAIL 4 ~ STA. 16+00 TO STA. 17+00 LT. ~ ~ l SEE DETAIL 1 - Ss / F PPRO SLAB ~3' -CONCRETE TEMPORARY H BOLLARDS EE - -STA 26+90 ~ F~ WORK BRIDGE DETAIL S-04 Z v ~ 100' TAPER - FM L RAIL ss ~0 0 ' i LTTURN_ _ ~ C --ss _ F UCHOR F R m' ° ApERC FM SS ~ ss FM FM ~ ~g Fed- SLOPE STAKE LINE E 350 `~a~~uu/I~i ~ R ~ o N S D M H m ` ~``~Rq N CA RQ~ ~''',i _ p / ; ~ ~ ~ o g o~~ S S o -G- GONZALEZ BOULE ARD N 56° 4' 10" E ~ 2~ N ~ o V ° 12' LN ~~oFESS,o 9~ - ° ° = °Q - _ ~ 1 1 ~ J oa SEAL = Z 1 ~2~ 12' 1Z ~ o ~ o A ~ ~ 22613 = 12 ~ 12' ~ w W W w 26, w w . . . . N _ °~,N~ I NE~e` \ 1 C m 12 ~ W 2 - Ti: - O G I ~ ~ E p ,''~~S s o I E~ ```~e N ~`L~ W _ s F E E E E E E GUARD 9 ANCHO - - 3' CONCRETE ~ SEAS ~ 8 .rte C - C Y TRAIL - _ 2G~ j~C F 8' GREENWA ~ E c ~ TYPE B- 7 LLARDS SEE W L ~ ~ 175 LF GUARDRAIL ~ D=12 Q C ~j 320' RANSITION ~ (INCLUDING ANCHOR Uf~kl, S) _ SEE DE AIL FI ~ ~ D TAIL S-048 Z D 12 ~p~0~~ 08 ~ -T P STA. 15+24.95 - _ J ~ SPECIAL CUT DITCH + SLOPE STAKE LINE w ~~~EE DETAIL CP514 &CP51_O ~ ~ ~ CURVE G 1 STA. 18+50 TO STA. 19+50 RT. _ p q ~ ° _ n SEE DETAIL 1 \ F ~ SPECIAL CUT DITCH r~ _ 'I25' ~ F ~ ~ _ _ ~~0~ P O~ ER ~ r CONSTRUCTION LIMITS ~ \ B M G U R +81 26 AECOM TECHNICAL SERVICES, INC. ' v R 701 CORPORATE CENTER DRIVE, SUITE 475 RTW OAP . S L~ \ ^ I W W ~ RALEIGH, NC 27607 STA. 17+00 TO STA. 18+00 RT. ui ~ w~Tw VVVVVV VV _ ~ (919)854-6200 www.aecom.com 6} SEE DETAIL 1 fO CONSTRUCTION LIMITS ss ~ TELECOM-SEE SHEETS ~ `~s I RAP, EE 18" AAP C ~ CURVE TT C2 S T S-0 8 F \ - ASE ~NFo ~ T-101 TO T-601 SPECIAL CUT DITCH APPR°~Eo -G- S A. 28+1 50 28+1 50 GO L Z OUL VARD ~ 24 ~ STA 14+30 TT RT TO ~ 8' GREENWAY TRAIL ~ WATER-SEE SHEETS -TT- TA. 15+82.1 N _ a CU101 TO CU111 A. 15+82.12 TAN T I L STA 16+50 TT RT SEE DETAIL 3 EGR C°MMANOER NA~EAC m ~ C\ ~ F 2 TONS CLASS 'B' RIP RAP A°T'°'~' ~ oo~ ~iNA~ oESicN m ~ NOTE :PROPOSED 3' CONCRETE BOLLARDS WILL BE ~ ' ~ ~ \ ABC SY FILTER FABRIC PACUACE ~uBMiTTA~ PLACED ON THE LEFT AND RIGHT SIDES OF THE TANK sATISEACTORY To onrE 06.13.201 1 TRAIL TO PROTECT BRIDGE PIERS. SEE STRUCTURES ~ - / DES NJD DRWJD/HR cHK KMH DETAIL S-048 ~Q «PM/DM» CW~PV ELECTRIC-SEE SHEETS ES101 TO ES504 DETAIL 3 CONSTRUCTION F BRANCH MANAGER CHIEF ENG~ARCH ~I ~ C FIRE PROTECTION SP (Not to SrT,alel~ CH LIMITS ~ ~ °~z Q B ~ GONZALEZ BLVD Front CU ~ CURVE DATA Ditch CURVE TT_C1 ~ ~ ~ ~ ~ ~ ~ ~ o ~ lC ~ I SLOPE STAKE LINE ~ ~ o z o G 1 Natural ~ Slo e z \ I ~Uw ~ O °oo ~ ~ \ PI STA. = 15+64.76 Ground 3'7 D 3' p z w - DELTA = 35° 41' 39.6" (RT) Min. D= 1 Ft. wQ~ o +O D=5°43'46.5" ~ w~~ ~ ~ ~o \ Q~ w z L = 622.98' FROM STA. 14+30 TO STA. 16+50 RT 02 \ ~Z¢ ~ W Qoo T = 321.97' ~ JtIW~ C ~ w W ~ - \ F o2 ~ ~ ~Om J X Q GENERAL SHEET NOTES \ R=1,oo0.00~ \ e = 0.05 'P CERCLA SITE ~ - _ ~ `4 = 40 MPH ~ ~ ti \ Q B ~ ~ WETLANDS ~ ~ U ~ 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION TANK TRAIL CURVE DATA ~ \ Ss AND ADJUSTMENT OF EXISTING UTILITIES. L PE TAKE LINE \ C ~ F \ BOUNDARY OV ~ Q o0 S O S ~ X \ ~ ~ o0 TT C1 TT C2 TT C3 3~ \ ~ J o ? SHEET KEYNOTES PI STA. = 12+87.07 PI STA. = 14+66.75 PI STA. = 17+g1.20 DELTA = 74° 10' 57.8" (RT) DELTA = 34° 25' 07.0" (LT) DELTA = F5' 37' 58.8" (LT) D = 28° 38' 52.4" D = 28° 38' 52.4" D = 22° 55' i?5.9" iw ~ Q SEWER FORCE MAIN AS INDICATED IS L = 258.95' ; " ~ L = 120.14' L = 285.3" v ~ PART OF PROJECT P1264/1265 AND IS T = 151.21' ~ T = 61.95' T = 161.22' x~` ~ o ~ N > NOT INCLUDED IN THIS PROJECT R = 200.0(3' R = 200.00' ~1= 25~fl0' r'~i J J 5~P• CONSTRUCTION ; ~ w J m Q ? SANITARY SEWER AS INDICATED IS S~ = O.Q2 'P/ Se = 0.02 'P Se = 0.02 'P g Ds = 15 NkPH Ds = 15 MPH Ds = 15 MPFi QV LIMITS ~ HYDRAULICS DESIGN ENGINEER Q ~ NQ N~ ~~~1111111/// _ m ~ W PART OF PROJECT P1264/1265 AND IS c A _ NOT INCLUDED IN THIS PROJECT i ~ ;~\,o~~SSio~~~'q o Q ~ ~ NZ Q SEAL w J o ~ (!3 ~ g IN CONSTRUCTION = 9~, = z " z ° ~ oa A o ~ ~ N/A THIS SHEET / ~ ~ TRAIL ~ ~4 ~o ~ ~ ~ ~ z ';oy'.. w . -TT-- ~l 11 +00.00 00 ~ N~~~~~~~ ` ~ a ~ Q j ox~O ~ MD K AMP~P ~ z o ~ _ J, SEWER PUMP STATIONS AS INDICATED CERCLA SITE \ A ///III I I I1~~~ scALE: 1 „ 50, GONZAL 6 VD E~`fENSION SEAL EPRO~ECT No.: 796542 ~~'~P r n ~ ~ IS PART OF PROJECT P1264/1265 AND IS SCALE 1"•5 ~ coNSTR. colvrR. No. 'o o ~ c NOT INCLUDED IN THIS PROJECT \ N40085-10-D-5313 50' 25' 0 100' \ t ~ NAVFAC DRAWING N0. I` 1"=50' 12598689 " ~ ~ ~ E N/A THIS SHEET 1 ~ ~ i SHEET 25 of 305 t~ ~ 'cam z~ ~~a FOR PROFILES SEE SHEET CP201 & CP204 GRAPHIC SCALES ~ P ~ OZ ot_o 1 2 3 4 V DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 GENERAL SHEET NOTES a a 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION AND ADJUSTMENT OF EXISTING UTILITIES. o ? SHEET KEYNOTES N/A THIS SHEET D SANITARY SEWER AS INDICATED IS D PART OF PROJECT P1264/1265 AND IS NOT INCLUDED IN THIS PROJECT a TEMPORARY WORK BRIDGE NOTE U O A TEMPORARY WORK BRIDGE IS REQUIRED FOR CONS OF THE GONZALEZ ROAD BRIDGE. THE TEMPORARY W INCOMPLIANCE WITH THE PROJECT PERMITS, IS TO B N AND REMOVED BY THE CONTRACTOR. THE WORK BRI p CONSTRUCTED USING TOP-DOWN CONSTRUCTION ME r- TEMPORARY PILES. DESIGN CALCULATIONS AND DETA =0R CONSTRUCTION C N/A THIS SHEET 'ORARY WORK BRIDGE, N S, IS TO BE FURNISHED ?ORK BRIDGE SHALL BE CTION METHODS ON ?D N/A THIS SHEET AND DETAILS SHALL MEET a THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE C SPECIFICATIONS -THIRD EDITION, 2010 INTERIM REVIS UWETLANDS TEMPORARY BRIDGES, SHALL BE SIGNED AND SEALED 3RIDGE CONSTRUCTION AIM REVISION, SECTION 3.5 ID SEALED BY A NC E N/A THIS SHEET W EMERGENCY BOUNDARY LICENSED PROFESSIONAL ENGINEER AND BE PROVID SPILLWAY CONTRACTOR FOR REVIEW BEFORE BEGINNING CONS _ ~ M 8 TONS C SS PROVIDED BY THE ING CONSTRUCTION OF - - - M B~ RAP THE WORK BRIDGE. (q 18"CARP W/ 15 SY O W ROD AND LUG CONNECTORS FILTER FABRIC 2 TONS CLASS'B' RIP RAP i~ W GUARDRAIL 7 SY FILTER FABRIC ~ ~ ~~OR~°~S~R~~~n/ B . Q~oF o~%y`~9eo O ~ B TYPE 677 I ~ --------I BASIN #2 ~ = = SEAL p (SEE DETAIL ~ 65' X 70' ~ CP507-CP508) ~ ~ ~ BOELEVATION 10 3 = 11' 1' Q CONSTRUCTION LIMITS 2263 ;~~y~~NG I NEF'e`~~ 0 DOUBLE FACED END ~ ~ BERM WIDTH = 10' U FS C C + TEMPORARY 2-BAR METAL RAIL APPROACH SLAB (SEE DETAIL SHEET CP509) )09) a W. JE ~'~~~~~sa~~~~~~.. WORK BRIDGE AND BARRIER FROM / M -G- STA 36+17 ~I 7 TONS CLASS 'B' RIP RAP Cn SEAS ~ 22 SY FILTER FABRIC 036A66+90.83 END BRIDGE ~ 175 LF GUARDRAIL - - - + (INCLUDING ANCHOR UNITS) fq SS JITS TAPER ~ i/ ~ (SEE DETAIL CP514 &CP515) ~ ss ~ 515)) LT TURN ~n ~ ~ SS SS ~ ss F 0 320' TRANSITION ~ +O r ~COM o 0 12' i SS SS ~ F --~_~~SLOPE STAKE LINE E ~ ~ O z AECOM TECHNICAL SERVICES, INC. - \ - - _ - - - - ~ - - - ~ / ~ - O ~ 701 CORPORATE CENTER DRIVE, SUITE 475 m 12~ 12 z1' o SS S~ F RALEIGH, NC 27607 (919) 854-6200 www.aecom.com N DMH N M GUARDRAIL ANC ss _ ~ W TYPE 350 J ~ U o $ o N \ ~ F HDWL o Cn~ 21 36" RCP o m z ASE ~NFo o~ - - ~ ~ nPPRavE~ N 56° 49' 10" E N IV E RAD= 125' -G- 12' NZALEZ BOULEV E Z BOULEVA p ~ ~ \ _ , W--- o --o - o ~ , N ~ o o ~ 12 ~ 12 = r EoR coMMaNOER NwEac 0 0 0° O E T - ~ w W W o 0 0 ~ 12' W ncrvin 100 EINAE DESIGN ~ W W W ~ ~ ~ PACKAGE SUBMITTAE 11 _ --1 ~ W \L\ - _ C') r Z CONSTRUCTION LIMITS WpRK~BRIDGE GUARDRAIL ~ F BRAD- 125' E - - ANCHOR ~ GUARDRAIL E = W TYPE B-77 ~ ~ ANCHOR / snTisEncTORY To onrE 06.13.201 1 C oES NJD ~RwJD/HR cHK KMH GQ 14 _ ~ ~ «PM~oM» CW~PV U w W (SEE DETAIL ~ ~ TYPE 350 BRANCH MANAGER ~ W w W CP507-CP508) F 13 13 ~`L - F ~ cwEE ENC~ARCR - - - F CURVE G_2 . - FIRE PROrECrioN Q W ~~W F 8' GREENWAY TRAIL MHz a B Q J z B ~ ~ - ~ ~ ~ J e TELECOM-SEE SHEETS ~ Q o o ~ ~ T-101 TOT-601 ~ SPECIAL CUT DITCH z ~ o ~ ~ STA. 39+50 TO STA. 41 +50 RT. z WATER-SEE SHEETS WATER-SEE SHEETS SLOPE STAKE LINE O SEE DETAIL 5 ~ Q w o _ CU101 TO CUM RIP RAP, SEE CU101 TO CUM ~~w z SHEET S-048 CONSTRUCTION LIMITS ~ Q Q w z o 10 TONS CLASS 'B' RIP RAP GONZALEZ BLVD w z ~ z o 28 SY FILTER FABRIC ~ t Lu ~ H CURVE DATA G 2 tom J W a~ - ~Q~ ~ P I STA. = 43+76.40 ELECTRIC-SEE SHEETS DELTA = 21 ° 39' 48.9" LT ~ ~ ~ ~ ~ J ( ) pC ~ Q ES101 TO ES504 D=3°28'20.9" Q o~ L = 623.87' ~ ~ o T=315.70' z W w~ R = 1,650.00' w ~ Q o WETLANDS BOUNDARY Se - 0.04 / w ~ ti 2 Ds = 40 MPH z m o°o C'3 DETAIL 5 w w SPECIAL CUT DITCH HYDRAULICS DESIGN ENGINEER Q w N J Q (Not to Scale) z - a ~ ~ Path ~ ~ ~ I ~ ~ ~ m cn j A ;~o~~NEss Ra~~~9 ~ U ~ o O Roadwa Z ~ ~ JP' ~ Back ~ : ~oF ~ ° ~ ~ o A e _ Q •'1 p Ditch - ~ ~ SEAL v~ : = ~ J o ~ Front = z C'3 o ~ GONZALEZ BLVD EXTENSION Slope Ditch :e i4 io i ~ Q z SCALES 1"•50' Min.D=1 Ft. ~ ~~Q Slope ~ ~~°~~ciNE~~°~~:' ~ Q ~ ~ a U MD K AMP FROM STA. 39+50 TO STA. 41 +50 RT. SEAL EPRO~ECT No : ~g654~ a< coNSTR. coNrR. No. mop N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. i-. ° ~ i s 1"=50' 12598690 d SHEET 26 of 305 FOR PROFILES SEE SHEET CP202 GRAPHIC SCALES CP1 O3 `Q ~.i _ ~Fd or_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2OO9 1 2 3 4 5 GENERAL SHEET NOTES a a 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION AND ADJUSTMENT OF EXISTING UTILITIES. a 0 2. THE FRENCH CREEK BEQ, BIRCH STREET AND GONZALEZ BOULEVARD (EAST OF BIRCH STREET), f WAS UNDER CONSTRUCTION AT THE TIME OF THIS ~ l DESIGN. THE CONTRACTOR WILL VERIFY THE ACTUAL EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES. 0 ^ `CAA SHEET KEYNOTES D D CONSTRUCTION LIMITS ,h -T Cp107 0 h O o ~sj. ~ ~ ~ S A N/A THIS SHEET o ~x ~ a MATCHLINE SHEE sPecia~ cur ~iTCH , ' ~ BIRCH STREET STA. 48+25 TO STA. 52+50 LT. ~ ~~s SEE DETAIL 1, TIE TO `r2X w 9 UNDER CONSTRUCTION EXISTING DITCH 9S ° TELECOM-SEE SHEETS r / ~ ~ SANITARY SEWER AS INDICATED IS w T-101 TO T-601 ~ ~ ~'A ~ B PART OF PROJECT P1264/1265 AND' IS ~ o ~ S~, , NOT INCLUDED IN THIS PROJECT W ELECTRIC-SEE SHEETS ~ ~ s ° E I~ ~ ~ ES101 TO ES504 ~ ~ ~ ~ s3 ~ x9~;; ~ N/A THIS SHEET G~ ~ , , ~ 2 / 7~ WATER-SEE SHEETS ~ I O CU101 TO CUM ~I C0 I N SLOPE ~ ~ ?D N/A-THIS SHEET ~ STAKE / ~ s LINE CONSTRUCTION LIMITS to B ~ ~ ~ ~ i / ~ ~ I CONSTRUCTION + s / E SEWER FORCE MAIN ,AS INDICATED IS ```aa~~ a u~~~a''' ~ W `LIMITS w ~c O'CPP / / PART OF PROJECT P1017 AND,P'l047 AND ;~'~oo~~ssRO<%~~;,, DI ~ ~ 1p ~ ~ IS NOT INCLUDED IN THIS PROJECT aQe- ~9~~, ~ CONSTRUCTION LIMITS ~ II I RAD=30' ~ ~ / ` ~ SEAL 22613 r ~a ~ C ~ W. JET Cj C Z Na _ify~~ ~ 12 CURVE G_3 ~'~~~~~sa~~~~~~.. m B ~ I~ ~ ~ 24~ ~ } ~ ` ~2 G~ v~ sEA~ END CONSTRUCTION Z SLOPE STAKE LINE ~ I ~ N~~ / ~ CURVEG 2 ~'~'D~30' o~ ~ / t / / GON - ~ -G- S ~ ~ 12 N 35 p9 / i GONZALEZ BOULEVARD -G- STA. 52+95.00 (rfl ~ //i t ~ F 1 ' ~ w E tai A=COM = ^ AECOM TECHNICAL SERVICES, INC. lV- G/ 701 CORPORATE CENTER DRIVE, SUITE 475 p7 ~Ng~TION o F ~ ~~2 ~2 0 FRENCH CREEK BEQ C ors ' 12~ } ~ ~ UNDER CONSTRUCTION ~ T I 0 N (919) 854-6200 LEIGH, NC 2760 aecom.com v _ (BY OTHERS) A/E WFO APPROVED ~sT w ° ` TELECOM-SEE SHEETS F Nc.~~ - r r" T-101 TO T-601 i ~ ~ ~2 ~W ~ ~E~ F~ ~ . ~ WATER-SEE SHEETS FOR COMMANDER NAVFAC D 12 . -i~,~-' ~ - , _ ~ ~ CU101 TO CUM ACTIVITY 1 PACKAGE SUBMITTAL 3- " / ~ ~ ELECTRIC SEE SHEETS A ~ ~ ~ - ice/ + w ` ~ ~ snrisFncroRY To onrE 06.13.201 1 F, ~ oES NJD ~RWJD/HR cHN KMH o . is ~ ~i E gi ~ «PM~oM» CW~PV KE~~N ' / N ss e ES101 TO ES504 BRANCH MANAGER N _ SPECIAL CUT DITCH CHIEF ENG~ARCH O OP j (Not to Scale) FIRE PROTECTION m ' /S`~~~/// STA. I4+ OTOS A 48+00~; r. DETAIL 1 B m F ~ Front ~ Z ~ J z z 8' GREENWAY TRAIL ~ \ Natural SEED TAIL 5 ~ ~ ~`1 Sloc e ~ B ~g¢ o o I TELECOM-SEE SHEETS ~ ~ Ground 37 D P ~ c~ m T-101 TO T-601 ~N ~ ~ Min. D= 1 Ft. = z wUz ~ O wQ~ ~ z w o ~ ~ ~ 1 TON CLASS'B' RIP RAP c~LLw z J n 5 SY FILTER FABRIC ~ r FROM STA. 48+25 TO STA. 52+50 LT. wQ~ ~ o0 w Z co Q ~z W W ~ ~ CONSTRUCTION LIMITS WATER-SEE SHEETS ~ F~- " H p CU101 TO CU111 , ~i W X ~rn ~ ~ m ~ ~ W W ELECTRIC-SEE SHEETS F ES101 TO ES504 `~N . ~ z ~ ~ J~ r '~i ~ ~ i ~ ~ Q v > °mo ~ ~ - Z ~ N GONZALEZ BLVD ~ - - ~ wo w ~ ~o CURVE DATA W O N O Z ~ ZO 2 PI STA. = 43+76.40 PI STA. = 51+76.13 `N DETAIL 5 C'3 0 ~ DELTA = 21 ° 39' 48.9" (LT) DELTA = 36° 01' 11.8" (LT) SPECIAL CUT DITCH D = 3° 28' 20.9" D = 8° 00' 48.2" (Not to Scale) w N ~ ~ W . L = 623.87' L = 449.50' Path HY AULICS DESIGN ENGINEER Q w N J Q z ~ Q ~ ~ ~~~iiiliiiii~ m F T = 315.70' T = 232.46' Roa w ~ JP~ ~ Back R = 1,650.00' R = 715.00' Front 4 ~ D Ditch ~~~.•FESSi o ~~~'-9 ~ U ~ ~ Z Se = 0.04'/' Se =MATCH EXISTING Slope o Ds = 40 MPH Ds =MATCH EXISTING ,n Slope Min. D= 1 Ft. SEAL = w J o B 14101 ~ ~ Q Z FROM STA. 44+50 TO STA. 48+00 RT. ,~.r ~ " °~N~I NE~~`~~~' ~ ~ Q ~ Q ';oy'.. w ~ ° ~Q, o z o ~ MD K AMP GO ZALEZ BLVD EXTENSION SEAL ~ EPRO~ECr No.: 796542 ~ ~ SCALES 1"•50' coNSrR. coNrR. No. a N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. o c~.l `~:J s N 1"=50' 12598691 ~ ~ c N c:i C ~i.j, sHEEr 27 of 305 J FZ c FOR PROFILES SEE SHEET CP202 GRAPHIC SCALES C P 104 O I_ O 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 1 2 3 4 5 a a a 1 a 0 TANK TRAIL CURVE DATA \TA~I K TRAIL 2 CURVE DATA N TT C3 TT2 C1 TT2 C2 PI STA. = 17+91.20 PI STA. = 13+66.82\ PI STA. = 22+52.14 DELTA = 65° 37' 58.8" (LT) DELTA = 24° 24' 20.9" (RT) DELTA = 81 ° 41' 51.8" (RT) D = 22° 55' 05.9" D = 16° 22' 12.8" D = 22° 55' 05.9•, WETLANDS BOUNDARY L = 286.38' L = 149.09' L = 356.47' T=161.22' T=75.69' T=216.17' D R = 250.00' R = 350.00' R = 250.00' Se = 0.02'P Se = 0.02'P Se = 0.02'P g Ds = 15 MPH Ds = 15 MPFI% Ds = 15 MPH ~ Z 0 0 ~ a U ~ ~ (n N o to r 'O V \ • ~ N ti CERCLA SITE x~b~ / \ W `1~O WETLANDS BOUNDARY ~ _ o (n ~C°'~P• CONSTR... CTION LIMITS ~ W W cp (n \ eo ~ ~ ~ p \ls END CONSTRUCTION ~ 2 TONS CLASS 'B' RIP RAP / ~ ~ ` \ ~ TANK TRAIL pPR 7 SY FILTER FABRIC / O / -TT- STA. 25+17.53 - Se~~N Np \ ~ ~ eeeeeiueeej~ OPE -STAKE LINE r~ ~e / F ~~oFESS io 9~ N = = ~ PROVIDE OPEN-CELL 4 ~ caaP ~ Q a°Q = o SEAL s ss / ~ ~ ARTICULATED CONCR TE ~ g s ° 22613 ° - ° ° ~ ~ BLOCK SYSTEM / ° e N ~ - ° ° - W ~ : ~ °°,,G I NE°°°°°5 C ~ ~ ~ ,~6`•l' B N -TT2- STA 15+00 TO 19+3 (LEFT) C SEE DETAIL A2, SHEET C 503 ~~'F i , G l' ~ /X' ~ 'BEGAN C~NSTR~JCT~~N ySPEC. NO. 353119.20 0° J ~ ~ ~ -o / / Q N 2 ~2 ~y , / SEA \ ~ ~ 'TANK TRAIL 2 H ti`' corvsTRUCrioN ~iMiTS TT2- STA. 10+25.09 ~ o W / ? \ CURVE TT2_C1 N F / ~ CURVE TT2_C2 z ~ \ ~ \c ~ s~ ~ ~ SLOPE STAKE LINE ~ , , Q ~COM / ~ 2 TONS CLASS B RI P RAP ~ / - / SY FILTER FABRIC AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 / / ~ (919)854-6200 www.aecom.com / ~ PROVIDE OPEN-CELL ~~"s F ~ \ ARTICULATED CONCRETE Fj~~~ J = A,E ~NFo ~ ~ \ BLOCK SYSTEM ( APPROVED S~ \ ~ S E DETAIL ~~SHEET CP503 T) ~ ' i SEE DETAILS ON SHEETS - U ~ ~ ~ ~ SPEC. NO. 353119.20 F, ~ -'SLOPE STAKE LINE ,KE LINE CP506, CP510 AND CP511 Q FOR HEADWALL AND SILL FOR cOMMANOER NAVFAc ncrlvln 100 EINAE DESIGN ~ C BTRIP MCP SS ~ ~ CONSTRUCTION LIMITS f / )N LIMITS PACUA~E suBMITTAE sATISFACTORY To onrE 06.13.201 1 ~ ~ \ - ~ FIL ERFABRIC ~ F p oES NJD ~RwJD/HR cHH KMH ~ \ \ yj. ~ \ / / .~Pr' «PM~oM» CW/PV BRANCH MANAGER / 2~, / i CHIEF ENG/ARCH \ ~ X c /c FIRE PROTECTION B ~ \ T ~ Xp`~' .p~/ ~ ^~,9~ `~S% / 2 TONS CLASS'B' RIP RAP °~z z B ~ZO~ J SLOPE ~ q~ \i~~. `9O ~ 05 ~ / 7 SY FILTER FABRIC - ~ O = ~ ST EK=~ ~i-~, a ~ x oso Q a ~ STA. 20+49.67 TANK TRAIL zoo ~ z o _ o ~Q~ ~ O moo ~ Q ° ~ a / / -TT2- STA. 10+00.00 TANK TRAIL 2 a .a a ` a a. e ~ / CONC. "T" PROVIDE qPEN-CELL ~~w Z ~ z J ~ o / INTERSECTION ~Q~ w z ~N ~ a ~ SEE DETAILS 62 & 63 ARTICULATED CONCRETE PRE w z°~ W N a P a , BLOCK SYS M \ e Q a . a Q o ~ SH~~ET CP503 _n2_ STA 12+~~5 TO 19+30 (RIGHT) GNPRGIE 3 ~ Qt W ~ Q ~ G m J C \ ~ ra• CURVE TT_C3 SEE DETAIL A2, SHEET CP503 Sv SE NO ~ Q ~ ~ W n O ° o ~ a .a ~ ~ ^9X`` SPEC. NO. 3531;19.20 z~° a 0 O~ Q e ~ ~ l ~~~a ~,~P• Op0 ~ z ~ ~ ~o ~ ~ ~ OO ~ a C Q~ x~ WETLANDS BOUNDARY w ~ O z O+ _ J o0 HEFT KEYN TE \ ~ ~ ? S O S \ ~ P• ~0 ~ a a o,~ ~ g'~ p~1. w ~ ~ . w ~ ~a z Q q N/A THIS SHEET \ `L ~_p~GQ ~ m ~ cn ? \ oti~ Lz N cn cv ~ W JJ HYDRAULICS DESIGN ENGINEER Q W N J Q SANITARY SEWER AS INDICATED IS GENERAL SHEET NOTES ~ Q`~~~ z ~ Q ~C ` ' V ? NOT INCLUDED IN THIS PROJECT D IS 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION F\~~5~~ GON AND ADJUSTMENT OF EXISTING UTILITIES. Y ~ oFESS io~'~ o Q ~ ~ Z ZZ GONZALEZ BLVD EXTENSION ~ ~ Y °Q~- 9° ,~Q o o QQ q 2. EXISTING POWER POLES (SP) AND LINE ARE ~'j~~ SCALE 1" of ?C N/A THIS SHEET ABANDONED. REMOVE POLES AND LINE. P~ SCALE 1"=50. - ~°e - ~ z - ° SEAL e = w J o U (1~ = 0 020147 0 ~ Q Q Z v ° ° - ° - ~ ° ° ~ - ° ° Q = ~ 3. PROVIDE A MINIMUM OF 2.5' OF SURCHARGE (EARTH - °°FN o-Q~ a MATERIAL) ABOVE FINISHED SUBGRADE FOR A ~Nk F. F~E~ ,~''~eeeeieeeee``` SCALE: 1 = 50' ~ ?p N/A THIS SHEET OF ORGANICS BSU FACE MA ERIALSLU pNPACTION SEAL EPROSECT No.: 796542 coNSTR. colvrR. No. ~ _ ~ APPROVAL FROM THE PROJECT GEOTECHNICAL ~owc.~ N40085-10-D-5313 5Q' 25' 0 50' 100' NAVFAC oRAwING Ivo. o , ~ s ENGINEER, REMOVE THE SURCHARGE MATERIAL, 1~~=50' 12598692 FINE GRADE, COMPACT THE SUBGRADE AND INSTALL ° ~ ~ ?E N/A THIS SHEET F_... ABC SURFACE COURSE AS NOTED IN THE TYPICAL SHEET 28 OE 305 SECTIONS. ~c FOR PROFILES SEE SHEETS CP204 & CP205 GRAPHIC SCALES CP105 ot_o 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 GENERAL SHEET NOTES a a 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION AND ADJUSTMENT OF EXISTING UTILITIES. a 0 TANK TRAIL 2 CURVE DATA TT2_C2 TT2_C3 2. EXISTING POWER POLES (SP) AND LINE ARE PI STA. = 22+52.14 PI STA. = 28+83.49 ABANDONED. REMOVE POLES AND LINE. DELTA = 81 ° 41' 51.8" (RT) DELTA = 46° 40' 42.2" (LT) WETLANDS BOUNDARY \ D = 22° 55' 05.9" D = 16° 22' 12.8" L = 356.47' L = 285.14' ~ T=216.17' T=151.02' D ° R = 250.00' R = 350.00' D V CURVE TT2 C2 ~ Se = 0.02'P Se = 0.02'P - Ds = 15 MPH Ds = 15 MPH 0 a U N w O N CONSTRUCTION LIMITS \ N ~ T \ ~,~Q,. CER( ~N \ \ i R~ H CA Rp~ ~ ~ \ ` ~ ; ~~°FESS°%0°Nq e ~O N9 e °Q , = o SEAL = \ c\ tip' ~ s e 22613 = \ ~ ~ \ ~ 2 TONS CLASS'B' RIP RAP °NG I NE,°°` C ~ \ ~ ~2 ~ 7 SY FILTER FABRIC ;~-9,yF \~5 S W. J E~ Y, .SEAL ~ \ \ PROVIDE OPEN-CELL M ~ ~ \ ~ ARTICULATED CONCRETE 2 ~ \ s~ o F ~ BLOCK SYSTEM - ~ ~ \ A ~ -TT2- STA 25+60 TO 28+50 ILEFT) _ S \ C S \ SEE DETAIL A2, SHEET C?kC3 A=COM ~6+., SPEC. NO,_35341~J.20 ~ - AECOM TECHNICAL SERVICES, INC. - 701 CORPORATE CENTER DRIVE, SUITE 475 - - RALEIGH, NC 27607 - (919) 854-6200 www.aeCAm.COm r X~~y. - ~ A/E WFO 2 TONS CLASS'B' RIP RAP ~ ~ APPROVED 7 SY FILTER FABRIC QGg'~P' FOR COMMANDER NAVFAC \ CURVE TT2_C3 n ncrivin 100 EINAE DESIGN ~J,J PACKAGE SUBMITTAE CERCLA SITE \ o \ ' p~ 2 TO CLASS'B' RIP RAP". W snrisFncroRY To onrE 06.13.201 1 19 \ 7 SY FIL ER FABRIC a WETLANDS BOUNDARY ~ oES NJD ~RWJD/HR cHK KMH ~ «PM~oM» CW~PV 3 na. 66" CARP W BRANCH MANAGER W7 1.0' SILL ~ ~ a SLOPE ST LINE W cH,LF EN~iAR~H FiRL PROrECrioN \ ~ \ C O MHz z B ~ ~ SEED TAILS ON SHEETS \ - J - o ~z~ J B - o ~P510ANDCP511 ~ \ CP506 ADWALLAND SILL _ ~ F O o -FOR H~ C C ~ ~ ~ o ~ ~ o - - + Z ~ z~z = O o ~Uz ~ o M w ~ ~n zQw o -TT2- N 55° 3' 02" E N Q w Q~ w Z ~ Q ~ \ C N (n ~Z~ ~ W Q J t W ~ ~ Q 0 w x ~ m J J > Q ~ ~ W ~ 2 TONS CLASS 'B' RIP RCP- 7 SYFILTER FABRIC C ~ a w v ~ o0 ~ OUP Q o0 ~ ~ PROVIDE OPEN-CELL ARTICULATED CONCRETE BLOCK SYSTEM SLOPE STAKE LINE Z ~ J ° a -TT2- STA 25+80 TO 28+40 RIGHT) TAKE LINE CONSTRUCTION LIMITS ~ w ~ d ri SEE DETAIL A2, SHEET CP 03 z ~ ~ 2 SPEC. NO. 353119.20 W ~ m U' Z_ z N N w J W J 2 HYDRAULICS DESIGN ENGINEER Q w N J ~ U ~ Q ,`~e~eoi~e~eiii W m ~ WETLANDS BOUNDARY Q ~ ~ °FESS ~0° ~9 U ~ ~ ~ Z 2A ~ <Q~~ SEAL ~9r°° o LL z ~ O Q w J ~ 0 0~~ m 020147 m ~ Q Q z GONZALEZ BLVD EXTENSION ~j sc~uE~ r~•so~ 1 " 50' eiie~~````,`` SCALE: SEAL EPRO~ECr No.: 796542 coNSrR. coNrR. No. 2 ~o~~ N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. r, ,s 1"=50' 12598693 sHEEr 29 of 305 FOR PROFILES SEE SHEET CP205 GRAPHIC SCALES CP106 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a I THE DESIGN OF THE BIRCH STREET / WATER LINE IS BASED ON THE DRAWINGS w ~ I CERCLA SITE ~ ~ ~ DETAIL #6 TANK TRAIL 2 CURVE DATA FOR FY09 BACHELOR ENLISTED QUARTERS ~ g STANDARD 'V' DITCH ~2 C4 TT2 C5 TT2 C6 FRENCH CREEK P-1017 P-1047 ~ ~ ~ (Nof to Scale) ,4 UXO SITE PI STA. = 40+61.37 PI STA. = 45+81.56 PI STA. = 48+89.84 z O DELTA = 36° 02' 48.9" (LT) DELTA = 39° 57' 41.6" (RT) DELTA = 87° 25' 42.1" (LT) X2.1 " (LT) V ~ Natural ~ D = 6° 01' 52.1" D = 8° 59' 40.7" D = 57° 17' 44.8" BIRCH STREET Ground 3•I g~ Ground L = 597.68' L = 444.28' L = 152:59' ~ ~ ~ w ~ UNDER CONSTRUCTION D T = 309.10' T = 231.61' T = 95.61' D ~ I 7 ~ Min. D=1.0 Ft. R = 950.00' R = 637.00' R = 100.00' ~IyETLAN ~ ~ ~ ~ ~ Se = 0.02'P Se = 0.02'P Se = 0.~Q2'P WETLANDS BOUNDARY - D rT2- POT STA. FROM STA 35+25 Tf LT. Ds = 15 MPH Ds = 15 MPH ; Ds = 15 fk1PH 51 +06. 1 V I i o WETLANDS BOUNDARY FROM STA 37+00 Tf LT. ~ ~ END CONSTRUCTIO Z 0 TAN K TRAI L 2 a d U 0 F -TT2- STA. 49+4 w N 50 i I I " - - f _ _ -TT2_ P STq• 49+ I 46.82 ~I ~ i TELECOM-SEE SHEETS WETLANDS BOUNDARY T-101 TO T-601 JNDARY 5 TON CLA S 'B' RIP P -TT2- PRC STA. 47+94.23 ~ ~ ~ ~ ,,~~a""°'~~-~, 14 SY /C ~ ,,~~oR~ ~ssRO<,,~.; WATER-SEE SHEETS / ~ I ° / e - I i CU101 TO CUM ~ CURVE TT2_C5 '2 C5 FILTE FABRIC `ego SEAL ~9` ° _ C _ = a o / 22613 ° ELECTRIC-SEE SHEETS >j, i ~ /i ~ F C ~ ~ NEB-~°e _ - - ES101 TO ES504 ~ ~ C ~ ~ - ~~o SLOPE STAKE LINE ~ i 23 N ~ ~ / ° ° C ,,','IFS ° ° i E~,~~a``` O~ N ~ ` PROVIDE OPEN-CELL s ~i~ ~ ~ / sEA~ M ARTICULATED CONCRETE \ F ~ V TAIL DIT~H , WETLANDS BOUNDARY BLOCK SYSTEM 9Q i~ N ~ CURVE TT2_C6 p SLOPE = 0 3 /o ~ I -TT2- STA 40+75 TO 43+80 (LEFT)'.. ~'x ~ ~ / ~ SEE DETAIL 6 ~ SEE DETAIL A2, SHEET CP503 ~ ~,y- _ ~ ~ U SPEC. NO. 353119.20 ~ ~9 ~ s ~i ~ F C A=COM H ~J ~ i~ / / AECOM TECHNICAL SERVICES, INC. i~ i~ 701 CORPORATE CENTER DRIVE, SUITE 475 W I p i / / / , RALEIGH, NC 27607 (919) 854-6200 www.aecom.com B V TAIL DITCH ~ / ~~F~- = SLOPE = 0.0% 3 TONS CLASS / ~ UXO SITE ASE ~NFo ~ 2 TONS C S ~ SEE DETAIL 6 'B' RIP RAP APPROVED 'B' RIP RA W 7 gy ~ ~ E FILTER FABRIC jam/ ~ FILTER FA IC F FOR COMMANDER NAVFAC ~ ~ W ~ CONSTRUCTION LIMITS /rte F / / SLOPE STAKE L o ~ ~ CURVE TT2_C4 E STAKE LINE Y OTHERS) A~T~~~n ~ oo~ EINAE oESI~N O ~B PACKAGE SUBMITTAE P`~ X M____-------- _ _ _ _ _ X ~ snTisFncTORY To onrE 06.13.201 1 oES NJD ~RWJD/HR cHK KMH + U 2 TONS CLASS 'B' RIP RAP , ' 22 ~~Zg M ~ ~ m ~ 7 SY FILTER FABRIC F ~ G~r1~ L~Z~ ~ EXISITNG PIPE «PMioM» CW PV ~NZP' - FROM F.C.B.E.Q ~ BRANCH MANAGER Z / CHIEF ENG~ARCH -TT2- PC STA. 37+52.27 ~ FIRE PROTECTION JZ g Q Z o ~ ~ J B ~ 20 ~ _ L ~ - ~cPN ~cV\~ ~ ~g¢ o o w ~ c~ zoo z ~ ~~z ~ O o wQ~ - a Q Q J Q 25 N Q o~ o U U ~2' / C ~ = w o ~~w Z zQ z ~ w a a i i Q „k BARF~ACKS AREA w z ~ Z ~ N N 55° 34' 02" E i~ Y ~ ~ UNDER CONSTRUCTIO J z w ~ ~ a ~pq 21 26 (BY OTHERS) ~ ° m J w o ;a~ Quo a z~z " ~ °o Q C C C - O~ W ~ U~ ; o PROVIDE OPEN-CELL _ z W ~n Z CONC. TANK TRAIL ARTICULATED CONCRETE = CROSSING (SEE BLOCK SYSTEM ~ ? SHEET KEY V ~ SHEET CP503) -n2- STA 41+00 TO 43+15 (RIGHT) J KEYNOTES W ~ SEE DETAIL A2, SHEET CP503 w O Q z ~2 ~ SPEC. N0. 353119.20 ~ ?A N/A THIS SHEET .ET ~ m ~ z N N U ~ ~ CONSTRUCTION LIMITS W W =WER A INDI ATED I YDRAULIGS DESIGN ENGINEER Q W N J ~ S C S ~ Q yy ~ PART OF PRO EC PS 6 ~ NOT INCLUDED IN THIS 2A II EJECT P1264/1265 AND IS caR = J .D IN THIS PROJECT ~ `,~oF~ss o Q Q ~ Z Z °Q v~°°° _ ~ o ~ Q A SEAL w J o U ~ ~ .ET o20~4~ ~ ~ Q Q z N ~`FNciNE° ~ w z o a o SEE SHEETCP104 0~ ?C N/A THIS SHEET 1 " 50' e i i e ~ SCALE: TCH~~NE GONZALEZ BLVD EXTENSION ~ ~IIA ?p N/A THIS SHEET .ET SEAL EPRO~ECT No.: 796542 „ 2 ~ S~~E: ,"=5a' GENERAL SHEET NOTES coNSTR. coNrR. No. ~oo~s N40085-10-D-5313 50`~~, 25' 0 5 100' NAVFAC oRAwwc No. ~ y ? SEWER FORCE MAIN AS ;E MAIN AS INDICATED IS 1"=56' 1 2598694 1. SEE UTILITY PLANS FOR ALL REMOVAL, RELOCATION AND ADJUSTMENT OF EXISTING UTILITIES. E PART OF PROJECT P101 z Fll' ~.i )JECT P1017 AND P1047 AND sHEET 30 of 305 IS NOT INCLUDED IN THI ot~o IDED IN THIS PROJECT FOR PROFILES SEE SHEET CP206 GRAPHIC SCALES CP107 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 40 a 40 a -G 0 BEGIN G DE GON LEZ B ULEV RD 35 -G- STA. +50.00 35 ELEV = 1 .54 BEGI 1.5" MIL ING ND 1.5" ILLING 30 D 30 ER AND OVE LAY D -G- S . 5+14.1 STA. 9 50.00 M o PI STA 11 27.35 ~ cc EL. 16.05 + LLt~ PI STA 11+8 .40 0 25 25 a PROP SED 1.5" ILLING ¢ Q v 0 AND VERLAY PI ST 10+10.00 ~ ~ E .14.99 N 2~ - 66 ~ X W PRO OSED 2O 15 GROUND - 0. 093% . ~~0 /o 10 ~ a u,~~~~~' ~ 10 - ` aQ~o 0~9` ' ~ ° , ~ = o SEAL _ 5 22613 = 5 C 42" RCP 3 0 36 CP 10 5 0 10 20 ° ° C (VERTICAL 1" 1Q' ,~''~~FS W. JE~~~~`~`. XISTING ''~--,,,a,,,,,,,. ROUND 50' 25' 0 50 100' SEAS ((HORIZONTAL) 1"=50' 0 GR PHIC SCALES A=COM FOR LAN ...VIE SEE SH ET CP101 -5 701 CORPORATE CENTEREDRIVE, SUITE 475 RALEIGH, NC 27607 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 1 14+00 15+00 16+00 (9~9)8`~-6200 www.aecom.com ASE ~NFo APPROVED 45 45 P I STA 27+40.00 ~ EoR coMMANDER NAVEac ~O ap AcrVin 1002 FINA7 DESIGN EL. 31.54 J w PACUACE suBMiTTA~ K 92 W 40 G_ 40 snTisEncTORY To DnrE 06.13.201 1 V. 2 ~ o oES JMKD cRW JMKD cHK JWJ ~ pNp «PM~DM» CW/PV GO ZALEZ BOULE ARD BEGIN RIDGE + ~ BRANCH MANAGER STA. 2 +15 N ~ cH~EE EN~iARCH B 35 PRO OSED Q 35 ERE PROTECT~oN cn ~Zo Z B J GRA E U ~ ~gQ o °p~ ~ ~ 0.9120 0 ° ~ ° Z + 1.$03g~~ z z ~ 30 ~~z ~ p w zQ~ o w 30 PI STA 18+60.00 ~~w Z ~ z~J EL. 15.67 wQ w Z o K 201 Q ~ wz° ~ W w 2rJ V.C. = 00.00' LLJ Qo ~ m J QQ~ ~ W w Quo Q 0 J z~ Q w U O ~ z 2 20 z W o / J ~ ~ ~ 039% / ~ r-- w ~ ~ TANK z m w 0.3 93%'~~ EDITCH / \ I ~'J ~ I l TRAIL 15 z J N ~ PITCH @ 0.30% ' 3 n W o fit.5~~.~o RT. SID DITCH a HYDRAULICS DESIGN ENGINEER Q W W J Q.02 ~ 0.53° ~ o 0 o r° + r l z ~ ~ Q ~ ~ ~M oM ~ ~ ~~~°•FESSi o ~~'~'-9 ~ U ~ ~ Z o~ o~ ~ A o0 00 5 - _ ° _ EXISTING ~ _ i4 io i ~ Q Q z GROUND ~ ° ~ - \ ~ ~ ° °FNc i NE~~` ~ ~ ~ Q ~ a M° K AMP '''~~~~~I~~~~~~` scA~E: AS NOTED ' SEAL ~ EPROJECT No.: 796542 coNSTR. coNrR. No. ~__R ~o;n~s N40085-10-D-5313 FOR LAN VIE SEE SH ET CP102 0 NAVEAC oRAW~N~ No. 12598695 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 sHEET 31 of 3a5 C P201 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 40 a 40 a -G- 0 35 ONZA EZ BO LEVAR 35 PRO OSED D 30 G DE END BRID E 30 + 4.00 EL. 1 .91 K = 42 0 25 V.C. =2 0.00'....... 25 a 0 N ° 20 o.s~2o~ro 20 RT. IDE DITC ~a 0..32% M 15 ~ o~ o ()0.91.......20% 15 + ~ ~ ~ EXISTI G GROUN + / i \ ~ n \ ~ ~ - 1 0 ```~a~\ a u11/~~~' 10 N CA Rp ~~R °ESS°%0 °F ° J~ ` =Q~o ~9l ' ° = SEAL 5 5 22613 ° = C - - - W. J E Cj ~~''/~1sal\~~~~.. sEA~ 0 0 A=COM -5 FOR P AN VIEW SEE SHE T CP103 -5 AECOMTECHNICALSERVICES,INC. 701 CORPORATE CENTER DRIVE, SUITE 475 (919) 854-6200 www.aecom.com 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40 40+00 41 +00 42+00 43+00 44+00 RP`LEIGH,NC27607 A/E WFO APPROVED 40 FOR COMMANDER NAVFAC AcrIVITY 100 EINAE DESIGN PACKAGE SUBMITTAE 35 -G- 35 SATISFACTORY TO DATE 06.13.201 1 oES JMKD ~Rw JMKD cHH JWJ «PM~DM» CW/PV ND GRA E G NZALE BOUL VARD BRANCH MANAGER - - STA. 4 +40.36 CHIEF ENG/ARCH 30 FIRE PROTECTION 30 LEV = 17 34 B Pf STA 4+54.00 IE TO BE PROJE T BY OT ERS J z °~z a B Q Z ° ~ ~ J EL. 15.91 ~g¢ o o K 142 ~ c~ z~° z z= 2j V.C. = 00.00' 25 ~~z ~ p WQ~ ~ PR POSED z w o ~~w Z ~ z~J G DE (BY OTHERS) WQ w Z o Q ~ wz~ ~ W w ZO EXIST NG GROU D , - " W Qo ~ m J QQ~ ~ W w PROP SED - - Q p ~ GRAD ° ~ w U ~ Q RT. SI E DITCH 0.30% LT. SI E DITCH 0.30% z N Q z 15 - o.s~ ~ + 0 50 °i 15 ~ w o O~ ~ O +c0 z J w ~ ~ ~ l+ ~ w ~ ~ a ° 10 10 ~ 00 W Z J N ~ W o .HYDRAULICS DESIGN ENGINEER Q W W J z ~ ~ Q \\\\11111111/// IW 'AVi 5 5 ~~~•FEssio~'ti.~ ~ U ~ ~ Z 0 ~A °~~oSEAL - o ~ z ~ rOr~~ _ ' = WJO V _ _ rr 0 10' 5' 0 10' 0, _ I4 l0 l ae ~ ; Q z (VERTICAL) 1"=10' 0 =,~oyFN~l NE~e'`~~,,~ ~ Q ~ ~ a ~ •°Q~Q, o z o ~ 0 0' 2 5' 0 0' 1 0' M° K AM '''1111111\\\~` scA~E: AS NOTED (HORIZONTAL) 1"=50' SEAL EPROJECT No.: 796542 a coNSTR. colvrR. No. Boas -5 N40085-10-D-5313 FOR LAN VIE SEE SH ET CP104 -5 NA~EAC oRAwING No. 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+QQ 12598696 SHEET 32 of 305 GRAPHIC SCALES CP202 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 35 a 35 a 0 30 30 -X- CHUG BOU EVARD D 25 EGIN 25 D -X- STA. 1+50.28 0 20 PROP SED 20 a E D 2" OV RLAY w 0 - -STA. 19 46.54 EXISTIN GROUND N 15 - - 15 EXI TING GR UND~ 1 - 10 - _ 10 RT. SIQ E®DITCH 5 @ 0.28 0 5 ,,,,,,,,,o,,,, ~~i + ~ ~ ~ °ESS°%0 ~'9 M CV ~ °e + ~ = o SEAL = 22613 0 0 ~ W. J E Cj C sEA~ -5 _5 _ A=COM .E CP101 _ -1 O FOR PLA VIEWS E SHEE CP10 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 1 O AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 18 + 0 0 19 + 0 0 2 0 0 0 (919) 854-6200 www.aecom.com A/E WFO APPROVED FOR COMMANDER NAVFAC Acrlvln 100 EINAE DESIGN PACKAGE SUBMITTAE sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B J z ~z a B Q Z o ~ ~ J ~g¢ o o ~ c~ zoo z ~~z O wQ~ ~ z w o ~~w Z ~ z~J wQ~ Z W o Q wz~ ~ W J t w ~ X ~ W m ~ z m ~ QQ~ ~ W = Quo a 0 ~ w v ~ ~ z~ z Q ~ ~ W ~ z J w ~ ~ w O a ~ ~ J z N ~ w W p .HYDRAULICS DESIGN ENGINEER Q w N J z ~ Q \~~~iiiliiiiiii w m ~~~.•FESSi o ~~'~'-9 ~ U ~ ~ Z 0 ~A °~~oSEAL - o ~ z ~ rOr~~ _ ' = wJO V 0 14101 e ~ Q Q w 10' 0 10' 20' °°°~Fiy ~Q:°°~ ~ Q z (VERTICAL) "=10' /~~,~'y~,°°c~•N~°°~P~,?\, o z ° g M° K AMP 50' 5' 0 50' .........100' /'''~~~~I~~~~~~` scA~E: AS NOTED ((H RIZONTAL) 1"=50' SEAL EPRO~ECT No.: 796542 coNSTR. colvrR. No. ~o__ ~s N40085-10-D-5313 o NAVFAC DRAWING N0. 12598697 SHEET 33 OT 305 GRAPHIC SCALES CP203 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 35 a 35 a 0 30 BEGIN G DE TA K TRAIL 30 ELEV = 1 .52 25 TA 11 PI STA 1 +95.00 25 D D EL. 11.43 EK 1 .55 K 82 0 20 V.C. 50.00' V.C. =5 .00' PI TA 15+20.0 pl S 16+20.0 EL. 8.43 20 a K=15 -~24 v 0 V C. =50.00' V.C =150.00' N 15 15 PROP SED G DE .3094% 10 o.sooo~io ~ °SZO~ 10 EXI TING GROUND ^ ~ - 0. 000% ~ ' 18' CARP o ~ o RT. IDE DITC 5 N ~ o~ 5 ,,,,a,\,1o/,,,, N CA Rp ~~R °ESS°%0 °F ° ` =Q~o ~9l ' ° = SEAL 22613 0 0 ~ W. J E Cj C ~~''~~/sa1\~~~~.. sEA~ -5 _5 A=COM -1 O FOR P N VIEW EE SHEE CP102 2 1 0 AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 A/E WFO APPROVED 35 35 FOR COMMANDER NAVFAC Acrivin 100 EINAE DESIGN PACKAGE SUBMITTAE 30 TAN TTRAI 30 sArisFACroRY ro DnrE 06.13.201 1 oES JMKD ~Rw JMKD cHK JWJ END BADE «PM~DM» CW/PV -TT- TA. 25+1 .53 BRANCH MANAGER ELEV = 8.80 CHIEF ENG/ARCH B 25 PI STA 1 +10.00 25 F~RE PROrECr~oN = z °~z a B Q Z ° ~ ~ J EL. 1 .60 ~g¢ o o K=77 ~ c~ z~° z z= ZO V.C. =1 0.00' 20 ~~z ~ p wQ= ~ z w o ~~w Z ~ z~J PI STA 2 +90.00 wQ~ Z w EL. 9 49 Q wz~ ~ W 15 K = ~ o0 15 nom J x Q V.C. =150.00' QQ~ ~ w ~ 0 w a 0 _ ~ Y w U +)1.5079°/ 0. 396% PROGRA E ~ ~0 --0. 396° o 10 Q Q z W ~ ~ J E ISTING G UND E ISTING G OUND w ~ ~ z ~ w a c 5 5 ~ m z w ~ W .HYDRAULICS DESIGN ENGINEER Q W W J z - NQ \\\\1111111/// 0 0 ~A °~~oSEAL - o ~ z ~ rOr~~ _ ' = wJO V 0 14101 e Q z 10' 5' 0 10' 2 0' = eF`,y ~~e Q Q ~ -5 (V RTICAL) 1"=1 -5 ~%~~y,~°°c~•N~°°~P~,~\, o Z ° g M° K AMP 50' 25' 0 50' 100' '''/111111\\\\` scA~E: AS NOTED (HORI ONTAL) 1"=5 SEAL EPRO~ECT No.: 796542 coNSTR. coNrR. No. o p~ O FOR PLAN s )R PLAN VIE SEE SH ET CP10 & CP105 N40085-10-D-5313 -10 NA~FAC ~RAwiNG No. t° 12598698 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 z~ SHEET 34 of 305 GRAPHIC SCALES C P204 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a TT2- TAN TRAIL 2 0 D D 0 a v 0 -TT -STA. 10 25.09 PIS A 16+65.0 PI STA 17 90.00 ELE = 10.06 PI TA 12+30 00 L. 11.50 EL. 11. 0 P I STA 20 00....00 N EL. 10.72 PI TA 13+80 00 PISA 15+65.0 PI STA 18 90.00 K = 206 EL. 9.75 L. 9.75 K = 57 K = 5 EL. 9. 5 EL. 9.75 .C. =200.0 ' = K = 57 . =100.0 . - K = 5 V.C. =100.00' .C. =100.0 ' V. . =100.00' V.C. =10 .00' r PR POSED G DE 0.3221 0 ~+)1.7500% .oooo~ia f) ~.~s o/ o.sas~~ o / l}~ ' ``eeeeeeiueeej~ 00 0~ i, ' I ~ °ESS°%0 N9 ° ` =Q~pF ~9l ° = SEAL EXIS ING GRO ND~ I 22613 W. J E Cj C ~~''~eeaeieeeee.. 60" C P sEA~ W/ 1.0' ILL A=COM FOR P AN VIEW SEE SHE T CP105 ~ AECOMTECHNICALSERVICES,INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2 2 0+ 0 0 21 + o o (919) 854-6200 www.aecom.com A/E WFO APPROVED 40 40 FOR COMMANDER NAVFAC - T2- Acrivin 100 EINAE DESIGN TANKTRAIL PACKAGE SUBMITTAE 35 35 sArisFACroRY ro DnrE 06.13.201 1 J oES HLR ~Rw HLR cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH B 30 PI STA 22 50.00 30 F~RE PROrECr~oN EL. 17.8 PI STA 3 +51.07 ~z a B ,3 +51.07 ~Z° z ~g¢ o 0 1 .57 ~ K - 2 EL. 1 .57 zoo = 102 U Z 25 V.C. =10 .00' P SEL. 14 5 0o K = 102 V.C. =1 0.00'. _ 25 ~~z ~ p wQ~ ~ K = 147 z w o ~~w Z ~ z~J wQ~ Z w N .C. =250. 0' Q ~ Z " ~ W J t w ~ _J ~ w ~ 20 w ~ 0 X Q ~ m J - / J Q ~ ~ w ~ 0. 000% ~ ~ ~ v O Y ~ P OPOSED BADE / 0.96 2% ~ l-) 0. 325% / O ~ Q z ~ p134~~0 - - / ~ ~ 15 ~ > Q - - z J ~ + 3' l-) 0.73 5% 0.96 0 v 1 ~ w ~ ~ z O w 10 c~ oo J z N o W W ~ HYDRAULICS DESIGN ENGINEER Q W N J z ~ Q ,,eeeeeoieeeej~7' W m 5 A 3 @ 6" CARP 5 CA ~ ~ J (n eQ~- ~~°e _ ~ ~ z o o q W 1.0' SILL = SEAL w J o U 0 0 020147 ~ Q Q Z 10' 5' 0 10' 20' ~~o o° _ ~ Q ~ (VER ICAO 1"=10' 0 =;,~,p~,NG!°NE°° o Z~ g 0 0 ~Nk F' F~~~\~~`` AS NOTED 50' 25' 0 50' 00' '~~~~eeeeieeeeee~` SCALE: v (HORIZO TAL) 1"=50' SEAL EPRO~ECT No.: 796542 a < coNSTR. coNrR. No. ~oo°~ -5 N40085-10-D-5313 s FOR P AN VIEW EE SHE T CP106 _5 NA~rAC ~RAwiNG No. 12598699 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 SHEET 35 of 305 GRAPHIC SCALES C P205 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a TAN TRAIL 0 PIS A 36+15. PI STA 47 85.00 L. 16.75 I STA41+ 5.00 EL. 16. 0 D K=4 PI TA 35+75.9 PIS A 36+55.5 K = 12 EL. 15.95 L. 15.95 V.C. =100. 0' V.C. =10.....00' 0 a v cn w EL. 13.92 ° N 89 - - - - PROP SED GRA E V.C. 100.00' / 0.5006 0 .3000% - 0. 000% 0.5000 /o 2.00 2.p 0 % + 0.5006 0 - ~ ' 2.61520 EX STING GR UND ```~a~~ a u~~~~~ , N CA Rp 24" CARP ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° = SEAL 22613 W. J E Cj C sEA~ A=COM FOR PL N VIEW EE SHE T CP107 _ AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 40 45+00 46+00 47+00 48+00 49+00 X9,9>8~4-82°° www.aecom.com A/E WFO APPROVED FOR COMMANDER NAVFAC -T 2- Acrlvln 100 EINAE DESIGN PACKAGE SUBMITTAE TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 35 oES HLR DRw HLR cHH JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 30 J z ~z a B Q Z o ~ ~ J ~g¢ o o ~ c~ zoo z 25 PI STA 48 95.00 ~~z O wQ~ ~ EL. 13 92 z w o ~~w Z ~ z~J K= 9 wQ~ Z w N V.C. =10 .00' Q wz~ ~ W J t w ~ _J ~ w ~ 20 Qp LLJ X Q ~ m J Q Q ~ ~ LLI ~ z a 0 ~w v Y PROP SED GRADE O~ Q Q ~ ~ ~ Z J ~ s; 1.4923 w ~ ~ z ~ w a 1O EXISTING ~ ~ J z N o W W ~ ND GRA E HYDRAULICS DESIGN ENGINEER Q W N J z ~ Q TT2- ST . 49+46.8 CA G ~ J N ~``~~oF SS~~~'~9'~~ o Q ~ ~ Z 0 ~A eQ~- ~~°e _ ~ ~ z o o q = SEAL w J o U 0 0 020147 ~ Q Q Z 10' 5' 0 10' 20' ~~oo° _ ~ Q ~ (VERTICAL) 1"=1 ~,p~°~'~ ~°NE°° o Z ~ g 50' 25' 0 50' 100' '~',~Nk F. F~E~~,•`' AS NOTED ~o~eeiie~e`` SCALE: (HORIZ NTALD 1"=5 SEAL EPROSECT No.: 796542 coNSTR. colvrR. No. 2 coos FOR PL N VIEW EE SHE T CP107 N4oos5-~o-~-533 ~ - NAVFAC DRAWING N0. 12598700 49+00 50+00 51+00 z~ SHEET 36 DE 305 GRAPHIC SCALES CP206 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a ~ ~ j~ a j ~ x4j~ 4 a 0 Oq~ ~Oq p4' ~ C / D D ~~l ~ " j j 0 ° ~ ~ ~ ~ % a U (n w O a~ ~ % ~ ~ ~ N I ~ / / / r~ END PROPOSED ~ ~ C9Q CURVE X_C1 ~ 2'-6" CURB AND GUTTER / I CONSTRUCTION LIMITS I ~ ~ g0 x / END PROPOSED m ~ 2'-6" CURB AND GUTTER ZD= I ~ ~ ~ / -X- STA. 15+66.02 M HUGH BOUOLEVA DRD= SIGNALIZED / ~ ```~a~1 a u//~~~ . N CA Rp INTERSECTION / Ic4' / ~°R SS• /'~'9 OS ~ i ~ ~ -G- PC STA. 12+42.79 SLOPE STAKE LINE aQ~-°~~ ~p"9~•• SEAL 22613 ~ ~ ~ I ~D-/p,- ~ W. JE \J C BEGIN PROPOSED =F~ I I +45.34 2'-6" CURB AND GUTTER ti ~?w I " BEGIN PROPOSED a ~ ~ 2'-6" CURB AND GUTTER ~ sEA~ AND GUTTERING CURB F ~w~ I M ~ F ~ ± F F ~ \ -~i eh ~ GONZALEZ - ~ A=COM \ ~ ~ \ ~ AECOM TECHNICAL SERVICES, INC. - ~ 701 CORPORATE CENTER DRIVE, SUITE 475 mo BOULEVARD ~ 12 0 0 8:~ \ \ - - - RALEIGH, NC 27607 \ \ (919) 854-6200 www.aecom.com _ ~ N o 12' ~ o N 210 12' \ ~ \ / ~ \ A/E WFO XN O `n ~ 32, ~N ~ \ \ APPROVED 12' 07' 30" o ~ ~ N 0 12~ o c \ 0 FOR COMMANDER NAVFAC A ~ V ACTIVITY 1 c`~i ~ ~ 12' c`~ F ~ _ v p a,~i o ~ N ~ CURVE G_1 ~ PACUACE suBMiTTA~ ~ snTisFncTORY To onrE 06.13.201 1 + F - + R4 + 12, o '""m= DES NJD ~RwJD H cHK KMH °oo ~ 32' INC 16, or - d, - «PM~oM» CW~PV O : " = " BRANCH MANAGER ^ F~ - W O ~V~ \ i-= CHIEF ENG~ARCH _ - - FIRE PROTECTION " \ 1, o~Q B B CURVE G 0 ~ E Q w - e Q Z ' ~ Q O o ~ ~ o~i / / ° +42.96 ~ F ~ ~ - - ~ ~ O = a ~ ~ ~ U z ~ 0 7 ' " _ z = L F ~ ~ I ~ I +38.59 ~~z O w / - S~Op O z ~ o = ~<F~~FZ ~2, w ~ J Z C~ " iQp Z / " ~ ~ ~ ~ 14 F II~E KE ~ ~ ~z~ ~ W O o ~ w ~ ~ i ry ~ t ~ W ~ ~ ~ z O Q ~ ~ Q Q ~ 8' GREENWAY TRAIL / ~ ~ \ v~ ~ \ ~ > o~ \ ~ W ~ vV o\ \ C'~Gj z O W> 2 11 END PROPOSED F I ~ I~ J 11 2'-6" CURB AND GUTTER I U \ ~ O z ~ w m v O' w W z W \ X HYDRAULICS DESIGN ENGINEER Q W N Q \ z ~ Q _Q' N \ ~ \\\\1111111/// / W ~ I` 1 z L R A -~I I~ I~ II \ ~ ~ ~1 N C A Rp/ ~ J to ~ CONSTRUCTION LIMITS \ Q" ~ • ss ~'ti~ ~v~ ~ Z c~ \Q~oF o~e•9 = z~z o SEAL = w J o ° ~ I +36.44 14101 Q z CURVE X_C1 041 041 2 6D CURB AND GUTTER /////1111111\\\\ SCALE: I~ I I GONZALEZ BLVD EXT , a /D EXTENSION NoR~H SEAL EPRO~ECT No ~g654~ +21.39 SCALE 1"•25' coNSTR. coNrR. No. 0 0~ s I i~ i~ I BEGIN PROPOSED N40085-10-D-5313 ~ I I +77.03 ~ I 2'-6" CURB AND GUTTER 25' 12.5' 0 25' S0' NAVFAC oRAwiNC No. 1"=25' 12598701 Fll'.;c I ~ ~C SHEET 37 of 305 FOR PLAN VIEW SEE SHEET CP101 GRAPHIC SCALES CP4O1 or_o 1 2 3 4 V DRAWFORM REVISION: 10 MARCH 2OO9 1 2 3 4 5 a a a EOP 36' EOP PAVEMENT SCHEDULE EOP 36, EOP a 0 CL C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, CL TYPE SF9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. 8' 12' 12' 12' 8' PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, ~2~ 12' 12' 8' C2 TYPE SF9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. D YD. IN EACH OF TWO LAYERS. 2~~~~ 2'-6" 2'-6" C&G C&G D PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, C&G C3 TYPE SF9.SB, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO GRADE EXCEED 2" IN DEPTH. POINT Z 0 V C2 D1 PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, MATCH MATCH MATCH R Ft W W C2 D 1 Ft TYPE 119.06, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. EXISTING EXISTING EXISTING `0 3-~ y SUPER UPER SUPER 2 ~O yT~ VARIABLE VARIABLE PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, ~ ~ 3 ~ SLOPES SLOPES ABLE~~/i~~/ir.~/i,~~ 2 /o ~ 2 /0 2 /o 3'~ 3; ~ VARIABLE PE TYPE 119.06, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER - - . N D2 } \ T y~~~~:~ 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN 12" 12" DEPTH OR GREATER THAN 4" IN DEPTH. 1~ D1 12" ~ 14.5" J1 U 14.5" GRADE TO THIS LINE GRADE TO THIS LINE E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE XISTING PAVEMEN Z XISTING PAVEMENT z (TYP) B25.06, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. (n'P) PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE TYPICAL ROADWAY S ECTI O N E2 B25.0B AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" TYPICAL ROADWAY SECTION DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5".N DEPTH. (GONZALEZ BOULEVARD) GONZALEZ BOULEVARD SCALE: N.T.S. CP101 V`~ SCALE: N.T.S. CP101 C5 ~1 PROP. 8^ a~~Re~aTe ease eouRSe. -G- STA. 5+14.11 TO STA. 9+50.00 -G- STA. 9+50.00 TO STA. 11 +27.35 N CA Rp ~~R °ESS°%0 %q .1z PROP. 18" AGGREGATE BASE COURSE. EOP 24 EOP 24' = SEAL = 22613 GREENWAY TRAIL ~y SNG I NE~e`~ a~: C R 2'-6" CURB & GUTTER CL 2, 2, 0.125' CL w. JET C 3' 0.125' '~--„e°~,.,~~~ 12' 8' VARIES 12' 8' 8' 8' 8' 8' 3' 12' 12' ~ SEAL T EARTH MATERIAL. 12' TO 24' 1.5' I 1.17' 2.08' DOUBLE FACED U EXISTING PAVEMENT. SEE CROSS SECTIONS TWO BAR _ GRADE METAL RAIL ~~0~ GRADE FOR SIDEWALK ELEVATIONS POINT STANDARD V MILL EXISTING PAVEMENT 1.5" POINT _ _ TWO BAR AECOMTECHNICALSERVICES,INC. C2 D1 C2 2% 2O/o 20/O METAL RAIL 701 CORPO'~RATLE GEH, NC 27607E, SUITE 475 (919) 854-6200 www.aecom.com W VARIABLE DEPTH ASPHALT PAVEMENT g`% 2% 2% goo 0 2% 4% A/E INFO (SEE WEDGING DETAIL ON SHEET No. CP503) ~ ~ 3, 8 ° 4. 3~ APPROVED ~ ~ 4 ~ / ~ VARIABLE _E Z COMPACTED AND APPROVED SUBGRADE VARIABLE T 14.5" T 11" J1 4~ 1 SLOPES SLOPES 43' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE Z (NP> PACKAGE SUBMITTAL FOR B25.OX PLACED ON UNSTABILIZED SUBGRADE, MIN. LIFT IS 4". ~ z ~TYP~ SATISFACTORY TO DATE 06.13.2011 TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION DES JMKD DRWJMKD CHK JWJ «PM/DM» CW/PV (GONZALEZ BOULEVARD) G O NZALEZ BOULEVARD BRANCH MANAGER SCALE: N.T.S. CP101 CP102 B5 CHIEF ENG/ARCH SCALE: N.T.S. CP102 FIRE PROTECTION B CP103 CP104 -G- BEG BRIDGE STA. 27+15 CP103 ~ z ~ Z B -G- STA. 11+87.40 TO BEG BRIDGE STA. 27+15 TO END BRIDGE STA. 35+92 ~ o ~ ~ v -G- END BRIDGE STA. 35+92 TO STA. 47+40.36 z z Z EOP EOP EOP ~ U w ~ ~ zaw o ~ z TASK 01 PROJECT P1266 z4~ EOP EOP SANITARY SEWER WATERLINE CU SERIES SHEETS Z ~ J Z (n O 24' TELECOMMUNICATION T SERIES SHEETS ~ Z ~ ~ W O TASK 01 PROJECT P1266 CL ELECTRICAL E SERIES SHEETS J t X ~ W ~ ~ m J CL FORCE MAIN ARIE VARIES VARIES 1Z' 7' 7' 17' 13' Q Q ~ ~ W ~ 'T02 z~° a 0 ~ ~2' g' VARIES 12' 12' ~w v O OQ ~ Q 12' TO 24' U~ ~ O GRADE Z J ~ POINT w ~ ~ w U v ~ ~ ~ ~2 MATCH s, w N J EXISTIN SUPER w ---T-- , Z w Q ~ 3. r~ i~f ~c~~ ~ Z ~ 2 A S O ESE ~ ~~1 T 14.5~~ ~ v ~ TYPICAL ROADWAY SE o a~1 g^ Z ~TMP~ GRADE TO THIS LINE (GONZALEZ BOULEVA SCALE: N.T.S. ~Y SECTION z o o W q _EVARD ~ a ° z o CP101 A4 ~Q~ ~ CP102 ° z ° ~ TYPICAL ROADWAY SECTION CP103 scALE: NOT TO SCALE CP104 EPROJECT No.: 796542 (GONZALEZ BOULEVARD) -G- STA. 11+87.40 TO BEG BRIDGE S ~ s SCALE: N.T.S. CP104 -G- END BRIDGE STA. 35+92 TO STA - ~ ~ -G- STA. 47+40.36 TO STA. 52+85.00 NOTE: THIS DETAIL DEPICTS THE TYPICAL RIDGE STA. 27+ 15 CONSTR. CONTR. N0. N40085-10-D-5313 Z TO STA.47+40.36 NAVFAC DRAWING N0. 12598702 TYPICAL RELATIONSHIP SHEET 38 OF 305 ~ll ; BETWEEN THE PROPOSED ROAD AND AD ~~r_~ AN D ADJACENT UTILITIES. C P501 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a EOP EOP EOP EOP 48' 48 48' CL CL 12' 12' 12~ 8' 12' 12' 8' 12' 12' 12' 12' 8' 12' 12' 8' 12' 12' D Z 0 EXIST CL EXIST CL a ELEV PLUS 2" ELEV PLUS 2" W C W C p D W -o - - o o - o 2% 2% 2% 0 2 /0 2 /0 2 /o 0 0 0 0 2 /o - - - 2 /0 8 /0 8 /0 2 /o - ° I -----------J L----------- 4 1 3• ~ 4. 3. • r VARIABLE •r T T VARIABLE 14.5" U q.~ SLOPES VARIABLE U 14.5 E VARIABLE E 14.5 •1 4• SLOPES SLOPES A~ ~ SLOPES 6 •7 6 EXISTING EXISTING PAVEMENT y~i~~i~ EXISTING PAVEMENT Z (n' .~~~~~~i~~~i~, z (TYP) i~/i~,/r,~(~~, GRADE TO THIS LINE GRADE TO THIS LINE 1 JADWAY SECTION C C 30U LEVARD) SCALE: N.T.S. CP101 SCALE: N.T.S. ```~a~~ a u~~~~~~' CP101 C4 + + -X-STA. 15+16.02 TO STS 12 TO STA. 19+46.54 ; ~°R~ ~S~RO`'~,; -X- STA. 11 50.28 TO STA. 15 16.02 aQ~-°~ "9~~. - SEAL - - 22613 - ,y~ SNG I N E~\~ a~: W. J E Cj ~'~~~~~sa~~~~~~.. SEAL VARIES 0'-0" TO 6'-0" 4'-0" ~~0~ CL EXISTINI EXISTING 2'-0" CURB & CURB & GUTTER MILL WIDTH MATCH EXISTING Se W AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 FDPS C C3 _ - RALEIGH, NC 27607 - - _ _ (919) 854-6200 www.aecom.com T'~ - - - D1 D D D1 E C2 MATCH E D1 EXISTING SUPER 0.08 - ~ LIMITS OF MILLING A/E INFO ~ - - - - ~ & RESURFACING ~ ~ LIMITS OF RESURFACING APPROVED 1.5" L--------------- U M I LL I N G U FOR COMMANDER NAVFAC 2.5° T 2.5" T E1 3„ MIN. MIN. DEPTH ACTIVITY 100 FINAL DESIGN 3" PACKAGE SUBMITTAL MIN, MIN. 10,5" SATISFACTORY TO DATE 06.13.2011 EDGE MILLING DESJMKD DRWJMKD CHK JWJ SCALE: N.T.S. TYPICAL SCALE: N.T.S. CP101 T «PM/DM» CW/PV SCALE. N. I .S. CP101 ~ BRANCH MANAGER CP104 CHIEF ENG/ARCH To be used in areas where widenin is less than 6'. To be used on McHugh Boulevard where FIRE PROTECTION 9 resurfacing is adjacent to existing curb & gutter. ° ~ Q Q B QZz z ~ ~ o ~g~ 0 ~ c~ z~° z z= w ~ Lv ~ v-~ zaw o z Z ~ o Z \ J W ~ ~ w z ~ Z " ~ W C~ MILL PERPENDICULAR TO J t l W ~ w ROAD AT ROUNDED EDGE PAVEMENT SCHEDULE ~ z ~ J X ~ MILLING DEPTH VARIES 60' W ~ TRANSITION AREA ~ C1 1.5" SF9.5 B SURFACE COURSE Q ~ ~ a 0 ~ w U BITUMINOUS TACK COAT C2 3" SF9.5 B SURFACE COURSE O ~ Q Q EXISTING ROADWAY U SURFACE DIRECTION OF _ _ v - ~ SURFACE REMOVAL - _ - ~ INTERSECTING - C3 VAR. SF9.5 B SURFACE COURSE C~ ~ ~ ROADWAY, ~ BITUMINOUS TACK DRIVEWAY, D1 3.5 119.06 INTERMEDIATE COURSE w ~ Q i COAT ON VERTICAL OR PARKING LOT L-------------------------- FACE HOT-MIX ASPHALT - D2 VAR. 119.06 INTERMEDIATE COURSE z ~ ~ SURFACE (COLD MAINTAIN CONSISTENT C3 ~ MILLING) OVERLAY THICKNESS E1 4" B25.0B BASE COURSE W N ~ ~ SEE MILLING DETAIL ~ AT BUTT JOINT A2 MILLING DEPTH VARIES E2 VAR. B25.0B BASE COURSE ; ~ L.L, J ~ ROUNDED EDGE FROM z W Q (n ~ MILLING OPERATIONS X ALONG ROAD J1 8" ABC = ~ °O I~ ~ ~v~ ~ Z Q 0 0 J2 1 s" ABC o a~~ ~ w A MILLING DETAIL AT BUTT JOINT z"z ~ ~ PAVEMENT TRANSITION /BUTT JOINT DET 0 )INT DETAIL R 2'-6" CURB & GUTTER ~ > ° z SCALE: NTS o SCALE: NTS A4 T EARTH w z o a USE IN ALL LOCATIONS WHERE TIE TO EXISTING PAVEMENT USE IN ALL LOCATIONS WHERE TIE TO EXISTING PA ;XISTING PAVEMENT z ~ 0 NOTE: WHEN MILLING OPERATIONS PRODUCE A ROUNDED EDGE, U EXISTING PAVEMENT scALE: NOT To SCALE NOTE: SEE RESPECTIVE TYPICAL SECTIONS FOR P~ ~ THEN MILLING SHALL BE USED TO MANUFACTURE A PERPENDICULAR DNS FOR PAVEMENT DESIGN EPROJECT No.: 796542 EDGE AS SHOWN IN THE DETAIL. V MILL EXISTING PAVEMENT 1.5" CONSTR. CONTR. N0. ~o~~ N40085-10-D-5313 ~N ~~r:?o W PAVEMENT WEDGING NAVFAC DRAWING N0. ~ ~ ~ ~o~o 12598703 Z COMPACTED AND APP. SUBGRADE SHEET 39 OF 305 W W . ~Q~c~ C P502 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a EOP EOP 5~, EOP EOP 50, CL CL 8' 25' 25' 8' 8' 25' 8' 25' E E D POINT POINT D r.i?. ~n i~~i~~ii%~%~% '.i' 3• 3~ o SLOT ESE ~ 4'~ VARIABLE VARIABLE ~ ~~1 4' ~ VARIABLE a ~ 4'' SLOPES SLOPES R;1 U SLOPES w ~ , o 18~ GRADE TO THIS LINE ~ GRAD . GRADE TO THIS LINE 4' ~T~P, N i~ii~li~~~i~~ TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTI (TANK TRAIL) ~ (TANK TRAIL 2) SECTION SCALE: N.T.S. CP102 uL SCALE: N.T.S. C CP105 D4 CP106 -TT- STA. 11+00 TO STA. 25+~ 7.53 CP105 ~ CP107 -TT2- STA. 10+25.09 TO STA. 49+46.82 9+46.82 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q SEAL = BEGIN CONC. PAVEMENT END CONC. PAVEMENT BEGIN CONC. PAVEMENT END CONC. PAVEMENT BEGIN CONC. P TANK TRAIL TANK TRAIL REINFORCED TANK TRAIL2 IN CONC. PAVEMENT END CONC. PAVEMENT 22x,3 REINFORCED TANK TRAIL 2 CONCRETE SLAB i TANK TRAIL 2 K TRAIL 2 TANK TRAIL 2 REINFORCED °°F C CONCRETE SLAB \ (TIES TO DETAIL (650 psi Flexural Strength) ~ CONCRETE SLAB ~'~q~F i NE~ ~ (650 psi Flexure) Strength) ~ ~ B2, CP503) (#4 gAR - 6" OC EACH WAY) J2 (#4 BAR - 6" OC EACH WAY) J2 (650 psi Flexural Strength) J2 S,w ; E~ (#4 BAR - 6" OC EACH WAY) SEAL i a . ~ 5~~. a 95" ~1 ~ ~ ~15 - - a4 4 ~ ~ 1 ~ - " > ~ ~ ~,~_r-; ~ ~ 'r ~ r ECOMPACTED SUBGRADE COMPACTED SUBGRADE ,COMPACTED SUBGRADE ~ ~ AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 40" AGGREGATE ! j 40" AGGREGATE ~ ~ 40" BASE COURSE, BASE COURSE / 40" AGGREGATE 40" BASE COURSE A/E INFO APPROVED COMPACTED~~ ~ COMPACTED/ COMPACTED SUBGRADE SUBGRADE SUBGRADE ACTIVITY 100 FINAL DESIGN TANK TRAIL CONCRETE r~ TANK TRAIL 2 CONCRETE TA N K T RA I L 2 C O N C R ET E DETAIL FOR COMMANDER NAVFAC SCALE: N.T.S. CP105 ~G SCALE: N.T.S. CP105 BIRCH STREET PACKAGE SUBMITTAL B5 SATISFACTORY TO DATE 06.13.2011 -TT- STA. 19+42.89 TO STA. 21+43.45 -TT2- STA. 10+25.09 TO STA. 11+06.78 SCALE: N.T.S. CP107 DES JMKD DRWJMKD cHK JWJ -TT2- STA. 35+91.59 TO STA. 36+58.34 «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 25' TO CENTERLINE QZo z g TANK TRAIL2 EOP 50' 50' EOP ~gQ o ~ U CL TA CL TANK TRAIL 2 z ~ ° z FLUSH TRANSITION z MIN 25' 25' zQw o ~ cn ~v_~ Z ~ o Z \ J BEGIN CONC. REINFORCED r s ~ - r _ CONCRETE SLAB LAB END CONC. ~ Z ~ ~ W U z 1 S" ABC ~ 1 PAVEMENT (650 psi Flexural Strength) -al Strength) B RC STREET ~ p Q J X ~ r 2~~ :-OPEN-CELL ARTICULATED BIRCH STREET ~#q gAR - 6" OC EACH W 1` ~ ~ CONCRETE BLOCK SYSTEM m ~C EACH WAY) JOINT PAVEMENT SCHEDULE LJJ ~ ~ SAW CUT JOINT iSEALER SEALER SAW CUT C1 1.5" SF9.5 B SURFACE COURSE Q ~ ° a ~ z ID ~ ~w v o z ~ ° ° ° ° m ~ o - - - C2 3" SF9.5 B SURFACE COURSE ~ Q Q SEED WITH PERMANENT - - - - - tl COMPACTED SUBGRADE-' VEGETATION 75 aaa ~ a U~ ; O ~ " ~ .."_18 a p C3 VAR. SF9.5 B SURFACE COURSE ~ W ~ n. ~ - c_ D1 3.5" 119.06 INTERMEDIATE COURSE w ~ Q ~l, GEOTEXTILE FABRICJ" D2 VAR. 119.06 INTERMEDIATE COURSE ? ~ ~ ti 2 Y 2'MIN.WETLAND ~ ~ ~ WIDTH- BOTTOM 40" AGGREGATE ~REGATE 40~~ E1 4" B25.OB BASE COURSE w N r BASE COURSE ~E COURSE E2 VAR. B25.0B BASE COURSE Q w N J COMPACTED TANK TRAIL SLOPE STABILIZATION SUBGRADE Z ~ cn IMPACTED m J1 8"ABC ~U~ ~ Z ~ BGRADE 2 A THROUGH WETLAND J2 18" ABC z o ~ w A JG DETAIL R 2'-6" CURB & GUTTER ~ Q ~ z ~ ~ SCALE: N.T.S. CP105 TANK CROSSING DE cP,os A2 (BIRCH STREE~ -TT2- STA. 12+75 TO STA. 19+30 RIGHT cPio~ A4 T EARTH o z o CP107 scALE: NOT TO SCALE -TT2- STA. 12+00 TO STA. 13+50 LEFT SCALE: N.T.S. U EXISTING PAVEMENT EPROJECT No.: 796542 -TT2- STA. 15+00 TO STA. 19+30 LEFT C/L -TT2- STA. 36+24.96 @ Bl -TT2- STA. 25+g0 TO STA. 28+40 RIGHT .96 @ BIRCH STREET V MILL EXISTING PAVEMENT 1.5" CONSTR. CONTR. NO. ~~,~,,s ` " -TT2- STA. 25+60 TO STA. 28+50 LEFT N40085-10-D-5313 W PAVEMENT WEDGING NAVFAC DRAWING NO. ~ -TT2- STA. 41+00 TO STA. 43+15 RIGHT 12598704 ° -TT2- STA. 40+75 TO STA. 43+g0 LEFT a ~ Z COMPACTED AND APP. SUBGRADE SHEET 40 of 305 ~~d; C P503 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 O a a a -TT2- STA. 36+48.38 25' LEFT ° -TT2- STA. 11+06.78 -TT2- STA. 10+81.78 25' RIGHT 25' RIGHT -TT2- STA. 10+32.11 -TT2- STA. 11+06.78 69.32' RIGHT 25' LEFT -TT2- STA. 10+68.78 D 25'LEFT D ~ti" -TT- STA. 21+08.50 26' RIGHT 2~ 2` 5_'~" ~I R=50' - -TT2- STA. 36+03.38 Z o s8 25'LEFT ~i(~ U \ `J-,' O ~ R 5~ T . . ~ N \ 1~ o -TT2- STA. 10+31.20 ~ 0 70.40' RIGHT ,~.~i p -TT2- STA. 36+48.38 -TT- STA. 21+09.50 - - ~I - i ~ ~ O,P ` 25' RIGHT ~ 25' RIGHT A ~ -TT- STA. 19+42.89 ~2~p2 o P~ - 'I _ °S0, 25' RIGHT ~ oP~S~ ~~A O,~ ~h~ 25,_~,~ 25.0„ ~ ~ T' 25' RIGHT21+43.45 - ~ _ ~ . - - " I I I o ~a ```,a,~ a u~,,,~ V ~~R °ESS°%°° /~q ~ O~~ ~~~G °Q~oF pti9` = SEAL = 22613 I ~ ~ I - -TT2- STA. 3 - ~ -~'s+ 25' RIGHT 'T2- STA. 36+03.38 ~ 5' RIGHT vq ti~ ~ NEB°° ~ O 0 ,,','IFS s o i E~ `a`` ` SEAL - ~ ~ ~ ~ 1 LEGEND I I I 2TMp, 25' LEFT 19+42.89 LIMITS OF CONCRETE PAVEMENT :MENT ~~OM DOWELED CONTROL JOINT AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com -TT- STA. 21+43.45 A/E INFO 25'LEFT APPROVED CONTROL JOINT PLAN FOR CONTROL JTROL JOINT PLAN FOR CONCRETE PAD AT -TT- AND -TT2- CONCRE SCALE: N.T.S. CP105 B2 SCALE: N.T.S. J C R ETE PAD AT -TT2- AND BIRCH ST ¦ FOR COMMANDER NAVFAC 65 ACTIVITY 100 FINAL DESIGN N.T.S. CP 107 PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES NJD DRW NJD cHK KMH «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~o~ Q ~ 1/4" WIDE x 2" DEEP SAWCUT z ~ ° U z ~ z = z_ CONTROL JOINT -FILL WITH SEMI-RIGID C/L CONTROL , ~ EPOXY WITH SHORE HARDNESS OF ~Uw ~ w z O O w ~ ~ zQw o ~ JOINT A-80 OR D50 (ASTM D2240) AFTER Z ~ Z \ J W ~ W z CONCRETE HAS CURED FOR 28 DAYS ~Z~ ~ W NO 3/4" x 2'-0" SMOOTH i~ J ~ I W LL U ~ 7 STEEL DOWEL @ 8" O.C. ~ X z ~ ~ m J GREASE AND CAP ONE END REINFORCING STEEL (4"CL. N W O .L 4"CL. TYP) Q Q ~ ~ SEE DETAILS A4, B2, B3, AND B B3, AND B5 z ~ ° a Q O % j ON SHEET CP503 ~w " ~ o ~ ~ 2" CL. (NP) Oz U~ ; O ~ Z W w ~ - J ~ f. o 0 0 ,y a ~ o 0 0 0 0~ o ~ w Q ~ z Q O ti U ~ ~ m z z N o >W W Q_ N J 1'-0" Z~ Q m ~ Z ~ LLV~ ~ Q 2A °~z ~ O ~ A J v ~ o w J o ~ Q Q w 0 ~ ° z DOWELED CONTROL JOINT o_ aQ~ a w o ~ o SCALE: N.T.S. CP105 scALE: NOT TO SCALE CP107 EPROJECT No.: 796542 CONSTR. CONTR. NO. -ice ~ o N40085-10-D-5313 ~ c NAVFAC DRAWING NO. o 12598705 SHEET 41 of 305 ~.i ~Fd CP504 or_o 1 2 3 4 O DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a EOP EOP a 50' EOP 50' EOP CL EO 25' 25' a 0 CL GRADE 25' 25' J2 POINT ~~5~^ ~'7qR/ GRADE EXISTING GROUND SURFACE-,, JP~'C~ ~pFS POINT D + q;. GRADE TO THIS LINE 4,y J2 5'MIN. ~~5~!~ ~5 ?.~'-9 5' MIN . D EXISTING GROUND SURFACE-,, ~ JP~'C~ COMPACTED SELECT FILL ~P~~O ~ ~'o~Fs GRADE TO THIS LINE 4•~ TENSAR BX 1200 GEOGRID ~ a _ ~ OR APPROVED EQUIVALENT BY ~ ~EOTECHNICAL ENGINEER) 2~ N w COMPACTED SELECT FILL 2' SEPARATION EXTEND GEOGRID AT LEAST N UNDERCUT DETAIL T NSAR X1200GEOGRID =OGRID 5' BEYOND TOE OF SLOPE OR APPROVED EQUIVALENT (TANK TRAIL AND TANK TRAIL 2) ~EOTECHNICALENGINEER) DIVALENT BY GINEER) SCALE: N.T.S. CP102 S APPROXIMATELY 75% TO 90% OF THE FOLLOWING CP105 SUBGRADE STABILIZATION STATION RANGES WILL NEED TO USE THIS DETAIL CP107 D -TT- STA. 11+00.00 TO STA. 25+17.53 SCA -TT2- STA. 10+25.09 TO STA. 15+50.00 DETAIL TAN K TRAI L 2 SCALE: N.T.S. CP105 C5 CP106 -TT2- STA. 16+90.00 TO STA. 17+65.00 CP107 -TT2- STA. 19+00.00 TO STA. 25+50.00 USE T USE THIS DETAIL WITHIN AND ADJACENT TO WETLAND -TT2- STA. 26+70.00 TO STA. 27+30.00 ~~I DENOTES UNDERCUT EXCAVATION CROS -TT2- STA. 28+25.00 TO STA. 41 +00.00 ```~a~~ a u~~~~~~' CROSSINGS EXCEPT AT CULVERT LOCATIONS N CA R ~ -TT2- STA. 15+50.00 TO STA. 16+90.00 ~ ~°RFESS~%o''~~~ -TT2- STA. 43+50.00 TO STA. 49+46.82 -~2- ALL LIMITS NEED TO BE FIELD VERIFIED BY THE -TTZ- CONTRACTOR'S ON SITE GEOTECHNICAL ENGINEER _~2_ -TT2- STA. 17+65.00 TO STA. 19+00.00 aQ ~ . ~~s -TT2- STA. 25+50.00 TO STA. 26+70.00 _ ~ SEAL _ 22613 -TT2- -TT2- STA. 27+30.00 TO STA. 28+25.00 C -TT2- -TT2- STA. 41 +00.00 TO STA. 43+50.00 ~ "9~~"~' N~~~~~''` GREENWAY TRAIL ~''~i~~aoi~~~~~~~ ares For Geogrid Placement (2 layers SEAL EOP EOP 2, 2, Installation Procedures For 24~ a~ 1. Cut vegetation and tree i and trees flush with ground surface _ CL VARIES ~2~ 2. After removal of surfac r To 2 spread geogrid along r GRADE in accordance with ma POINT of surface cover use LGP li ht track a ui ment 3 to 3.5 si round ressure ~C~M ~ alon roadwa ali nment after a rovgal b eotechnical engineer. pnstall eo rid AECOMTECHNICALSERVICES,INC. 9 Y 9 pp Y 9 9 9 9 with manufacture's recommendations. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com EXISTING GROUND SURFACE-. QV@PI2p th@ g@Ogl'ICl 3.0 ;ogrid 3.0' (minimum at all joints and pulled tight to prevent Crimping or slack in the A,E INFO geogrid. Align the roll i the roll direction oft a geogrid in the direction of the roadway alignment. APPROVED ~ --I--- ~ 4. After the geotechnical ~ COMPACTED SELECT FILL ~2' t0 2.5' thick) spread ~chnical engineer approves installation of the geogrid, provide select fill material s read across the surface of the eogrid in one sin le lift. Initial) fill over a FOR COMMANDER NAVFAC TENSAR BX 1200 GEOGRID ~ COMPACTED SELECT FILL TENSAR BX 1200 GEOGRID section of geogrid (aP p (OR APPROVED EQUIVALENT BY (OR APPROVED EQUIVALENT BY stabilize the subgratle. ~~rid a rox. 25' x 50' to assess the effectiveness ofghe lacement~ rocedure to ACTIVITY 100 FINAL DESIGN gb radep Densi the surface of the fill with a 5 ton smootfpdrum vibrator roller in PACKAGE SUBMITTAL GEOTECHNICAL ENGINEER) 2' GEOTECHNICAL ENGINEER) order to stabilize the su ze the sub rade This rocedure ma need to be modified sli htl based on observations SATISFACTORY TO DATE 06.13.2011 UNDERCUT DETAIL by thegeotechnicalen GONZALEZ BOULEVARD B2 s. subsequent to approve SCALE: N.T.S. CP101 la er of eo rid in the s ~nical engineer in ordepto help improve the process of subgrade stabilization. DES JMKD DRWJMKD CHK JwJ «PM/DM» CW/PV ~ approved subgrade stabilization, install the second layer of geogrid. Install the second BRANCH MANAGER CHIEF ENG/ARCH d in the same manner as the first layer and covered with at least 6" of select fill material prior FIRE PROTECTION B -G- STA. 12+00.00 TO STA. 15+50.00 CP104 t yp lacement of approv -G- STA. 44+00.00 TO STA. 47+40.36 ~ _ ~ with the project speafic DENOTES UNDERCUT EXCAVATION ~f approved soil type fill. Provide the soil type fill placed and compacted in accordance ~ ~ z Q B ;t specifications to finished grade level. ~ z ~ Z ~g~ o 0 ~ c~ L_ z~° z z= ALL LIMITS NEED TO BE FIELD VERIFIED BY THE w z ~ O wQ~ CONTRACTOR'S ON SITE GEOTECHNICAL ENGINEER z w o Z ~ Z \ J W Q LLJ ~Z° ~ W z J t I H ° z Q a w X Q~ D GREENWAY TRAIL QQ~ ~ w QQ zoo a UN EOP EOP 2 2 ~ z v 0 wJ 8' 24' 8' 8' 8' 8' O ~ ~ c~ ROAD NAME ALIGNMENT NAME BEGIN STATION END STATION v ~ > z W ~w VARIES 12' w ' to 2 GONZALEZ BOULEVARD -G- 12+00 15+50 w ~ ° c~ z ti PoiN~TE GONZALEZ BOULEVARD 2 -G- 24+00 27+15 ~ pp im Y EXISTING GROUND SURFACE-., GONZALEZ BOULEVARD -G- 35+92 47+40 w W J o °D' TANKTRAIL2 -TT2- 12+50 15+50 Q W a J W a ~ m ~ o f ~ -J ~ TENSAR BX 1200 GEOGRID TANK TRAIL 2 T(ENSAR BX 1200 GEOGRIDTRIPPING OF TOPSOIL -TT2- 19+00 20+00 ~ v ~ ~ Z oQQ o ~ A GEOTECHN CAL ENG NE R)T BY AND VEGETATION ~EOTECHN CAL ENG NEER)T BY TANK TRAIL 2 -TT2- 43+50 49+47 ~ Q ~ w ~ STRIPPING OF TOPSOIL z SUBGRADE STABILIZATION AND VEGETATION ANTICIPAT DETAIL (GONZALEZ BOULEVARD) A2 DRAINAGE ~IPATED TEMPORARY ~z° SCALE: N.T.S. CP102 SCALE: N.T.S. ~IAGE DITCH LOCATIONS scALE: NOT To SCALE A5 EPROJECT No.: 796542 N • T • S . C P 101 CONSTR. CONTR. N0. a ~ -G- STA. 24+00.00 TO STA. 27+15.00 CP103 C P 10 2 N40085-10-D-5313 ~s -G- STA. 35+g2.00 TO STA. 44+00.00 C P 10 3 NAVFAC DRAWING N0. a CP105 12598706 U ° ALL LIMITS NEED TO BE FIELD VERIFIED BY THE CP107 ALL LIMITS NEED TO BE FIELD VERIFIED BY THE SHEET 42 OF 305 = CONTRACTOR'S ON SITE GEOTECHNICAL ENGINEER CONTRACTOR'S ON SITE GEOTECHNICAL ENGINEER CP505 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a WIDTH OF UNDERCUT a 12' w VARIABLE a 0 5' 2' 5' GRADE POINT ELEV GRADE POINT ELEV MIN. COVER FOR TANK LOADING MI . COV R FOR TANK LOADING D I PIPE (PIPE i PIPE ~ PIPE I 24" PIPE EL. ~ PIPE EL. E E L. ~~o c~~ Z 0 a U N O ~ I °n,-~~n~ I I I i Y ~ ° ~ ao I - WASHED NO. 57 OR 67 STONE I ~ EXCAVATION SLOPES TO BE STABILIZED d~ L I I ~ ~ WASHED NO. 57 ~~EXCAVATION SLOPES TO BE STABILIZED pj I' ~ , i BY SHEETING, SHORING, TIED BACK p~ z I ~ OR 67 STONE ' I BY SHEETING, , SHORING TIED BACK r~ i J ' X J i EXCAVATION METHOD, ETC. AS DETERMINED ~ ~ J BY THE CONTRACTOR. ~ Oo°o o ~ ~ EXCAVATION METHOD, ETC. AS DETERMINED ~ °Oo~ ~ ~ ~ ~ BY THE CONTRACTOR. THE CONTRACTOR IS TO MAINTAIN A - - - WASHED STONE TO BE ENCASED THE CONTRACTOR IS TO MAINTAIN A DEWATERED SITE DURING EXCAVATION IN DRAINAGE FABRIC (MIRAFI 180 N DEWATERED SITE DURING EXCAVATION AND BACKFILL OPERATIONS OR EQUIVALENT APPROVED BY AND BACKFILL OPERATIONS GEOTECHNICAL ENGINEER). ```~a~° a u~~~~" " N CA Rp ~~RFESS~%0 %q DRAINAGE FABRIC TO BE OVERLAPPED WASHED STONE TO BE ENCASED ~ ti9e 2.5' (MIN.) AT ALL JOINTS IN DRAINAGE FABRIC MIRAFI 180 N = `e SEAL OR EQU IVALENT APP OVED BY ~ 22613 e GEOTECHNICAL ENGINEER). ~°°~~~p,NE~-~°~°`~ C WIDTH OF UNDERCUT S W. J E~ DRAINAGE FABRIC TO BE OVERLAPPED 2.5' (MIN.) AT ALL JOINTS SEAL CULVERT CROSSINGS NO. 1 AND NO. 2 SCALE: N.T.S. CULVERT CROSSING NO. 3 NUMBER OF PIPES VARY SEE CHART BELOW A=COM SCALE: N.T.S. BASE OF APPLICABLE AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 APPROX. WIDTH DEPTH OF UNDERCUT RALEIGH, NC 27607 (919) 854-6200 www.aecom.com CULVERT CROSSING OF UNDERCUT UNDERCUTS EXCAVATION EL+/- BORINGS A/E INFO APPROVED No. 1 STA 17+30 4 @ 60" CARP PIPES STA 16+90 TO STA 17+65 12'+/- EL -8.5 B-6 No. 2 STA 27+00 3 @ 66" CARP PIPES STA 26+70 TO STA 27+30 5.5'+/- EL 0.0 B-10 FOR COMMANDER NAVFAC No. 3 STA 41+75 1 @ 24" CARP PIPE 12'** 5.0'+/- EL 7.0 B-14 ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~C BENEATH PIPE INVERTS SATISFACTORY TO DATE 06.13.2011 ~k~k ALIGNMENT OF PIPE IS NOT PERPENDICULAR DES DKS DRW HLR CHK JWJ TO ROADWAY STATIONING. UNDERCUT WIDTH IS «PM/DM» CW/PV 5'+/- ON EACH SIDE OF PIPE BRANCH MANAGER CHIEF ENG/ARCH General Undercut Excavation Procedures at Culvert Crossings FIRE PROTECTION QZz z C~ B ~g° o z B 1. Provide dewatering within excavation limits and installation of shoring system. Pump efFluent into stilling basin with a minimum volume of ~ U 0 300 cubic yards. See detail D4 on sheet CG503. Locate basin outside of wetland boundary ~ ~ ~ ~ cn z z~° z O 2. The excavation will then be advanced to remove loose soils and organic laden soils to the depths indicated above. Once the excavation ~ULV ~ O ~ w z zQw o C~ is performed, drainage fabric (Mirafi 180N or approved equivalent) will be installed within the excavation so as to completely encase the c~ LL w z w J z ~ Q Q w ~ Washed No. 57 or 67 stone backfill. The drainage fabnc will overlap at least 2.5' at all joints. ~Z" ~ W w J t I w ~ > ~ ~ ~ ~ 3. During washed stone backfill placement, care must be implemented to prevent contamination of the washed stone with soil or other materials. w X ~ ~ z m J Place the washed stone in 2' to 3' thick lifts and compact with a heavy plate tamp to the approval on the geotechnical engineer or his on-site QQ~ ~ w ~ representative. z~° a 0 ~ w v ~ Q 4. After 3' to 4' of washed stone backfill has been placed, provide sump pumping out of the washed stone to maintain lowered groundwater levels. Oz Provide washed stone backfill to a point that is half-way up the pipe, where the surface of the stone on the sides of the pipe will be covered with U~ ; Q z the drainage fabric to encase the washed stone backfill with fabnc. ~ J w w ~ 5. The surface of the drainage fabric will be covered with 3 to 4 inches of washed stone. Thereafter, provide approved soil type backfill to bring the w O ~ z 2 area to finished grade levels. Manually operated equipment such as hand tamps and small walk-behind rollers will be used to compact backfill within ~ m ~ at least 5' of the culvert and to a level of at least 3' above the pipe culverts. w N ~ W v~ w J o QW N z 6 All undercutting and backfill work will be monitored by the geotechnical engineer or his approved representative. All excavations will Z ~ m ~ ~ be performed in accordance with applicable OSHA guidelines for the salty of the excavation personnel working within or adjacent to the excavation. ~V~ ~ Z R 7 Provide natural drainage area on one side of the excavation to allow for water flow through the wetlands. Upon completion of the pipe installation, o~z o A route the water flow through the pipes prior to placing any additional fill in the wetlands. J U O ~ w J o - ~ Q Q w Q 0 ~ ~ z ~ ~Q~ ~ W w a ozo ~ ~ UNDERCUT DETAIL AT SCALE: EPROJECT No.: 796542 CULVERT CROSSINGS CONSTR. CONTR. NO. ~ ~ SCALE: N.T.S. CP105 N40085-10-D-5313 ° ~ ° o CP106 NAVFAC DRAWING NO. ~ CP107 ~r o 12598707 SHEET 43 of 305 ~.i ~Fd CP506 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a PAY LIMITS a 0 6'-3" 7'-6~'a" 3 SPACES @ 1'-6~a" = 4'-$~/q" 4 SPACES @ 3'-1 Y2" = 12'-6" 12'-6" STANDARD 6'-3" POST SPACING 10 GA. 1'-6" W8 x 13 ENDSHOE 4~_g~~ 6" 1'-0" SEE NOTE 7 W-BEAM RAIL 1'-10/4" IL LAP GUARDRAIL IN DIRECTION OF TRAFFIC D D II II II °o Z O o_ C~ o N 0 r --r--- - r ~ ~ N - - - Q-------BEND-- ~ ~ - - - -a r VARIES SEE NOTE 4 5., ~ ~:,I NI EMI.-~~ ~ 1~1.= ~ ',71f1~ ~ ~ ~J tOf ~ ~.I l~f SEENOTES5AND6 4'-0" ~iai~ ~c~»i iv~i~ ~~a~ gEND pi iii iii ipi ipi iDi I ~I I ~I iiai iai iai iai iai iai ai i a i FINISH i ~ ~ ~ ~ ~ ~ ~ ~ ~ SHOULDER ~ ~ I I I I GRADE I I I I i i__I i__I i__I i_ i BERM GUTTERi _I I I I I BENT PLATE RUBRAIL (OPTIONAL) i i SEE DETAIL B 2, C6 x 8.2 RUBRAIL a u~,,,~ , N CA Rp SEE DETAIL A ELEVATION ~~R °ESS°%0 %q SEAL 22613 ,y~ SNG I N E~\~ a~: W. J E Cj C ~'~~~~~sa~~~~~~.. GENERAL NOTES: SEAL 1) POSTS 2 THROUGH 5 REQUIRE AN ADDITIONAL HOLE TO ATTACH LOWER BLOCKOUTS AND/OR RUBRAIL. 2) RUBRAIL BLOCKOUTS LOCATED ON POSTS 2 THROUGH 4 ARE OFFSET DRILLED AND SECURED WITH 5/" BUTTONHEAD BOLTS (SEE CHART FOR BOLT LENGTHS). SECURE BLOCKS ONLY TO POSTS 2 AND 4. SECURE RUBRAIL AND BLOCKOUTS TO POST 3. RUBRAIL IS SECURED TO POST 5 WITH A ~/8° x 4~/2' BUTTONHEAD BOLT. RUBRAIL IS FLARED TO BACK OF POST 6 AND NOT SECURED. A=COM 3) STEEL SPACER TUBE IS A SCHEDULE 40 GALVANIZED PIPE 6" INSIDE DIAMETER x 9" LONG. ATTACH TUBE TO GUARDRAIL ONLY WITH AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 5/8' x 1 ~/4' LONG BUTTONHEAD BOLT AND RECTANGULAR PLATE WASHER. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 4) SEE DETAIL D FOR SLOPED RUBRAIL BLOCKOUT. BLOCKOUT IS ATTACHED TO RAIL ELEMENT ONLY. USE 3/" x 3" LAG BOLT WITH FLAT WASHER. A/E INFO 5) SHOP FABRICATE THE C6 x 8.2 RUBRAIL END TO BE CONSISTENT WITH THE SLOPE OF THE JERSEY SHAPE AND ATTACH FLUSH WITH THE SLOPED APPROVED TOE OF THE BARRIER OR BRIDGE RAIL. 6) ANCHORAGE: FOR COMMANDER NAVFAC (a) AT EXISTING BRIDGE RAIL AND NEW OR EXISTING BARRIERS, ANCHOR RUBRAIL USING THREE %8' x 6" CHEMICALLY ANCHORED ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL BOLTS WITH WASHERS. MAXIMUM PROJECTION FOR BOLTS IS ~/2". (b) AT EXISTING BRIDGE RAIL AND NEW OR EXISTING BARRIERS, ANCHOR THE W-BEAM END SHOE USING A 4 BOLT HOLD DOWN PLATE (SEE STD. DWG. 862.04). SATISFACTORY TO DATE 06.13.2011 A 4 BOLT INSERT ASSEMBLY IS ALLOWED ON PRECAST REINFORCED CONCRETE BARRIER (SEE STD. DWG. 857.01). DES JMKD DRw JMKD cHK NJD «PM/DM» CW/PV INSTALL THE W-BEAM END SHOE BEHIND THE NESTED W-BEAM ELEMENTS. BRANCH MANAGER (c) AT NEW BRIDGE RAIL, ANCHOR THE W-BEAM END SHOE AND RUBRAIL AS DETAILED ON THE STRUCTURE PLANS. CHIEF ENG/ARCH 7) POST 2 IS W8 x 13, 7'-6" LONG. ALL OTHER POSTS IN THE ANCHOR UNIT ARE W6 x 8.5. FIRE PROTECTION B ~Ha a B Q Z z z ~ ~ o ~g~ 0 RUBRAIL OFFSET BLOCK UPPER OFFSET BLOCK ~o~ Q ~ ~ ~ ~ SEE DETAIL C AND NOTE 2 14" x 6" x 8" z z = (TYP•) ~~LV ~ ~ m wQ~ ~ _ z w o z~J Z C~ ~ __al wQ w I'Z' ~ - i i 1 H ~ U ~ W i' i _~1_ J t ' w ~ ~ ~ ~ ~ - LLJ X z ~ z m J A B C Q Q ~ ~ w ~ z~° a Q ~ RU~BRAI TOACH ~ ~ O r~J O ~ 4 BACK OF POST Oz Q U~ _ z W z (1 o o J ~ II II w ~ _ _ ' - -r'~ iii ui ui ui ui ti iii iii z O Q 2 II II S ~ m o w N ~ DIRECTION OF TRAFFIC LJJ ~ ~ Q w ~ J C~ A B C ~ DIRE 12'-6" NESTED GUARDRAIL (ONE RAIL INSIDE ANOTHER) Z~ Q m ~V~ ~ Z 2A Qo w J o U ~ Q 0 ~ ; ~ z ~ ~ _L_ PLAN Q Q ~ ~ Q ~ w 0 0 ~ scALE: NOT TO SCALE EPROJECT No.: 796542 GUARDRAIL ANCHOR CONSTR. CONTR. N0. ` ~ ~ UNIT TYPE B-77 NOTE: THIS DETAIL IS MODIFIED FROM NCDOT ROADW U ~ ~"~J STANDARD DRAWING 862.03, SHEET 6 OF 9, BY DEL SCALE: N.T.S. CP-102, CP-103 OT ROADWAY N40085-10-D-5313 a, BY DELETING "POST 1 " NAVFAC 2598708 o USE THIS DETAIL IS CONJUNCTION WITH DETAIL A3 ON SHEET CP508 SHEET 44 OF 305 CP507 ot_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a "W" BEAM "W" BEAM STEEL SPACER TUBE OFFSET BLOCK W8 x 13 4 ° GUARDRAIL GUARDRAIL SEE NOTE 3 "W" BEAM ~ POST (NESTED) ~ (NESTED) ~ GUARDRAIL Y (NESTED) 13~ 6~~ D IA. 32° ~ C6 x 8.2 ~ ~ ~ e BUTTONHEAD BOLT i i HOLES D D A RUBRAIL 29" NO WASHER (SEE NOTE 2) 11/ Z 29„ ~ ~~~2~ SHOULDE ~ 0 a 3„ ~ FINISH ~ FINISH = ~ FINISH BERM GUTTER GRADE GRADE (OPTIONAL) 1 0 GRADE 9" ~ ~ ~ ii ii DETAIL E PLAN N i~~C~ LAG BOLT C6 x 8.2 RUBRAIL ~ SLOPED RUBRAIL ~ ~ iii ii SEE NOTE 5 AND 6 BLOCKOUT RUBRAIL OFFSET BLOCK i ~i SECTION A-A SEE NOTE 4 SEE DETIAL C AND NOTE 2 'i'i~ SECTION B-B ti SECTION GC - - - x 13~g° DIA. 3~~Z, M , CAR HOLE 1" RUBRAIL BLOCKS 7" HIGH x 4" WIDE 5~~2~ 1C 13~g" DIA. Ess° POST THICKNESS BOLT LENGTH ~3j~~ ~ HOLES _ ~ ~ ° _ SEAL 22613 ,y~ SNG I N E~\~ a~: W. J E Cj v HOLE SEAL 'BOLTS FOR POSTS 2 AND 4 ARE USED TO ~<c,`O ATTACH BLOCK TO POST. RUBRAIL NOT 2~~4 J ATTACHED TO BLOCK. FRONT A=COM ~4~~ ~ DETAIL D SIDE AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SLOPED RUBRAIL BLOCKOUT DETAIL C SIDE FRONT A/E INFO RUBRAIL BLOCKOUT DETAIL F STEEL POST APPROVED CUT F CUT FLANGE BEND AND S NP. EACH FLANGE Typ, EACH AND SHOP FABRICATE AS SH SHOP FABRICATE BY ~j4, %s' FLANGE ~j4~ AS SHOWN 3 NP. EACH FLA TRIMMING FLANGES 3~s„ 1 CUT FLANGE BEND "W8 X 13 X 7'-6" AND SHOP FABRICATE FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN AS SHOWN PACKAGE SUBMITTAL AC H FLANGE ~ SATISFACTORY TO DATE 06.13.2011 4" 1 ~ D<PM% M KD oRw JM CW/PV NJD ' ~ / BRANCH MANAGER BENDING WEB AS ~ ~ „ 1 ' ~ / / / ^1 ~0„ CHIEF ENG/ARCH SHOWN AND WELD. ~ 8" ~s J FIRE PROTECTION ~ 6'-11•• '-11 o ~ Q Q B 5~~ ~ ~ 12 24" ~ ~ ~ r~ - z B SEE NOTE 5 ~ ~ Via' 2 °o= Q ~ ~ ~ ~ PLAN PLAN ~ ~~j z z = ~~LV ~ O m wQ~ ~ _ z w o z~J Z C~ ~ ----T-- Q ~ w Z ~ 4" RADIUS LLJ X z ~ z m J Q Q ~ ~ w ~ POST BOLT SLOTS z ~ ° Q O ~/2" DIA. HOLE 3" 1 ~/2" SPLICE BOLT SLOTS ~w " ~ o _OTS 3" 3/4" x 2~/2" (TYP.) o ~ Q = DRILL DIA FOR BOLT TO ATTACH ~2" ~~j° 3 „ ~ HOLE (~YP) BLOCK TO RUBRAIL ~ _ 2 /4 x 1 (NP.) BEND g,~i BEND ~ ~ 3" z W z -r ~ - - Q - s., 3., ~ 63/8' ~ ~ ~ - RADIUS z O R ~ - - 3'-1 ~/2" ~ 3" ~ z 00 0 2 3,_3„ 1,_6„ 5., 10' w W ~ v~ w J ~ Q W N ~ 5'-6" ~7~j" ~ ~~ja~ STEEL PLATE = J m ~ ~ ELEVATION 11 ~/4" x 10 GA x 9'-11" o Q ~ ~ QZ ~ A ELEVATION 2 Qo A w J o U ~ Q ° DETAIL A DETAIL B ~ > ~ z ~ BENT PLATE RUBRAIL w Q ~ Q o C6 x 8.2 RUBRAIL GUARDRAIL ANCHOR oZ° ~ scALE: NOT TO SCALE EPROJECT No.: 796542 CONSTR. CONTR. N0. o ~ s UNIT, TYPE B-77 NOTE: THIS DETAIL IS MODIFIED FROM NCDOT ROADW SCALE: N.T.S. CP102, CP103 STANDARD DRAWING 862.03, SHEET 7 OF 9, BY DEL o OT ROADWAY N40085-10-D-5313 a, BY DELETING "POST 1 " NAVFAC 2598709 USE THIS DETAIL IS CONJUNCTION WITH DETAIL A3 ON SHEET CP507 SHEET 45 of 305 .~~a CP508 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 10' a ° PRIMARY FLOW ~ ;------------,r------------. INFILTRATION BASIN TABLE SABLE ~ A ~ ~ A INFILTRATION Basin # Bottom Length (ft) Bottom Wi BASIN BERM bottom Width (ft) Bottom Elev. (ft) Top Elevation (ft) Depth (ft) o a w 1 30 30 30 7 10.5 3 ° N 65 11 13.5 2 3: 3:1; 3: 3:1 2 ~0 65 EMERGENCY SPILLWAY LENGTH FLUMEINTO BASIN FLOW FROM PUMP STATION ````~NeeCAR~t~'~~: ` ~oQ~pFESSip~~••y SEAL 035724 - R • ~ Yq N M•• ~ C ~''~ieeueeeeee`e, WIDTH SEAL A=COM PROFILE CROSS SECTION AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 3.0' 3:1 SLOPE LEN 3.3% >LOPE LENGTH 3.0' 1.0' 3.0' 1.0' A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN 0.75' 4ee PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 10~ BASIN TOP DES ABW DRw ABW cHK BMD BASIN TOP ELEVATION 3~ r ELEVATION 3' r CONC FLUME 4" of 3000 PSI Concrete «PM/DM» cw/Pv BRANCH MANAGER Final Grade Final Grade CHIEF ENG/ARCH a• ~ FIRE PROTECTION Existing Grade 31~ DEPTH 4~~ MHz a B _ 3.~ ~2~" CONC FLUME Q Z J z \ B =iiiii~llli~ ~ dal; 31 10'BERM ~ ~ o ~g~ 0 ~ c~ zoo z EMERGENCY SPILLWAY SEE INFILTRATION BASIN TABLE 3' X 5' CONC. ~ U w ~ FOR BOTTOM ELEVATION 4" OF CLEAN SAND SPLASH PAD ~ ~ w °z AT 4" THICK w > J Z INFILTRATION BASIN -CON N -CONCRETE FLUME ~ Z ~ ~ W I ~ J W z SECTION A-A INFILTRATION BASIN ~ ~ m J Q Q ~ ~ w m z~° a 0 ~w v z z O~ Q o ~ W ~ s BMP (FMSL) (FMSL) (FT) ~ J ~ w ~ INF ti INF BASIN 1 10.5' 10.0' 6.0' z ~ z INF INFILTRATION BASIN 1 & 2 TOP OF BERM INF BASIN 2 13.5' 13.0' 6.0' ~ z N ~ w Qw N J ~ C Z i= Q = BERM A SCALE: N.T.S. CP102 ~L i R CP103 =J m Q 3• y el1•• ` B ~ V~~ Z W /-1 o 0 0 °~z ~ o A 6" CLASS B RIPRAP SAP III liil~ - w ~ ° " ~ 0 i i i i i I I FILTER FABRIC Q Q EMERGENCY SPILLWAY RGENCY ° z ~ ~ _LWAY SCALE: EMERGENCY SPILLWAY EPROJECT No.: 796542 CONSTR. CONTR. N0. ~z o ~ cS N40085-10-D-5313 ~ . s °~~Tc NAVFAC DRAWING NO. d 12598710 SHEET 46 OF 305 ~.i ~Fd CP509 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 (4) 60"fly CORRUGATED ALUMINUM PIPES a a a 3X1 CORRUGATION, 12 GA (3) 66"O CORRUGATED ALUMINUM PIPES a 3X1 CORRUGATION, 12 GA ° / i -12'-6" DEADMAN ANCHOR RODS ~ ~ & PLATE ANCHOR (BOTH ENDS) ~ ~ ` r `'a 8 2' WIDE, 10C ALUMINUM BAND ~ 12'-6" DEADMAN ANCHOR RODS vr~ D & PLATE ANCHOR (BOTH ENDS) ~ ` W/ GASKET (NP. ALL JOINTS) ~ r~ 8\ 2' WIDE, 10C ALUMINUM BAND Z 0 ` ~ W/ GASKET (TYP. ALL JOINTS) a ~y U I Il N ~~iil! ~iiii~!i'li i~llill~~lii~i~iilii~i!iilll~~~~l iii ~ iil~ ~~i~~ N ° N ii ~ i,i iil!~~~ ~ iil Ili ii~ ~i~~ ii ~ ii I ii III ili; il~ll'llliiiiii~iilii iii~~~ll~~~ ;ii iii 'Iii I~ ~ ~ ~ iiiiiiii ii~~~ i~i~ ~ iiiiii i"iii 'I~ I ~i J ii „i~~i, ~~ii~ i~~ III ~iiii ~;ii i~ ' ~~iil!~ sill; I;iil ~~il~lllll ill~~li iii!!~~lii~i'~ li ~ ~ ~ iii ~ iii iii'i~ ```~a~~ a u~~~~~ i N CA Rp ~~R °ESS°%0 %q iili ii' i ~i~ ~II ~ Ili ~iii~ ~iliil!!~~Illlli~~~~ ii!ii~il!!i!' il!! iiiii Ili SEAL i ii ' ii~~ iiiii Ili iil!~~~ ' iiii ~ s 22613 ,y~ SNG I N E~\~ a~: W. J E Cj C SEAL ,~w 7~I 3 @ 66" CRAP ~ 4 @ 60" CRAP ~ ~ PLAN VIEW DETAIL ' ~ d ~ C4 L. ~C~M SCALE: N.T.S. CP 106 PLAN VIEW DETAIL ~ ~ l AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SCALE: N.T.S. CP105 / ~ ° A/E INFO APPROVED ROADWAY SECTION OVER CULVERT TO BE REINFORCED ROADWAY SECTION OVER CULVERT TO BE REINFORCED W/ DOUBLE LAYER OF GEOGRID W/ DOUBLE LAYER OF GEOGRID FOR COMMANDER NAVFAC ELEV 15.3 ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL E~ ~ LEV 11.5 MIN. COVER FOR TANK LOADING T~ MIN . COVER FO R TAN K LOADING SATISFACTORY TO DATE 06.13.2011 DES NJD DRW NJD cHK FFF «PM/DM» CW/PV lr BRANCH MANAGER w 8~_6~~ CHIEF ENG/ARCH 60"QJ ,i 60"f~ ; 60"f7~ 160"PJ ~ 8'-6" ~ 6 B 66"O 66"O 66"O a.I FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ c~ o z INVERT IN = 3.5' -WHALE BEAM (NP.) INVERT I N= 5.8' WHALE ~ U z~ O zQw o Z \ J 18' 67'-6" 18' 18' 54' BEAM (TYP.) 18' ~ " w z Cn W @ ~Z ~ w 4@60°CAAP 3 INLET ELEVATION ~ IN SCALE: N.T.S. CP105 SCAL 3 66" CARP w ~ z INLET ELEVATI N ~ ~ m J x ~ z w SCALE: N.T.S. CP 106 Q ~ o a Q ~w " ~ o Oz Q Q U~ w 1/AY SECTION OVER CULVERT TO BE REINFORCED z W = ROADWAY SECTION OVER CULVERT TO BE REINFORCED ~ ROADWAY SEC W/ DOUBLE LAYER OF GEOGRID W/ DOUBLE LA ELEV 11.5 y JBLE LAYER OF GEOGRID w ? ~ ELEV 15.3 z O MIN. COVER FOR TANK LOADING c~ m ~ MIN. COVER FOR TANK LOADING Q z N ~ w J wo ~ L,J Q w c„ D 1~-~~~~~~ ~~14 ~lI F ~~~~~V~~ Z 8'-6•• 8' 6.. w J m 66"Q~ 66"QS 66"O - ~c~~ ~ Z 2A o~z o O A L~ J o ~ Q Q w 0 ~ ~ z c, -INVERT IN = 3.0' WHALE BEAM (NP.) o z ~ INVERT I N = 5.3' WHALE ~ z ~ Q 18' 67'-6" 18' 18' 54' BEAM (TYP.) 18' SCALE: EPROJECT No.: 796542 CONSTR. CONTR. NO. ,oo a " 4 @ 60" CARP 3 3 @ 66" CRAP N40085-10-D-5313 P OUTLET ELEVATION pn Ol ,J~ OUTLET ELEVATION NAVFAC DRAWING NO. 12598711 a ~ , ~ c SCALE: N.T.S. CP105 ~G SCAL A4 SHEET 47 of 305 SCALE: N.T.S. CP 106 w~~~c CP510 ot_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a H H MINIMUM LIMITS MINIMUM LIMITS OF MINIMUM LIMITS COMPACTED COMPACTED SELECT GRANULAR ~ OF COMPACTED a 0 TEMP RARY VER F R ROAD FILL STRUCTURAL BACKFILL NORMAL ROAD FILL 0 CO 0 CONSTRUCTION LOADS D AND N0.57 STONE D ~ D SEE NOTE SEE NOTE NORMAL EMBANKMENT FILL ABOVE #4 FINISHED #4 MIN.COVERLEVEL HEIGHT GRADE OF COVER 10C 251/2" - CORRUGATED D BAND pJ_ ~LL Up 2-2/3" x 1/2" RIVETED ~ CAA a o CONSTRUCTION LOADS: _ _ _ _ _ _ ~ _ _ _ _ _ PIPE Z FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER °Q SECTION 24" WIDE x s" THICK a MAYBE REQUIRED OVER THE TOP OF THE PIPE, U CONTINUOUS FLAT w THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE ~Z BELOW. THE USE OF HEAVY CONSTRUCTION 25-1 /2" GASKET EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER 24" N MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. 4-5/8" BEDDING 1 /2"Q1 BOLT PIPE SPAN AXLE LOADS (kips) SEE NOTE #b INCHES ~ ~ CRITICAL BACKFILL ZONE WITH N0.57 STONE AND FILTER FABRIC, PROPER (2) 24" TECHO BAND 18-50 50-75 75-110 110-150 COMPACTION MUST BE ACHIEVED ANGLES MINIMUM COVER (FT) INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE TO BE - - - 12-42 2.0 2,5 3.0 3.o COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH WITH 48-72 3.0 3.0 3.5 4.0 SMALL TRACTOR (D-4 OR SMALLER) DRAWN EQUIPMENT. 78-120 3.0 3.5 4.0 4.0 SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. 126-144 3,5 4.0 4,5 4.5 ~~OR~ ESS~O<i~~: CONNECTING a Q~pF ~9~ *MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR BAND DETAIL n = SEAL N TE MUST PROVIDE THEADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. SCALE: N.T.S. CP510 C5 22613 MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAYSURFACE. 1. ALL SELECT GRANULAR BACKFILL AND N0.57 STONE TO BE PLACED IN A BALANCED FASHION n n ,y~ SNG I N E~\~ a~: ~ FASHION IN THIN LIFTS (6 -8 .;,,,,w o;E,,,,., C LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. SEAL 2. COMPLETE AND REGULAR MONITORING OF THE CRAP SHAPE IS NECESSARY DURING ALL IG ALL BACKFILLING OF THE STRUCTURE. SCALE: N.T.S. CP105 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METE CP106 :TION METHODS ~COM AND EQUIPMENT, 4. THIS WIDTH SHOULD BE EQUAL TO ONE DIA, WIDTH TYPICALLY, GREATER OR LESSER E R AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 DISTANCE MAYBE REQUIRED. DISTANCE DEPENDS ON BEARING LOAD FOR ANY GIVEN LOADIP VE N LOAD I N G ~ (919) 854-6200 LEIGH, NC 2760 aecom.com STRUCTURE SHAPE AND BACKFILL MATERIAL. THIS MUST BE EVALUATED BY THE PROJECT EN ROJECT ENGINEER A/E INFO FOR EACH SPECIFIC SITUATION. APPROVED 5. BEDDING ZONE SHOULD BE FREE OF DEBRIS, PLACE BEDDING MATERIAL AT MIN. THICKNESS HICKNESS OF 24", FOR COMMANDER NAVFAC 6. EMBANKMENT WIDTH H TO BE SUCH THAT A STABLE EMBANKMENT CAPABLE OF RESISTING SII :SISTING SIDE ACTIVITY 100 FINAL DESIGN PRESSURES FROM CRAP PIPE-ARCH SHAPE WILL BE MAINTAINED THROUGHOUT THE LIFE OF IE LIFE OF PACKAGE SUBMITTAL INSTALLATION. THIS WIDTH TO BE DETERMINED BY THE PROJECT ENGINEER. SATISFACTORY TO DATE 06.13.2011 DES NJD DRW NJD cHK FFF «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH SCALE: N.T.S. CP510 FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ c~ CORNER AND WING PANELS z~° z z= ALUMINUM STRUCTURAL PLATE 0.150" THK. TOP CA w z ~ O wQ~ ~ z w o Z ~ Z \ J W Q LLJ %4'f~ ANCHOR ~z° ~ W SEE ELEV. ROD TYP. J t I L.LJ U W ~ - ~ L.L~ X ~ z m J ~ WALE UT QQ~ ~ W ~ ALE BEAM - > ~ ~ Q Q ° Z ° ~ w v ~ ~ WALE NUTS 12'-6° SINGLE ROD Oz Q Q DEADMAN ANCHOR U v SEE ELEV. (SEE DETAIL) U~ w z SEE ELEV. ~ W = z J ~ %"0 ANCHOR ~ 4 w ~ ~ ~ ALE BEAM ROD TYP. w ~ cn z ~ ~ ~ WALE NUT z N Q w W w SINGLE ROD ~ SEE ELEV. ' J ~ Qw N DEADMAN ANCHOR Z~ Q m 2'-0"MIN, x 12'-6" (SEE DETAIL) 1'-0" BAFFLE WELDED @ INLET .D @ INLET AND OUTLET ENDS ~ J cn 112" THICK PLATE WITH ALUMII~ 'ITH ALUMINUM GUSSET PLATES BRACING INSIDE OF CULVERT o Q ~ ~ Z 0 0 ~Q ~ o A F- ? U I w J o V ~ Q Q w 0 c~ ~ ° z 0 o_ aQ~ a w c o ~ 0 SCALE: 0 EPROJECT No.: 796542 SCALE: N.T.S. CP510 ~ ~ SCALE: N.T.S. CP510 CONSTR. CONTR. NO. co ~ N40085-10-D-5313 ~~o~° NAVFAC DRAWING NO. o ~ ~ ~ ~ ~ N i ~O~FO 12598712 ~ W ~ . SHEET 48 of 305 (~Q~C~ CP511 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o °m o °m NORMAL OUTSIDE SHOULDER SLOPES v~ H~ v~ ?~OPES NORMAL MEDIAN SHOULDER SLOPES o < ~ E' Q < ~ ROADWAY I-1 ~ F• Q ~H Z QF~ ~H Z fA O z = ~ O E.O.P. Q ROADWAY UP TO 10` SHOULDER ~ ~ = t7 A,~O~p HaC~r U DHO~p 10' H p C3 m O ~ ~ ~ d Z m O ~ ~ ~ UNPAVED SHOULDER -~z-~=A oo = ,-.z-~=y IOULDER 2` PAVED ~ J d H Z EDGE OF TRAVEL LANE p ~ tl3 = =~Aym WQQ~''= =mOAym Z (GRADE POINT E O P Q V~ O H D Z ~ ~ Q U ~ O H Z ~ EDGE OF TRAVEL LANE z~npo ~ zcnpo I I{4 LANE} ~ ~=~zW zH~rm ' oW zH~rm I -0.04 Cn l- ~ p J C7 p~ H ~ W H Q C} O 70 H -0.08 _ ~ Z DITCH SHOULDER PAVEMENT WIDTH SHOULDER O O V} ~ _ ~ ~ I Z 1-I ~ DAB' WIDTH Z .H ~ DAA i -<H FINISH FH '<H E- ~ O H ~ O O r NC i NC GRADE <L p to 0 r i ~ ~ ' D z Q1 I UP TO 14` SHOULDER W p h I ~ o I 2' PAVED ~ w HOULDER EDGE OF TRAVEL LANE ~ *CU S~OQE ~ ~ UP TO 10' SHOULDER ~ Oti SUBGRADE LINE NC i NC ( S(0 ~ 2' PAVED I pF ~ (GRADE POINT ~ I {4 LANE} ~ E.O.P. N "3 E.O.P. EDGE OF TRAVEL LANE ( Z TYPICAL NORMAL CROWN SECTION m -0.08 O ~ z ~ ' -o. H I UP TO 10'-0" SHOULDER ~ tJJ ~ C G ~ H = os ~..~m ~Q moOm CONDITION #1: EDGE OF TRAVEL LANE UP T0210`AO'E UNPAVED SHOULDERS Q = Q p v~ °oC ~zo~ 1 FOR UNPAVED SHOULDER ~ ~ U m r t'i p to r G4NDITION #2: FORE2o PAVEDV SHOU DER p 4E SUPE,s~ X4N ~ D O m~tn zOQ v~1cn n p= H y v H m = w ~ PEP ~ - N Z ~ O~po ~ a N~ +o. Q~~ +4.03 Z ~ ~ J O = -1 D o0 omOA v N ~ tJJ ~ A 53 z ~ Z o = z ~aDv I oNZ o~cv ~S,O ~ ~ ~ D A DITCH SHOULDER PAVEMENT WIDTH SHOULDER C Q Q C -p r A NOTE: ON LOW SIDE OF SUPERELEVATED PAVEMENT USE NORMAL Q Q`~~~~P +0.42 Q ~ ~ Q .NT USE NORMAL ~c ~ 0 ~ J A ~ 70 WIDTH Q Q ~ m ~ ~ SHOULDER SLOPE UNLESS NORMAL SNOULDER SLOPE IS zHV ~ 0 C m ~ v FLATTER THAN SUPERELEVATION, THEN USE SUPER- UER SLOPE IS f~. +0.01 Q J Q USE SUPER- ROADWAY p m v Z p FINISH ~ Q 70 r v ELEVATION RATE ON SHOULDER. tiP p9 ~ _ Cn ``,a~~uu~~~i,, ~ ~ SUPER RATE GRADE h p (fy m ~ O A Ui ~ Q C ~ ~ A NOTE: "ROLL-OVER" ALGEBRAIC DIFFERENCE IN RATES OF CROS; V RATES OF GROSS kp•~© k~. 't CJ3 = Q ~°oFESS°~0°=~ C1 ~ H *C ~,OQ~ \ ~ * Q O ~ A ~ H SLOPE NOT TO EXCEED 0.06 AS SHOWN. IF SUPER- IF SUPER- k4'© -0.01 ~ aQQ- ~9~°° A C z T SCp ~G~ ~ - - - - - ~T( LL W ~ Z Z ELEVATION IS REVOLVED ABOUT CENTER LINE OF I LINE OF = W 1--i - - +4.4~ U? Q Q _ SEAL - r ~ O PF OZ SUPER RATE ( S(Q ~"i ~ ~ v N PAVEMENT SAME APPLIES. ON DIVIDED ROADWAYS GRA SUBGRADE LINE SUBGRADE SLOPE PARALLEL AF J W O ~ POINT TO~BE AT THE MEDIAN EDGE OF TRAVEL LANE. :D ROADWAYS, GRADE k4,4~ '0.02 J O © s 22613 = TRAVEL LANE. +4 Oc! ~r ~ _ - ~A ~ I TO FINISH GRADE SLOPE O -i n ~ ~ O i Z ~ C C O +4.43 0.03 Z ~ = h ~°°°c",NG EF-e;° ° WH O ~ ~ 0 *SEE PLANS FOR i ~ < ~ +0.02 ~ ~ H ~ ,,~'9~FS °W. I J E~~~.~`~` ` m METHOD OF CONSTRUCTING ~ m CUT AND FILL SLOPES. ~ -0.01 ~-d. ~Jr ~ SEAL - 2 . Q og ~ TYPICAL SUPERELEVATED SECTION O Z TRENCH OR GRADED SECTION. SEE PLANS. o~ o, o$ SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 of 2 SHEET 1 OF 2 ~~0~ 225.02 225.02 560.01 560.1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 560.01, 1 OF 2 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N,T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v vm O vm 8" ASPH. CONC. INTERMEDIATE COURSE RESURFACING z H ~ NORMAL MEDIAN SHOULDER SLOPES H ~ H ~ OR MATERIAL pF-1 ~ SATISFACTORY TO DATE 06.13.2011 < ~ NORMAL OUTSIDE SHOULDER SLOPES ~ Q < ~ ~H z QF's ~H z 8" ASPH. CONC. BASE COURSE ~ ~ E- Q ~1 ~ ~ DES JMKD DRW NJD cHK JWJ OOO ROADWAY ZpC=U pfl)00 r H'I'I ~ U3 UP TO 10` SHOULDER O r H'T1 ~ (n H ~ ~ Q «PM/DM» CW/PV O -I ROADWAY m z = ~ , UP TO 10' SHOULDER ~ J LL m Z = ~ H A W 4 p~ {f) H A EXISTING EXISTING O Q ~ = Z BRANCH MANAGER =pDrym ( PAVED ~ 4' PAVED WQzl1-= =0ynm ~ n , rf f n ~ LtJ Q ~ ~ = CHIEF ENG/ARCH ~ z A ~ EDGE OF TRAVEL LANE I- U ~ O Vr ~'I Z D ~ G( ~ 1- D 2- D X 2- O 1- 0 Q V~ Q H FIRE PROTECTION z=~o~ ( E.O.P. ~=~zw z=moo H p r ~ GRADE POINT E.O.P. uy(- ~ O J H p r r z z a B ~'y=77z - -0.02 -0.0 I (4 LANE} ~(~r-'iQ t7=~Z ~oo~¢ ~ Z ~ z ' ~~A , $ ~ -0.02 -o.os z° .Hoc ~ ~~A A~ ~ D~ ~ H~ og~ o H V ( d -G H J i NO O . WO ~O O U VJ . ~ ~ z ~ ° Z z~ I h o z~ ~ z _ ~ UP TO 10' SHOULDER I D ~ ~Uz ~ O zQ~ o w ~ 4' PAVED Z ~ Z \ J EDGE OF TRAVEL LANE Z "~°S GRADE POINT Z m ~(4 LANE} E.O.P. O D X W PAVEMENT REPAIRS 4N ROADS TO BE RESURFACED Q ~ ~ I H {PIPE IS PLACED UNDER EXISTING PAVEMENT) Z ~ ~ W J t I L.LJ 1 H = NOTE: ON LOW SIDE OF SUPERELEVATED PAVEMENT USE NORMAL -0.02 -0.08 F ~ 12° 1'-4" 7'-4'r SHOULDER SLOPE UNLESS NORMAL SHOULDER SLOPE IS ^ ~ ~ x ~ ~ m J m O m FLATTER THAN SUPERELEVATION, THEN USE SUPER- ~ U ~ m n it-7 n 7r 7rr -I =t7z OOv O z 15 O ELEVATION RATE ON SHOULDER. UP TO 10 O SHOULDER W O n r tr r n 0 Q z a ~ w Q ~ U} r 4` PAVED t¢` PAVED} O r 18 1 -10 7 -10 O C'3 F O O ~ n r n ~ Q ~ ~ Q Q W ~ ~ u~ z v v71CA a ZyW ~ ~At!) 24 2-6 8'-6" H m = EDGE OF TRAVEL LANE o H Z E- d. O C = N ~ FOR 4 PAVED SHOULDER ui ~ O Q = C m ~ $(}'r 3 r _ 1 ° 9r _ 1 n 2"- 3" ASPH. CONC. SURF. COURSE Q Q ~ ~ ~ Q ~ O ~ ~ -0.02 f,.~ W ~ n r rr r n c to m ~ to m ~ 36 3 -8 9 -8 ~ _ ~ A NOTE: "ROLL-OVER" ALGEBRAIC DIFFERENCE IN RATES OF CROSS ,~50~ p J C ~ m A 6" AORPH. GONG. INTERMEDIATE COURSE ~ W~ z w z ~ O N ~ Z SLOPE NOT TO EXCEED 0.06 AS SHOWN. IF SUPER- EyP ~ - .03 W W ~ Z Z n r rr r n o C C r v ~ti~ p~ ac O A v 42 4-5 10-5 6" ASPH. CONC. BASE COURSE ~ ~ W ~ J Q ~ r ~ A ELEVATION IS REVOLVED ABOUT CENTER LINE OF OQ~ k . C © W J ~r A n r rr r n v m ~ ~ PAVEMENT SAME APPLIES. ON DIVIDED ROADWAYS GRADE 5 + d t1- = m ~ 4$ 5 -0 11 -0 aF~~ w ~ ~ o m o m v ' ' ROADWAY F~ k0~ - 4 C J = O ~ C ~ ~ m ~ POINT TO BE AT THE MEDIAN EDGE OF TRAVEL LANE. Q~P + 1 z = _ ~ m EXISTING EXISTING ~ Z ~ W d W W Z ~ J r v c ~ ~ F~ a0 OZ ~ (L ~ H ~ ~ CAO~ k k' y ~N~ ~ -I Z H - .01 = W H H o ~myz oho ~~Dz ~ o v o ~o,o~ -0.02 H O H p m y o J a p Q W N J c ~ J N O ~ 1 C7 ~ ~ +0. S - O I- O c~ Z ~ Q I V m o O C C~ 2 W G= W aD ~ ...7J~ +0.0 2 OH g ~ = J_ O m ~ + 1 = _ ~c~~ ~ Z D oQ o ~ A \ M - .02 H ~Q F- ? U I Z O 1 .2 0 W - .02 ~ Z w J o V ~ Q Q w O c~ ~ ~ z PAVEMENT REPAIRS ON ROADS NOT TQ BE RESURFACED Q Q ~ ~ c SHEET 2 OF 2 SHEET 2 OF 2 SHEET 1 OF 1 {PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT} SHEET 1 aF 1 ~ z ~ ~ 560.01 560.01 654.01 c ~'JrJ~ . Q1 scALE: N.T.S EPROJECT No.: 796542 CONSTR. CONTR. NO. oo°N~ DOT ROADWAY STANDARD N40085-10-D-5313 NAVFAC DRAWING NO. ~o~ro 1 DWI NG 654.01 1 259871 3 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET 49 of 305 ~Q~~ N.T.S. TYPICAL CP512 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o C7 ~ C7 m m PAVEMENT ~ v'3 ~'t7 GENERAL NOTES: ~ cauPLING ~ ° G ~ WHEN PROOF ROLLING IS REQUIRED, PLACE ~ Q C ~ 1 N ~~$n RAD. err` err rr RAD. 2`r RAD, PAVEMENT 1/$rr RAC. SURFACE Q Q ~p ~ ~ PIPE UNDERDRAINS A l~INIMUN DF 6' DEEP, ~ ~ ~ Z rr 6" 2'-O" _ R~ ~ M t ~ 1~$rr RAD. j~~ rr RAD. ~ SURFAGE C 3 ~ ~ = V ~ ~ O ~ TO DRAIN OUTLET i TO UNDERDRAIN r Z ~ = tJ ~a ~ O ~ ~Q RAd. > H U' , r p ~ ~ v7 EARTH COVcR - O 1' O,l ~ (A rr z ~ LL._.I ~ H z rn -I RAD. rr _ ~ t{ t1J~H~ Nz~sA ~ oocn= Hz~=~, ~ - 7 1/B RAd. ~ p ~ C7 ~ CONC"ETE PRE} NOTE: SUBDHAIN - t a Z G? O ~ rj -I cq'', ~ ~ ~ ~ ~ .i.l~ ~ m CONNCCI PIPE OUTLET INfO DRAINAGE -ll ~ FINE ~ X W Q Q~ z z ~ m O , o ~ A ` it Ez ' cr ~ WQQLL= ~ - rr ~ ~ . rr U ~ ~ ~ D ~ ~1 Q STRUCTURE WHEREVER PUSSISLE. IF NOT CON- n.CGItUGAIU ~ i ~ C~ ~ ~ `r - -i m. _ ~ NECTED TO DRAINAGE sTHUCTURE, PROTECT ~ S PIP = ~ h z z W Z ~ -rl t0 ~ H r SEE SPECIFICATIONS ~ p ~ r • G? O N END OF PIPE BY CONURCTE PAD FOR ~F ~ lL G7 O H ~ ~ ~ S_G I :0;~ E}' 5 FGN ~ O H Q Ca 17 rr ~t~ tv'' ~ cv'" ~3,4rr RAD. c~i~I=- o~ rr RAD . r ~ EL_ H ~ z ~ ~ OUTLET END DF uNnE"DRAIN, pans ARE NEEnFD ALTERNnTE51 O ~ dC z ~ ~ 2~ _ g" 1 4 RAd .~r-Rrr ~ ~O~Q . ~ - ,n, ~ , ~ . Z F-i ~ ~ D a' AT Iornrrnus w"RaF RIPF Is Nnr PlncFn s~, ~~r ~ ~ ~ D A D~ AUXILIARY VIEW - - - {-H y r rr ~r_ ~ H y IN DHhINAGE s i Ruc i uR~ i v ~ncl ~I i AI ~ MAIN- a., ~ M 2 - ~ GURU AND MUTTER - 1`-fif1 CURB AND CUTTER ~ Srr.~ err c~ ~N O ~ TENANCt ANU AIU IN lUENt1EICAlIUN. ~ ~ 0 ~y Z a, ~ - D - ' Q Z lTi 2x2 TO 4x4 GAL'JANIZED a 8" X 12" {}R 1$" 9" X 1 QR 187' ~ ~ PIPE W F ,r PIPE UNDERDRAIN , „ aARD'~^.A"~ c~oT~t , ~ z -s 4 -0 PROPOSED CONCRETE CURB Ct}NCRETE CURB o 'R(~POSED U,063 WIRE OR EQUAL ~ I•D• ~ a Y = 12"' WHEN °R` IS •1~-U° OR LESS r rr + +r ,EDGE OF z ~ Y = VARIABLC WHEN ''H" IS DYER 4"-D" 2 2 -D 1 .QGE OF ~ PIPr _ Z ,PAVEMENT 'AVEMENT 2rr RAp. 2r-art M ~djl~.,. ,~i 8" l'll'k SEE AUXILFARY VIEW H w ~ ~ , 1 Q rr r n ' , ~,__8__~ 2 MIN . 1~Grr RADIUS ~ 1.4 rr~~ 1 r=err r ~ , ~ RODENT SCREEN o ~ - ' ' ~ I ~ ~ rr I - T c-~ _ I ~ -`j - _ t7 - tt ~ ~ ,l ~ + I S PIPE EAkiiH DOVER ~ li_ Q Q ~ $ rr rr ~ ~ Q~ I~r~ , . Zr ~r,Z~' {j ; ; ~ HGULNI SEE AUXILIARY VIEW `y ~ ~ ~ ' ~ ~ - ~ ~ H ~ ~ (H(Q a,1 z ~i scRrrN ~ . - - , ` N } ? J C7 ~ = EXPRESSWAY GUTTER g BH{}ULDER BERM GUTTER ~ ~ ~ rr ~ ,-1 Q ti T i~ ~ {O ~ _ - ~ _ # ~ a PIPE ~ n ~ ^Q ~ ~ X fi" MEDIAN CURB VAI.I.EY GUTTER ~ ~ - 4 t3 F ~ ~r " ' 1 j'` iv - Sl7BDRAIN CC ~ ~ ~ n H Z N ~ . ~ ~ 1 r rr ~r \ ~ AGGREGATE Z r~I z SECTION VIEN ~ C7 ~ - 1 1 2 -0 S ~ ~ RODENT SCREEN = D ~ ~ O :TIaN VIEW OF CURBS t}R CURBS AND CUTTERS ° 00 ~ m-r ~ ~ ~ LL C ~ t-6" PIPE 2`-S,r 'CLASS `B` U(1NCRETE d ~ D ~ ~ ~ ~ ~ ~ GENERAL NOTES: FIEF Sig" x .I r, DEEP 'd ~ . Z C7 ~ 4 PIPE PROPOSED OUNCFlETE PAD z H ~ p -PLACE CONTRACTION JOINTS AT 10` INTERVALS EXCEP' ,VAER EXCEPT THAT G[~©OVED OR SAWN ' ~ ~ ~ ~~,~~r"'"",,r,, ~ 1/~ ° „ ~ 4 DRS PIPE ELEVATION VIEW ~ A 15` SPACING MAY EiE USED WHEN A MACHINE IS USED ~ ~ ~ {SEE AUX. VIEW} to ~ C x' TINE IS USED Oft WHEN JOINT WITH JOINT Q W ~ ; .~oR~H CARp<~~'~,,, ~ ~ BLIND DRAIN D -I 53 :E SATISFACTORY SUPPORT FOR THE FACE FORM CAN E3E OE 3M CAN BE OBTAINED SEALER t7 JOINT SE,RLER_ ~ ~ j ~ ~~oFESS°~0 9°~ , r H INSraLL RQDENr $eREEN ~ ~ -I C WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. ~ 4 INTO DRAIN PIPE ~ ~ ~ f3 g~1q'~± H W ~ ~ ~ -JOINT SPACING MAY E3E ALTERED IF REQUIRED BY THE NTERVAES. ~/g RAD, GUTTER = ~ ~ _ °Q ~e _ ~~$rr RAD. PAVEPJIENT \ ~ Z = SEAL [RED BY THE ENGINEER. y. , _ J SURFAGE - e = Z PLAN VIEW 1i -.-..-Ire ~ ~ ~ -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE SURFACE J ~ Q s ~ 22613 . e.. . MITH THE USE OF ~ _ _ = v ~~,r~ :r ~ z m SUBDRAIN QUANTITIES ~a Z = ~ O TEMPLATES OR FORMEd BY OTHER APPROVED METHOdS. METHODS. <1. _ ~ C.'~ °~N E~` p ~ W ~ CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 ~ ExcAV. ~ FINE Asce. I W -FILL ALL CONSTRUCTION JOINTS EXCEPT IN 8"X6" ME A MIN. OF ~ 2rr DEEP. ti` ~ ~ .h r ~ . . r IlI -9,yc~ °,G I NE°°~~~ it ~ TYPE q}, yp$, pEN FT. DEPTH)LIN. FT. a'r PIPE C WITH JOINT FILLER AND SEALER, IN 8"x6" MEDIAN CURB, ~ ` ~ . Q ~ q.~ .~~'a . .t,,: ~~~~~'~~wea~~,~`~~``'• PROPOSED . ~ ~~zV 0.056 ~ a° PIPE ~ -SPACE EXPANSION JOINTS AT 90' INTERVALS ANd AdJA ,LS AND ADJACENT TO CURB ~ GUTTER ~ PROP. ~,2r, Z ~z"° ; , ' " ALL RIGId OE3JECT5, ONAIN 0.437 PAVEMENT JOINT FILWLWER SEAL JOINT, LONGITUDINAL JOINT TRANSVERSE EXPANSION J{}INT THE CONCRETE PAD CONSISTS OF 4" DRAIN 0.137 CUBIC YARDS 6" BRAIN 0.177 CUE9IC YARDS CLASS "BN CONCRETE. IN CURB AND GUTTER SHEET 1 DF # SHEET 1 OF # SHEET # OF 8 SECTI{}N VIEW {}F JOINTS SHEET 1 of s ~ M 81 ~ END ELEVATION VIEW END ELEVATION VIEW ~ 84 0 0 60 846.01 CO 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 846.01, 1 OF 3 A/E INFO SCALE: N.T,S. TYPICAL SCALE: N,T.S, N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ v ~m p Qm Z H17 H} I--I~ -1 ` ~ = ~ Q -1 H SATISFACTORY TO DATE 06.13.2011 r- ~ H Z . 02 Q, , 02 0 ~ . 01 .03 ~ .0? ~ 03 ~ ~ ~ H ~ ~ DES JMKD DRW NJD cRK JWJ t . cn o 3S .O6 ~ .04 ~ = U t , I ~ O6 ~ C'3 r~-n~to ~ _ ~ ~ ~.o. ~ '-'o r j-n~to t~~ h IL H i--i~C3~ «PM/DM» CW/PV H ~ 12 .10 " n oC ~ H Y ~ A ~ ~ ~ _ ~ BRANCH MANAGER oo~o-~ 7„ 12 7 .0~ /.U3 W o~~o~ W Q ~ ~ CHIEF ENG/ARCH ="~I'x'm I-U'~o= =~tDym V1~G} Q ~ H U~9~Q ~ ~ ~ H FIRE PROTECTION Z ~'I7 ~ -rI ~ _ ~ ~ W Z H -0 ~ -n SLOPE TO ELEVATION QF )F to l- ~ ~ ~ z a B ' L7 ~ H ~ ~ W ~ J S7 ~ H CURB AND GUTTER OR AS ~=~jZ •02 /.O2 ,02 tp~: /.OE ~ ~~t/}~ ~~-~jZ PAY DIRECTED BY ENGINEER ~S TRANSITION ~ O ~-1 Q ~ Z ~ Z ~ p Cl} tC Q ~ D 3> Q, • D2 D. 27 1 Z H ~ D LIMITS APRON SLOPES UP ~ t-a o J v O RADII SEE RADII I- v 0 = Q -<H ° ~o. ~ tfl~ ~ ' ~ ~ I` t~, ~ • ~ ' I~ ~ H -C H V IN RADII ~ ~ 7, t PAY LIMITS FLANS} {AS SHONJN ~ U VJ rr • ~ z 12 rr .02 n .02 .04 p z C rr ~ 12 7 ~ ~ ~ ~ ~ -D 7 } IN RADII ~ ~ -O ~ ON PLANS} ~ ~ ~ ° = z V z J t tt _ _ _ / O w z N ~ - ~ - - z Q ~ O ~,_Orr GUTTER r, - - - - - - _ prj FACE OF CURB Z ; J Z . 2 ' ~ r~ - j.QS .e~ ~ w Q ¢ W Z 0 O, . 02 co I~ i , 03 , 01 ca, 3,3 ,44 0.25 _,04 -,02 NORMAL .O4 _ _ ~Z`-' ~ W I ~ t, • ~ ` ' CROWN i~~ - io, ~ ~ n v t w ~ ~ rr ~ - A m 12 'O$ „ 12"; ,OO 7° 01 /.05 m DRIVEWAY WITS EXPRESSWAY GUTTER f GUTTER TRANSITION DRIVEWAY WITH 2`-6" CURB AND CUTTER ~ ~ 0 ~ X _J C'i ~ 7 OC t7 ~ C ~ ° G ~ PLAN VIEW OF ' ~ W ~ Z H I"""' ~i ~ H N VIEW OF TYPICAL CURB AND GUTTER 4CCURENCES W > Q ~ ~ W Q 1-~ z~° a Q w ZrC! ~ _ z l-W ~n u~ ~ hW ~z ~ ~ ~ 17 ~1 = . 02 O .O2 ~ . 04 . 00 ion ~ ~ ,10 / . QC H ~ H O ~1 = ~ , ~ ~ v ~ Q ~ o, ~ 12 , 07 rr n ~ . 00 t~ ~ ~ ~ ~ ~ ~ 12 ~ 7 /.06 ~ ~'J z 15" rat-err ~rj r~jr_Qri ~ 2J-art 27-0" ~ ~ ~ > z 0 1'~ Ci ~ O ~ o~ to C"t ~ o ~ ~ p ~ U m ~ to VARIABLE - 1O SUGGESTED VARIABLE - 1O 5 12 ~ : ~ ~ ~ 12jjj- i ._1 _ 127~~ ~ _ - W ~ ~ FRIABLE - 10` SUGGESTED ~u{ I ~G~r err ~~rr ~ ~ ~ ~ z c z ,O2 O .02 .05 .01 %.11 r.~7 ~ Q W ~ cl A ~ 0. ~ as B C r. ~~7 .02 .O2 25 -,04 -.04 ` ~__r _ ~ ~ ~ - ~ : ~ I- V C ri SECTION A-A SECTION B-B S~CTTdN C-C ~ z O J EXPRESSWAY GUTTER TRANS2TION GUTTER 2`-6" CURB $r GLITTER ~ ~ ~ c D I u - I 1 ~ D W z N ~ ~ ~ H tt i ~ ~ ~ id -1 ~r ~ a ~ 12 .46 12rr ~ .00 err .01 .07 ~ z W JOIN SEALER JOINT SEALER ~ ~ ~ ~ W ~ 171 -I ~ 7 ~ H C ~ z ITi -I ~ o ~ -1 ~ Z Q ~,1 -1 y~ rr RADSURFACE OF 1,~ RAD ~SURf _ACE OF H Z > W LLJ J 8 ,GUTTER ~ GUTTER Q z - N ~ m m EiERM V,4RIES ; 2"-0" 2`-O" O m m ' ~ O ~ m o ~ r rr ~ ~J EDGE OF ~ 8 -O NORMAL i PA1tEMENT ~ z VARrABL r - EDGE OF - _ - ~ 1l7" TC~ 12" W ~ ~ J (n i.z`~-- JOINT PILFER, ~ J" X77 ~ .02 '~,r .02 r.08 ~ o 4,3p -.02 0.25 4 -.05 c~` /.06 va .12 EXPANSION JOINT CONTRACTION JftINT o Q ~ ~ o .O1 ,O1 --'4 ~ A . n ` - ,p~ oo z L * t ~ PLAN VIEW OF TRANSITION tANSITIQN Q ~ rOr~~ w J ° U V 0 12 71+ 12 7" .42 x.08 EXPRESSWAY GUTTER T4 2'-6" CURB AND t c CURB AND CUTTER ~OINETHE TRANSITION FROM 4'-d`r CONCRETE EXPRESSWAY GUTTER TO 2' 6" Cf}NCRErTE ~ Q ~ z CURB AND GUTTER, PLACE ?j~~ EXPANSION JOIFlTS AT 25~ 2NTERVRES. Q ~ _ -PLACE GROOVE JOINTS 1~' UEEP AT 12`-G~ INTERVALS BETWEEN EXPANSION JOINTS. ~ Q ~ ~ ~ SECTION VIEWS OF I N VIEW F ' SECT 0 S O SHEET ~ bF 3 EXPRESSWAY GUTTER ZN SUPER ELEVATION 2'=6" CURB QND GUTTER SIJPEREIEVQT2ON RRTES s"EET ~ ~F s s"SET 3 ~F s -FILL AND SEAL THE TOP 1,~" OF THE EXPANSION JOINTS AND 1" QF CONTRACTION p z o ~ JOINTS UJZTH APPROVED ti;O=PIT SEALZtiG COh1POL,''J[I. SHEET 3 OF is scALE: N.T.S 0 846.01 ~ 846.01 846,01 G $46 a ~ I EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~No NAVFAC DRAWING N0. ~~o~ ~~NO 1 DWI NG 846.01, 3 OF 3 1 2598714 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEETrjQ OF 305 ~Q~~ N.T.S. TYPICAL CP513 oo~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o C3 z 0 cam W o am o~ H ~ SIDEWALK (5' STD.) Ham., H ~ 3R 8 A B Q~ H Z ;~i'~~~ ~ ~ ~ ~ Q~ D ~ v 1 ~ r ( 2' t,: 0 h4: . J 4' ~ cL ~ C.? D ~ ~7 ~ o ~ ~ to ~ ~ r~,-h r „ ~ r,.o , D.Da 1MAxJ o r o ~ ~ ~ ~c~~c.? LL_J~H-ter m -I ta; n,b. ~.i wJataZ m Hz~~~ ~ ~ I oo~= ?-,z-~ D oo~~..~-I i I waztL G7p~{~~ 00~~ z,~DDm ~ QQ ~ ~-~Dym ~z z~ z~ ~ B" .a o-,,;_,. Qom°c~ I~OQ o~ i ~ ~ F-2~z~ ~z~p0 ~~~°H ~ ~ H o ~ ` ii:-~~ / x 4' MIN. cry 1- o ~ H o r n=wz ::f :'r, ~oHQ n=~z ~~~o~ . ~ ~ ~ s~cTIO~ o ~ H ~ ~ A ~ F ~ ~ ~ ~ o ~ H `'r!~ ~ ~ ~ ~t ~ ~ ~y ~ J ` lai,. "`-I ~npf, ~ Z ~ r , w ° - ~ u-A:;~,I In: ~ ~~4r 5 ~ .;}N Gl ~ ~ ~ l ~ ~ ~ U STDEW~tLK SIDEWALK ° _ SEE NQTE S2 j ~ ' i SEE PJOTE 9. SEE NOTE 4 SEL f10TE 10 r 4`-O" {TYP} N . sEeTIO~ A-A ~o~ a - x / S ISOMETRIC VIE1N STOP LINE r't SIDEWALK ~ ~ sow ~ SIDEWALK SIDEWALI SIDEWALK m .a,;' ;sEE Y : 1 U t m P:1Y LIMEYS FDR CURB RAMP i.X'?A, tJ JG[K~I ~ ~ - ~ ~ Ia~ i ~I~i.:~1,'~ ~ ~ G7 NOTE 12 , ~ , „ _DEi ~,LK 7 ~ ~ SIDEWALK ~ - ` ~ ~ , ~ NOTE. A ~ J, cz aN~ ~h ~~,v,l~a Lt. W r ~s 4-O (TYI O 1' AY s_oL Irn auJHN. C} H SEE t'~ f '0 ~ NDiIS ~ {,D 'Q Uj INOTE 3 n O (j} 1. f~_'EC'AELE '7lhPP~I"1B e( 6'~e3 l;I~_ CuPER z'-0" LENpTN AND FULL WIDTH CF T ~E ~ ~ ~J ~ STOP LINE JJ 'tD v SEE NOTE SEE NOTE 4 _j;' z F- SEE NOTE 10 ~ I f-+ ~ (!a 2 i„sl I rn ~n ~I a INi,~. H C3' (!3 L I l _ ~ rn cn m ~ ~ I~ - PiF ~fil, [,)Id~I~ u ~ IIrnRFT VISIBILITY WITH ADJOINING ~JaFr„I, -ITHER LIGHT-ON-DARK, ~ a ~ ~ C.3 ~ {.~3 L~hL-uN-L16117 oU,JcVi,~ tJ.~EP~IIIG THE ENTIRE RAMP. t~-~ SEE NO I: ~ ~ c_ .TO. 848.41) ~ Q. ~ ~ Cy C m z 1- _4' ~ 4' I ~ ~ ~ C p SIDEVdALK CaL d C7 _ C> ~J wr 1 LANDING ~ Q Q ~ A ~ C ~ ~ r-.~:d~6u1,1M AREA IS VARIABLE ~ - ' ! ~ _ ~ C ~ C! d ~ d a] ~ " - ,iar~~ii ~ m 7I7 A p,1 I- ;s_E s-~, ;lae.u1 ~ H rz m ~7 dC ~ tY5 . W A W+A+9" X B 1 Q m ~ ~ ~ ~ ~ A O ~ o fl o o I~L;;~LK f- DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS D ~ ~ ~ ~ ~ ~ 5` O.O` 5.8' 5.8` 5 A ~ U ~ ~ BA _F t-'v_TER a' D,D~ a.s' 6.B` 6.D'** ' ~ w ~ O PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSEC ~ ~ ```parr a urrrrrrr F CURB RAMPS R TEE INTERSECTIONS tC ~ ~ ~ 7' O.0' 7.8' 7.8` 6.5'** (J Q ~ ~ ~y I-- G7 ORS N CA R~< / ~ ~ ~ 1~ ~ ~ ~ .r. n B` O.O' B,8' 7.3' 6.5':* Z ~ TOP ~ i. _F NO LESS C ~ o THAN 5 TO N~~ "'1F 5' E.O` 7.8' 7,8` 5.0' CEL SFAGI ~ ° {f~ C H DETAIL SHOWING TYPICAL LOCATION OF CURB ~ ~ ~ ~ ` ~~oF ESS~%p 9~ RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES = p ~e ~ ~ ~ 0 0 0 ~ TFial, e. u,` ~ni ;,i ~,N H ~ iv v ~ ~ Q v 5' 2.5' 8.3' 8.1` 4.8' „R°~°" I;°I`3. 1 d' ~ C!} EL SEAL ' ~ 'G r~F 5' 3.D' B,8' B.3' 4.4' 3.E r~:~~ ~ J O -I G7 ~ Q ~ ~ ~ ~ 5' 3.6' 9.3' 8.4` 4.1' ~ ~ ~ -n Q = ~ _ ~ ~ 22613 ?7 lJ lJ \J ~.:J \:1 5' 4.O' 9.8' 8.6` 3.8' { W d- ~ 5` 4.5' 10.3' 8.7` 3.4' ~ F` :U 5' 5.0' 10.8' 8. B' 3.1' ~ W ~ ;~~y~~NG I NEF'e`~~ _ SSE 'iBT= 1 C ',''FS r~ s o r E~ ~~~~a, 4,9 TO 0.6i" ~ 1,6" TO B = X•(A+9"J 5EE NOTES 1.4 VIII 2.4` 2, 12 ~ 14 ROADWAY B =DISTANCE FROM FRONT EDGE OF SIDEWALK PLAN SYMBOL SEAL n...9,. v v v .o. TO BACK POINT OF 12:1 (8.330 SLOPE. PROPOSED CURB RAMP WJ LANDING ALLOWABLE-LOCATIONS 4"::' ° ~ 9":;.' * BACK OF SIDEWALK DROP REQUIRED FOR ALL CR 4' Q.: o . c . o,. a . 9,. a . SIDEWALK SLOPES. PLAN VIEW BACK OF SIDEWALK DROP REQUIRED FOA FOR PROPOSED SIDEWALK SLOPES 0.04. DUAL RAMPS CURB RAMP PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...........ANY SHEET 1 OF 3 DETECTABLE WARNING D(NVIES ANY RADII SHEET 1 OF 3 HEET 2 DF 3 {4' MIN. FLOOR WIDTH) SHE/E~~Tp2 OF 3 ~~0~ 848D05 848D05 848.05 ~'~'f' ~ ¦ 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 848D05, 2 OF 3 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL a ~ v z t~ ~ NOTES: a ~ Q ~ L 2$' MIN • ~ ~ SATISFACTORY TO DATE 06.13.2011 C~ Hd ~ ~ 1. CONSTRUCT THE RAMP SURFAOF TO BF STABLE, FIRM, SLIP RESISTANT AND MUST CONTRAST VISIBLY TO THE ADJACENT SURFACE. d rr ~ STRUCTURE 7~ O ~ F _ ~ ~ ANCHOR (1NIT 50:1 OR r ~ 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STAPdbARDS. H ~t3 ~ r ~ O PARALLEL TO 5G:1 OR FLATTER FLARE RATE ~ GUARORAZL ANCHOR I1NZT 3' 26' ~ ~ DES JMKD DRW NJD CHK JWJ ~~TYPE 35Q {54:1 TAPER}^ TAPER N ~ ~ ~ «PM/DM» CW/PV rn~ z-1 U--~a~~ mo s-f LANE 3r 2` - ~ ~ CL _ ~ BRANCH MANAGER ~ 3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE O ~ ~ _ ~ Z ~ - - - - ~ -~I = O D ~ m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL W d ~ U- _ _ ©j> h m ~ ~ _ _ SHUl1LDER LINE ~ Z CHIEF ENG ARCH m ~ ~ PROVIDE Cl1RB RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE ~ O ~t7t7 m z y S ~ ~ O PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. t- ~ ~ ~ U~~ O N N ~ ~*~t1 r Q ~ ~ H FIRE PROTECTION z~-I~r~ o'~ zH-or~ o ~ ~ ~ F- z z f7 = ~ ~ IN ADDITION, SECTION 228 OF TI-fE 1973 FEDERAL AID IiTGHWAY SAFETY AGT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTIQN ~ O ~ d C3~ ~ EDGE EDGE OF LANE O ~ ~ ~ Z ~ O ' ~ A AFTER JULY 1,1976 WHETHER A SIDEWALK TS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. z ,H ~ ~ ~ ~ D~ ~ 1~~ ~ N ~ g ~ ~ ~ H THE Ah9ERICANS WITH DISABILITIES ACT DADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS d ~ H V U VJ ~ O PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RAGE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL W C5 ~ O p STRUCTURE Z ~ z G1 RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. ~ z~° Z wiz O wQ~ ~ 4. PROVIDE CURB RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE CURB RAMPS ~EDOE OF LANE z w o z (n -EDGE OF LANE ~ Z j J AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. wQ Z PLACE DUAL RAMPS PERPENDICULAR TO THE TRAVEL LANE OR AS DIRECTED BY THE ENGINEER. Q w 5. DO NOT EXGEEQ 0.08 (12:1 SLOPE ON THE RAMP. N m 6. CONSik?UGT CURB fIAMPS A MTNIMUh9 OF 4' FOR SINGLE RAPrIkaS. ~ m - _ _ _ _ g t _ SH{~ULDER LINE _ v ~ W ~ z p z a~ O 7. PLACE A EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 84$.01. U- ~ ~ STRUCTURE C r ANCHOR UPJI T 50:1 CR FLAT o ~ Q ~ _ 50:1 t}R FLATTER ~6UARDRAIt_ ANCHOR UNIT 3' 26' Z• z ~ ~ Q LJJ tf~ 8. PLACE THE INSIDE PEDESTRTAhd CROSSWALK LINES N4 CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADTT ~ ~ ~ ~ PARALLEL TO FLARE RAT ~ LANE FLARE RATE ,TYPE 350 {50;~ TAPER} TAPLR ~ W ~ z U ~ ~ = WTTH ALLOWANCE OF A 4'' CLEAR ZOfIE IfJ THE VEHICULAR TRAVELWAY WHEN ONE RAfviP IS FNSTALLED. (SEE NOTE 14f H = L 1 L_! 2B' MIN. F-( ~ O ~ t'? (p Q GQ ~ tt) C 9. COORDINATE THE CURB CUT AfdD THE PE[}ESTRIAfd CfiOSSWALK LINES SO THE 4' X 4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL ~ 4. ~ Q W U~ Q ~ ~ ~ W z ~ ~ A WITHIN THE PEDESTRIAN CROSSWALK LINES. O x' ~ Z ~ N 2 ~ ? r ~ D ~ O 10. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET IN WIDTH. A CROSSI+VALK WIDTH OF 10 FEET OR GREATER TS DESIRABLE. ~ W a of ? J > GUARDRAIL INSTALLATION AT BRIDGE APPRt}ACHES ~ ~ Q ~ --I 3> ~ C ~ A FOR TWO-LANE, TWO-WAY TRAFFIIG Q ~ W O ~ o ~ ~ O 11. USE STOP LINES hdORMALLY PERPENDICULAR TC THE LANE LINES WHERE IT TS IMPORTANT TO INDICATE THE POINT BEHIND WHICH d 4 O o ~ ~ tEHICLES ARE REQUIRED TO STOP IN COMPL N WITH A ~C SIG T P S G' EG EO EMENT U S R ~ m ~ r *USt ELAHE RAZE AS 1Ht CONIHOL if- THE "X° uISTA ~ ~ a 1 IA GE TRAFFI NAL, S O I N OR OTHER L AL R UIR AN NU U L APPROACH ~ C O ~ x I5 sasFO ON sHOULNFR WIDTHS iN THE HIGHwA = THE "X' UZSTANCE IS NOT Ot~IAlNEO. r.Lr. AF*pR{lAGH EEN~,TH {FT.} "L1" TRAILING LENGTIi {FT.) Z "a IN THE HIGHWAY DESIGN BRANCH nF5'TGP! Q ~z J ~ ~ ~ SKEW MAY REQUIRE THE PLACEMENT OF THE STOP 1-INE TO BE PARALLEL TO THE INTERSECTING ROADWAY, ~ ~ ~ m MANUAL, PART I, i-aB, F1}. GtSL:;N Yk~H !~.UI GUftflE3T YEAR ADT DESF,V YE;~R AM' CU~LEM1- YE^.R nCT Q R SPEED OVER 1001_ 400 TINDER OVER Z 7001- 400- !UNDER ~ r~ V °c' ~ U? v ~ A ~ 12. TERfv1INATE PARKING A h1INIMUfv1 OF 20 FEET BACK OF PEDESTRIAN CROSSWALK., m ~ N" oTSrnrJCE FROM EoeL OF LANE TO FADE of sunRORnJ (MPH} 2000 2000 1000 400 2000 2000 tOUD ' 400 ~ FADE OF GUARDRAIt_ WHERE GUA.RDRAiI_ IS ~ z ~ H = 3 H PARALLEL 10 LANE. iU 362.5 `3b`'_S 450.0 287.5 187.5' i b` 175.v 75-0~ ~ ~ W O ~ 13. PLACE ALL PAVEh1ENT h1ARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC COIJTRDL DEVICES (MUTCD~ H [17 ~ SEE STD. 862.03 FOR STRUCTURE ANCHOR UNITS o PUBLISIJED BY TIJE FEDERAL IIIGIIW'AY ADMINISTRATION AND TIDE "IORTH CAROLINA SUPPLEMENT TO THE MUTCD. ~ Z VCHOR UNITS 6a soo.0 287.5 ~/ti.0 22h•Q 107.E ti' 100.0'1 ~~.o' r--t Q ~ fA J ~ '>IT tD ~ 'G 50 21 2 . 7' 21 2.:, 200.0 1 62.3' 87.5 .0' /b . 0~ 75.0` ~ ~ Q W NQ Z 40 1/3.U~ 150.0' 13/.b~ 112.5' 75.0 75.0 75.U~ 75.0' Z w ~ m 14. COf'JSTRUCT ALL RAMPS SURFACES TO COMPLY WITH SECTIONS 8301 AND R3O3.3.3 OF THE REVISED ADA GUIDELINES. w ~ W = J_ 0 15. CONSTRUCT ALL RAMPS AND SIDEWALKS WTTH A 2`~ MAXT64Utv1 CROSS SLOPE. ~c~~ ~ Z ° v ~ ~r ~r ¢r 4r ~r ~r ~r ¢r O Q Q O rO ? 16. PLACE ALL PEDESTRIAN PUSH EUTTON ACTUATORS AND CROSSING SIGNALS AS SHONJfJ IN THE PLANS OR AS SHO'~VN IN THE MUTCD. w J o ~ ~ Z U V ~ Q Q w of 17. CONSTRUCT ALL SIDC PEARLS FOR CURB RAMPS WITH SLOPES NO GREATER THAN 10:1. c ~ ~ z ~ 18. CURB RAMPS THRQUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RlW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. o_ aQ~ a w c °i si,LLJ s or s CONTACT THE CONTRACT STANDARDS ArdD DEVELOPMENT SEGTIOrJ FOR THE DETAILS OR FOR A SPECIAL DESIGN, sriLL 3 or s ~snLLJ 3 OF11 o ~ ° LENGTHS AND OFFSETS FOR PRO FQR PRt}POSED GUARDRAIL AT TWO LANE - ~1Nt} WAY LQCATIONS sHL~ lI 3 0l[~~ ~ scALE: N.T.S 848.05 848.05 8fi2.01 G - EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~oo NAVFAC DRAWING N0. ~~o~ ~~N~ ~ DWI NG 862.01 , 3 OF 11 1 259871 5 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET rj 1 OF 305 ~Q~~ N.T.S. TYPICAL CP514 ~°I~° 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o o ~ v c~ .Q TOTAL TaTAL a ~ ~ ~ O U, C ~ SHOULUER SHOULDER , i- Q SEE NOTE 'B' ROUTED ~ -WOOD ~ GUARDRAIL POST Q ~ ~ ~ z ~ WI DTH ~ ~ WIDTH ~ d ~ ~ ~ ~ ~ D(no0 , 2~=U ~U)o0 t ~ ~ a I OFFSET FLOCK ~ Q i6d COMMON NAIL ~ ~ 'Q ~ I WOOD OFFSET ~ a = O ~o~~Ui ~-~--r ~ JoH ~ ro~~N ,T ' S t \ ~ ~ t3t_OCK H ®O N EDGE OF EDGE OF a o ~ 2 H ~ y ~ - -r- I` ~ ~ 1 ~h t,LJ0.H~ C} C? ~ ~ 2 -1 LANE LANE ~ z O 2 -i u. ~ ~ O~ C7 W Q ~ O C) r m = D m ~ _ ~ =~zD f-U~00 =Ti~7~ ? o r ' w ~ ~ STEEL I W Q ~ L.L. ly ~ GUARDRAIL ~ ~ ~ U Q~ D ~ ~ o ,VARIABLE SLOPE Q ~ H ~ ~ ~ ~ _ ~ ~ POST a Q ~ H SFF PIOTF 'B' ~ ~ ~ SEC NOTC .R, ~ I~ ~ H 2 ~ Z ~ ~~v°-~ ~ ~ ~~~`-`i ~-z zw zH~rom ~ l ~ ~ sFFr~orF F OON U7~~oJ OOH r y F E- ~'~fLOJ n 2~ Z I I I ~ ~ O Q 0 2 2 2 'W6' STEEL POST 'K'ITH ' ~ ~ ~ - - '-NORMAL DITCN SLOPE ~ ~ ~ ~ A DOUBLE FACE GUARDRAIL HOUI ED d{={=SEi BLOCK -L POST WITH 8 WOOD POST WITH 'W' SCAM ~ `W' BEAM O O ~ ~ JFF sEi BLOCK WOOD OFFSET BLOCK GUARDRAIL GUAHD[3AlL Z {--1 D~ D D~ OH V ~-H ~M V PLAN ISOMETRIC VIEWS tO w~ z° ° FILL SECTION ~ °z ° CUT SECTION ~ U N w 0 1 2 " i 01 , " SEE NOTE IAr ~ "N"= DISTANCE FROM EDGE QF LANE TO FACE OF GUARDRAIL WHERE GUARDRAIL IS PARALLEL TO LANE. SEE NOTE `A` SEE NdTE `A' SEE NOTE IAr 61,E ~ ~ 5 1 ~ ~ , `Wr BEAM NOTE A 16d COMMON NAiL ` ' ' F Gl1ARURAiL f ~ ~ ii ~ - r i . ~ ~ ~ i yt - E, r WARRANT POINT m ~ ~ m SEE ; ,SEE SEE ~ ir- i`~~ ~ ~ ~ ~ ~ Z ~ G Z NOTE 'B' ~ ' ~ NOTE 'B' NOTE ' ~ 47 LENGTH OF NEED 2$'-0" MIN. ~ ~'i v a ~ r F D r C H PAY LIMITS GUARDRAIL ANCHOR UNIT TYPE 350 " 25' 0" C~ ~ ~ H _ H ~ SEE NOTE Igl C.7 b' ~ - I ~ W cn H~ °z m j Z 4--I Q 50:1 TAPER ~ LIB ~ GROUND LINE GROUND LINE s LINE GRdUND LINE'. ~ r1 GHOUNU LINE Q J ® L~ ~ ~ ~ Q U ~ ~ - } ~ N A SHOULDER LINE ~ ~ ~ o r „ H ~ ~ ~ 2 -O J ~ 1~ F ' C1 ~ ~ - _ : i qp O i~ ' ~ ~ ~ ~ pJ yv ~ GUARDRAIL POST ~ . ~ ~k r ~ M 3y,v d ~ ~ 111111111111 j/' n ~ ~ t ~ ~ ~ "„r ~ °FES$°~0° °9 1 EDGE OF LANE 2 OR 4 PAVED SHOULDER U1 r D , m~ c ~ 10 PAVED SHOULDER-~ _ ~ ~ ~i O ~O ~9 l CJ'} ~ _ SEAL ~ TRAFFIC H Q ~ ~ ~ ~ J ~ 22613 ° t J -I -n ~ ~ ~ -n o z ~o i' STEEL POST WITH Srr WOOD POST WITH . ~ °°°°°FN F,~° ~1 ~ Z ?'1 DOUBLE FACE GUARDRAIL STEEL POST WI ROUTED OFFSET BLd UTED OFFSET BLOCK WOOD OFFSET BLOCK. I.U Q ';~,y~FS I NE°° SIDE FRONT w. JET '/11119111111` SEAL NOTES: EAD SPLICE BOLT 1~14rr LONG {8 REQ. PER SPLICE JOINT}. DETAIL OF BEGINNING OF GUARDRAIL IN Cllr OR FILL SECTION A - ~`a" DIA. BUTTON HEAD SPLICE BOLT B - fig" DIA. BUTTON HEAD BOLT 7~"(9 EAD BOLT 7~rrlglr LONG WITH NUT FOR BOLTING 6r1I$rr ROUTED OFFSET BLOCK TO STEEL POSTS OR 5lg" DIA. BUTTON HEAD BOLT 16" LO EAD BOLT 1Sre LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS {1 REQ. PER LOCATION} C -FIELD PUNCHING OF HOLES INTO GUA SHEET 5 DF11 SHEET 5 OF11 SHEET 3 OF 7 HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER. TYPICAL GUAR 8fi2.01 8fi2.01 $fi2.02 ~IGAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES SHEET 3 OF ? A=COM . 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STAN DARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 862.02, 3 OF 7 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ it z v 8 z li nt®y. tt y ud ~ -I 1 f- ~ -I 23,8 ~r O!g" THICK END PLATE ~ H SATISFACTORY TO DATE 06.13.2011 rt' Z ~ ~L ~ ~ t-r " ~ - i i WZTH liis" DIA. HOLE h ~ CENTERED IN PLATE. ~ ~ ~ DES JMKD DRw NJD cl~f< JWJ 1-I ~ 4 ~ H ~ . H :la i', I ~ I END PLATE TO BE WELDED ~ aC ~ c.~ «PM/DM» CW/PV rCfm-1~ ~a" DIA ~ yi, ~t, Sri IL~~N ro-n,~tn ~ ~ z H ~ _)y CENTERED--~----- ~ n O O ~ _ H Z ~ _ ~ - - - I ~ I m I - TO ANCHOR PLATE . ~ BRANCH MANAGER i io OC~~= ~;y ~ ON G'" STDE ~ ~ ~ ~ ~ -p""I ~ EUQQLL =~D m E---- - I 1 (1J ~ Z ~ CHIEF ENG/ARCH ~1 A ~ ~ ~ ~ 4 ~ r-i G7 ~ Q ~ 3 i ~ 1 Q ~ ~ ~ FIRE PROTECTION H ZI-{~~~ ~ ri ~ L 131fi DTA. ~ ~-~~,G~ ZH~~~'i I i r1 ~~,~11 - E-_~~~, o ~ z a a J z B • ~ ~ H tr x n tr , ~8 DIA, os HOLES ~ ~ - ~ ~ ~ ~ Si7 ~ H ~-}Z~Z B B ~ ~ 8 ~ ~ io ~p~Q C')~~Z ~ r---~ `t ~ ~ BREAKAWAY TERIi~INAL ERMINAL ~ ~ o _ ~ ~ Z ~ z ~y3> rr z H ~yA c y YJ ~L'.r~i rr j Y A ri ri'' f 11~'r ~ ~ ~ ~ V POST SLEEVE :EVE z . ~ ~ g ~ o o ~ ` T ~ - _ ~ ~--i v ~ ~ U ~/4 Cf) H ' ~ ~ ~ DIA. 1 I N _ ~ ~8rr DIA. n $ Q. ~ ~ H ~ O - ~ t%g ~ W~ ~ O Z ~ HOLES p Z „ 01 ~ ; G1 1 B!4 } ~ e~ ca c> o ~ • LU ~ z ° Z u ~ ~ z ~ ~ ~ , I L PLATE py;~ - HEX NUT r+ w V z ~ O ~ ' ~ r- a ~1 y ~j''~ _ THICtC PLATE i~ y t'~iI o r r~$rr HEX HEAD BOLT WITH WASHER UNDER ~ ~ w O Z ~~.1 ~ WOOD OFFSET BLOCK ~ _ I - NUT REQUIRED PER ASSEMBLY} w ~ J Z , ~ ~ (FOR WdOD POSTS} ti ~ ,r 2r-drr X~ ~ 1 h ANCHOR PLATE ASSEMBLY Z ~ ~ W SOIL PLATE J t I LLJ 1 U W ~ ` / V 1 ~ m ° t~ ~ ~ ~ ~ ~ ~ m , ilg" THICK MASHER Q ~ ¢ w 'X` ~K wasHER 1 " DIA. THREADED ROD tC ~ O7 J J C~ ~ ~ ~ I " ~C C~ J ~ V7 ~ ~ ~ _ _ _ ~ ; ri ~3.ri N A ~ DETAIL OF STANDARD WASHI DARD WASHER ~ ~ ~1~ 11 ~i/1~rr ~ N Q a o ~ W ~ r z~° a Q w ~ ti ~ SLOT ~ - ~ 1~~ ~ ~is DIA. ~ H NOLES C'3 F ~ ~ ~ STANDARD WASHER: TYPICAL USE UNDEH NUT WITH ~ ~ z U Q UNUEF{ (>~UI, WITH WOOD POST } Z ~ ry ~ v DIA, n+ ~:~ri ~ i rt - O" H J ~ 2~$ ~ ~ to ~ Q .1 A cn H ~ I /l' ~ ~ IA. ~ tt Q M ~ ~ tr DIA. (6x19) GALV, ,ABLE ~ Q ~ > z o, ~ ~ p ~ ~ p VAR. ~~~tr ~ i ~ rt ~ TO BE SWAGED CONNECTED ~ F z W ~ ~ j 1 ~3, 'r.r t; it 2 ' ii ~ p ~ m ~ C3 i ~ ~ j ~ I I < ~ ~ - - - d" m tC Z H A ~ SWAGED CABLE c°r Z ~ J Q a ~ Z~ V'. - ~ ~ tCFF Z~ ~ o ~ t~s I ~ 1'm~ ~ _ _ ~ H w ~ ~ '1 -1 o r n a STEEL TUBE ~ , ,34, d o J z ~ ~ ~ ~ Ts s"xa xn. i ass'` ~ C'3 > D ~ Q r D DETAIL OF STANDARD HEX BOLT ~ SEX BOLT AND NUT ~ ~3w ~ ~ Q Z ~ U ° ~ TANDARD SHORT WOOD ~ o z Brr r 1 f ~ ~ BREAKAWAY POST ~i ~i H v~R. ~ ~ LINE POST ~ M > ~ M o r~----~ a I~'' f ~ 'n L7 '~1 5;arr ~o ~ O© ~ ~ ~ ' ~ ~f ~5 1~ ~ = Z W NQ R ~ ~ q Z _ N o ~ Z ~ Z ~ , r n` ~ W w ~ I soj ~ r~ ~ - 1~'~g j r - - O 1 ° 1~r" DrA. STDE FRONT ~ ° SroE ~7~" THICK GALV.'~ 3411 DIA. HOLES ~ ~ Z OU ~o q Z ~ BEARING PLATE a o ROUTED WOOD f, t STEEL PLATE V ~~?ra ~'~A• ANCHOR PLATE ~ Q ~ L,J ~'g THICK PLATE OFFSET BLOCK WG STEEL POST ' _ _ DETAIL OF BUTTON HEAD BOLT A or;EP t?~e~~~s ~ ~ ° z o AD BOLT AND NUT CABLE ASSEMBLY o Z o SHLLI 4 01 7 ~SHLLI 401 7 Slf~~l 5 DF 7 sHLL I 5 01 ~ scAl_E: N.T.S ° SYSTEM PARTS SYSTEM PARTS $f 2 • {}2 862.02 8fi2.02 $fi2.02 G EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o°~ DOT ROADWAY STAN DARD N40085-10-D-5313 ~~~o NAVFAC DRAWING N0. ~~o~ ~~NO s DWI NG 862.02, 5 OF 7 1 259871 6 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 52 of 305 ~Q~~ N.T.S. TYPICAL `T CP515 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o Q ~ D m O © m TOP OF FILL O -p a-J ~ H 'f7 TOP OF FILL TOP OF FILL C3 ~ f-Q H Q ~ y~0~ 2oC=U 2>HQ~p O ~ ~ U3 ~ J O ~ r 0'Ij ~ GROUND LINE ~ H GROUh GROUND LINE H GROUND LINE H W J~ H~ rn z x -i o = z m z x -I C,~Q~= ~O~Om W QQ W z ZOpOC[i xr~rn~ur_ou -urn+rr_ra~rri- ur_rr~ya ~zD ar ° f-U~00 TJ~~ nr ur - =(lrt(!= rli .=!(1~1ii^=11J~ ^Iil.~tr!^ttl~t/t~ 117 1 - _ ,~y+ w - r.r 7 - - - fir J1 s'At~ttl~,t ~ _I ~r r+t~t71~ W „nt' (O W o 11 _ Q ~ H-+ {1} O rn nr ~ x ~ O -11 GUARDRAIL END SHOE - _ ~ i ~ . ~ E- x z W Z x ~ O ~ nr COMPACT AFTER D COMPACT AFTER rta ?x ~ COMPACT AFTER H _ _ 2 H r ~ ° H r - . - ~ PIPE IS PLACED G? O H 4 ~ ~ 4" SEE STD. 662.02 r ~ n ~ ~ LL ~ J O O J..J iu & PRIOR TO PIPE IS PLACED - - - - ut + - _ ' ! PIPE IS PLACED J & PRIOR TO ix _ ~ LL ~ r!1 & PRIOR TO n _ ~ ~ j ~ O O ~ Q n x ~ ~ _ PLACEMENT 4F FDA ~ H~ 2~~' ",y: u FILL PLACEMENT 4F - TYPE IV ~ PLACEMENT OF ~'Q FILL i~ ~rrt ENGINEERING _ - FILL ~ FABRIC H ~ I D.JB MIN. ~rr! ~ zo O C ~L GUARDRAIL A ~ ~ , wo O LD.18 MIN. I.D. (B MIN. _ NOT LE~S ~ EARTH ~ O a I.D. j6 MIN. = +-°lrr=rlr°(rttrt rxrlr~rrr~ THAN 6 (jt_-:,,-;~r~rr; _;rr®lrr.® rrr~r(r~rt(~ ~ W ~ z ~ - ND BOL ~ p Z NOT LESS THAN B r n ` ~ O.D. + 3 NOT LESS THAN 6 ,N - - i NOT LESS THAN 6'" ~ i,~`r PER FOOT QF `H` ~ ~ BU~"TG NOT LESS THAN 12" ROOK O•D• + a` NOR MORE THAN 24" O, p, + 3' ° r_ o N RMAL EARTH F UNDATI N r ~ C! ~I ROCK FOUNDATION AS DIRECTED BY ENGR. ~ /g BOLTS WITH - ~ ROUND WASHERS FOR PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION N 1 rr ~ 1/~ DIR. HOLES ATTACHING GUARDRAIL ' 4 ~ ToP aF FILL TOP OF FILL TOP OF FILL FOR ~Brr BOLTS (TYP.) 7~ - { END SHOE TO BARRIER. ~ ' "3' ~ ~ J ~ ~ m a ° ~---S[E DETAIL B FOR cr a 1- ~ N ~ y . I~ ° i~q," HOLD-DOWN PLATE ~ ~ Z m ~ H O r MIN. O.D. H MIN. O.D. MIN. O.D. H MIN. O.D. Q '*ya _ - _ ~ li J Q7 r j ~ Q ~ ~ ~ O MIN. O.D. MIN. O.D. ~ H 1~" HOLD-DOWN PLATE-~ ~ 1 c~ ~ I ~ r M ~ 1 ~ DIR. HOLE (TYP. } ~ ~ ~ H ~y,, x L..J Q Q „ (f) GROUND LI J GROUND LINE GROUND LINE ~ t~ ~ ~ ~ 3 ~ x GROUND LINE ~r ~ ~ to Q ~ U r - ~ cr z ~ m v - . ' FABRICERING_ _ - -`~j ~ ~ _ =1! _ it=-rte r tf ~rf!-^1!r tl! - =•1' ~ ~ 11 tit °^tti=llt~ ~ H ' m ~ PART SECTION o ~ ¢ m _rr, - ~ 4 BOLT HOLD OO1NN PLATE ~x N ~ - -rr- - ~°._,rPn~=rrrc ~ _,t - m _ _ COMPACT AFTER = y ~ 1~ d» -PIPE IS PLACED .lrt T 8 PRIOH TO ~ ~ ~ OF BARRIER OR RAIL o ~ c~ 'H ~ ~ _ _ _rrr_r>t_r ! C~ CO H COMPACT AFTER -~I.D.IB MIN. I6 MIN. PLACEMENT OF - -I 09 t[ 'u i m r PIPE IS PLACED NOT LESS THAN S" O ° THRU END SHOE SECTION ANC) O ~ m m ~ PRIOR TO _ESS THAN B" rlr~rr!_ In =rrr~rr r = rn=ru=ru FILL ~ ltr _ _ r: ~ _ ~ ~ H ~ ~ I.D.J$ MIN. _~AS DIRECTED ~ H =TI p ~ ~ "T7 ~ ~ FILLEMENT pF O.D. + 2• L D.(S MIN. - ~ ~ ~ C30LT HOLCI C)OWN PLATE G1 H Z NOT LESS THAN NOT LESS KHAN B" Q.D.+ 2' NOT LESS THAN B"" MIN. O.D. MIN. O.D. BY ENGINEER W ~ W `~`~~~N~CARp<~''~,~ c~ D H z ~ D PER FOOT OF 'H` Gl pR / BUT NOT LESS THA~ 12" ^F ESS°%0° ~9 z ~ ~ ~ 'm H NORMAL EARTH FOUNDATION C ~ ~ o~,,Z xMr. 7az ROCK FOUNDATION NOR MORE THAN 24 U- ~ N°°, ~ ~ ~ H ~ r ~ PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION ~ ~ aQe- v~°o H SEAL a~ ~ ~ ~ ~ ~ ~ ~ ~ GENERAL NOTES: J - 22613 C'3 ° = r~ _ - J-'J A ~ NOTES FOR 4 BOLT HOLD QOWN PLATE Z ~ ~ I.D. -THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Z "ION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. W = °°°°F/~ F,~'~ -1 W C? O M M 1 7 Z W ,u O.D. =THE MAxIMUN HORIZONTAL QUTSIDE DIAMETER DIMENSION. ISION. - - - - - - SPRINGLIKE OF PIPE ~ FOR GUARDRAIL ANCHOR ASSEMBLY USE HOLD DOWN PLATE AND 4 - /8" DIR. BOLTS WITH NUTS AND WASHERS. z - H -THE FILL HEIGHT MEASURED VERTICALLY AT ANY PAINT FS s o r E~ ~ ```a,` LINT SELECT BACKFILL MATERIAL CLASS III OR GLASS II, TYPE 1 USE HOLD-DOWN PLATE THAT CONFORMS TO AASHTO M270 GRADE 36. AFTER FABRICATION, HOT-DIP GALVANIZE THE HOLD-DOWN PLATE ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP IE TOP ABOVE AND BELOW SPRINGLIKE. SEAL IN ACCORDANCE WITH AASHTO M111 . OF THE EMBANKMENT AT THAT POINT. APPROVED SUITABLE LOCAL MATERIAL. AFTER INSTALLATION BURR THE EXPOSED THREAD OF THE BOLT WITH A SHARP POINTED TOOL. FORM OR DRILL THE 11l" DIR. HOLES ' TAKE CARE Tp FULLY COMPACT HAUNCH zoNE OF PIPE BAGKFILL. : 4 0 OF PIPE BACKFILL. urr"~"""""""""r1.j"""®." ~-u UNDISTURBED EARTH MATERIAL WITH A CORE BIT. IMPACT TOOLS WILL NOT BE PERMITTED. REPAIR ANY CONCRETE DAMAGED BY THIS WORK TO THE SATISFACTION OF THE ENGINEER. LopsELY PLACED sELECr MnTERIAL GLASS III pR cLASS II, T1 II OR CLASS II, TYPE 1 SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE rr FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SHEET 1 OF 1 SHEET 1 OF 1 (SHEET 1 OF 3 uNroMPACTED As PIPE SEATING AND BAGKFILL WILL LY BENEATH PIPE 'WITH ENGINEERINGa FABRIC AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 ~ LL WILL ~~0~ QL"/1 ~ oA QL~/1. ~~©DO~ ACCOMPLISH COMPACTION. 3tJODQ1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 300D01, 1 OF 3 A/E INFO SCALE: N.T,S. TYPICAL SCALE: N,T.S, N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL m TOP OF FILL TOP OF FILL TOP OF FILL O m FLEXIBLE PIPE Q ~ v.~ H~ v.~ ~ Q SATISFACTORY TO DATE 06.13.2011 F-Q x H Z Q~~ ~ H z Rpund Corrugated Steel Pipg Pl~P R n Qrru Ste Al minufll Plpe Q ~ ~ DES JMKD DRW NJD CHK JWJ H O Ox _ _ ~ ~ ~ x U D Jai 0 ~ 2 2l3 x ~ corrugation r O 'III (n GROUND LINE H GROUND LINE _ H - GROUND LINE H H O C) r 'Tl U! n 2 213 x ?~2 corrugation H a ~ U «PM/DM» CW~PV mz x~ _ _ _ ~-~o_~z mz =-I H ~ D O ~ rn x H ~ x+ Diameter Minimum Cover Maximum Height of Cav Height Of Gaver ('feet) Diameter Minimum CQVer Maximum Height Qf CQVer ('feet) ~ ~ ~ _ ~ BRANCH MANAGER 00 f~~ - = ~ _ _ _ W z~ 00 cam inches inches (Ga) 16 14 12 x ~ ~ m ar ~ ,rrr e,~ a iir~ - - - - - - ~ n r~ tt+ ~tu~ urn rr - - = nt~, stgut~rt t~ ra _ qt_ arm _-rrr_ +~~7rr,>a r~ Q Q 2 x -n ~ ~ m - - - 14 12 10 ~ inches inches (Ga} 16 14 12 10 ~ W Q ~ ~ w CHIEF ENG/ARCH z x - ~ - ~ ~ a o O z x 12 12 204 256 w x ~ O O ru COMPACT AFTER _ _ _ - ~ COMPACT AFTER ~ Y x ~ O O 15 12 162 204 256 12 12 12".3 155 218 281 ".34'4 ~ ~ ~ Q FIRE PROTECTION ~ H ~ f ~ ' - - - PIPE IS PUACEp - - - - - ~ NIPE IS PLAGEp ~ 2 Z W ~ I-I ~ f O L _ - -t, {n h O J p 18 12 135 189 299 204 15 12 98 123 174 224 275 I- H 189 239 18 12 81 102 144 187 228 C~t~ F- LL O J °z ~ ¢ Q ,O W, H nr t..k ~u 8 PRIOR TO ~ _ ~ r x PRipR TO ~ W H G? H x ~ ~ PLACEMENT OF - TYPE IV ~ ~ PLACEMENT OF O Q O Z ~ Z 21 12 116 145 204 - , . , 145 204 21 12 69 87 123 160 195 0 C7 ~eZ Q Z o Z ~ ~ 3a ,y.; , u FILL ENGINEERING - FILL Q H ~ ~ ~ A 24 12 100 126 178 D D • FAeRIG D ~ 5 r , x ~ t ~ y - E- ~ 30 12 78 100 142 x x ' LD. S NIN. r~ , x a x 126 178 24 12 60 76 108 139 171 ~ H ~ o J ~ O 100 142 27 12 67 95 123 151 ~ H ~ 0 = Q ' ^ - . ~ ~ , . - ~ ~ H , xa;, X NOT LE~s r'~ Q. H ~ ~ 36 12 65 83 117 1 O O L D,)B MIN. r LD.1B MIN. rh .etr r ~ ,t+ a -r~„ THAN 6 FARTH LL! 0 Q 83 117 152 30 12 60 85 111 136 CI- ~ ~ - ~ U v J ~ NQT LESS THAN 8 r rr ~ - - i { rrr rrr- rt rN _ _ i O .D. + g T LE T 1"~ PER FOOT pF H Q 42 12 55 70 100 1 70 100 130 160 36 12 5O 71 92 113 ' 0 ~ ~ °z = z 81 87 113 139 42 12 6O 78 96 p ~ ~ $ t BUT NOT LESS rHt~ 12° ~ 48 12 48 61 87 1 ROCK O.D. + 3 NDR MORE THAN. 24 Q,D. + 3' S4 12 54 77 1 54 77 100 123 48 12 52 68 84 z Q w ~ O NORMAL EARTH FOUNDATION ROCK FOUNDATION AB DIRECTED RY ENGR. 60 12 69 69 90 111 54 12 46 50 74 ~ ~ w O ' ^ Z VJ UNSUITABLE MATERIAL FOUNDATION 66 12 PIPE IN TRENCH 72 12 81 100 60 12 50 62 w ~ J 74 91 88 12 51 Q ~ LL-i z TOP OF FILL TQF pF FILL TOP QF FILL 7$ 12 ~ I 84 12 69 72 12 41 ~ Z ~ ~ W J t L~J ~ m o m -I N -1 p ~ ~ ~ cn FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO M ~ ~ m J _J = rn H~ H ~ H = m ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. ~ ~ ~ Q a ~ w Q O z H ©4 O z v~ - v~ LI_ J z~° Q 0 W r r H ~u J TI H REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS ~ ~ W ~ z U ~ Q ((1 GROUND LINE GROUND LINE Z 4' H ~ x MIN. p.D. MIN. O.D NIN. O.D. MTV, O,D. TYPE IV MTV. O,D. MIN, Q.D. i„J ~ r ~ x CSP - AASHTO M36 H ~ J ~ ~ Q ~ GROUND LINE - ENGINEERING - ~ ~ I r 7J D - - - - - - Y'"' .r -FABRIC s ~r Q ~ W I7 HOPE ~ * (Minimum fill) 2' for pipe diameters 12" CRAP - AASHTO M196 ~ ~ ~ iameters 12" and 60" HDPE - AASHTO M294 ~ ~ Z ~ - - ~ H ~ m -e~_Rcnl=r rr~rrr=ur_u,~ _rrr x_ru=t rr_ar=ur+u~ ~ 11 ~I 2 ~ m * r rr ,n _ _ _ _ it , - COMPACT AFTER ~ , - m N iMaximum fill) 20 for pipe diameters S 24 ~ -I =,u;:u,°r -r_rrr~ rrr~rrrr~~ur ~ r:>~;". ' _ ,'t~; ' = CE F~1 -I r n iameters ~ 24" ~ F- -PIPE IS FLAGED ~ 17 for I. a dLameters ~ 30 ~ H ja - rrr n: p, ' H y p~p 0 ~ _ & PRIOR Tp = ? H I.D.f3 MIN. PLA EVENT F J O H iameters ~ 30" and 5 60" PVC - ASTM F949 Or AASHTO M304 ~ M z W ~ ~ J Q ~ m ~ G Q ~ m ~ r NOT LESS THAN S' trt_,tr=e+=ur?r,r= rrr=ru=trr FILL ur,rrr-cr =ru,u+= urge-,;r E"J O I x r PUG - * (Minlmum f111) 2' fOr pipe dlameterS 12" iameters 12" and 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING ~ ~ ~ W O ~ o ~ ~ - - I.D. I6 MIN. _ - AS DIRECTED Q a H ~ * (Maximum fill) 30' fpr pipe diameters > 12" ~ H ~ O COMPACT AFTER O.D. + 2 I.D.lS MIN. iameters ? 12" and 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS M W Z_ J ~7 31 NOT LESB THAN O,D,+ 2' NOT LESS THAN S VIN. p.D. MIN. O.D. BY ENGINEER W ~ H ~ ~ ~ ~ m ~ ~ 6IPRIOR TO CED ~1n PER FOOT OF 'H' Q ~ CC }i ~ A ~ ~ ~ PLACEMENT OF BUT NOT LESS TRAM 12" py ~ ~ * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE ~ H FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NoR MARE THAN 2a UNSUITABLE MATERIAL FOUNDATION x ' r -I H TO THE BOTTOM OF THE PAVEMENT STRUCTURE IE PIPE 1` MINIMUM DOVER FOR ALL SIDE DRAIN PIPE O ~ IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ~ o ~ z N U ° Z PIPE ABOVE GROUNC} ~ ~ Z a r~ H ItA r~ W ~ ~ ~1 pENERAL NOTES: (O Q ~ ~ ~1 RIGID PIPE ~ o " Q W N J ~ ~ O _ DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Z ~ ~ O RGP - * (Minimum fill) 1' for Class IU & GLASS V ~ ~ ~ I.D. -THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. W = ~ ~ , V & CLASS V W ~ w_ ~ m ~ N - ~ FI 2 for Class III & Class II II & C1aSS II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS ~ J ~ ~ Q.D. THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - - SPRINGLINE QF PIPE ~ Q o * (Maximum fill) 10' -Class II pipe W ~Q~ pipe RCP - AASHTO M170 o O O ^ O ~ H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELEGT BAGKFILL MATERIAL GLASS III OR GLASS II, Z r U L THE I E F THE T F THE I E T THE T ® BELOW SPRINGLINE. 20 - Class III pipe I Ripe ~ ~ ~ Z U ~ Z A ONG P P RON OP 0 P P 0 OP ~ OF THE EMBANKMENT AT THAT POINT. 30 Glass IV pips ~ ® APPRpVEp SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. 40' - C1aSS V plpe pine w J o ~ ®TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF RIFE BAGKFILL. rrr=i~rgrr~x r DIS URB r ~ pipe ~ Q ~ w Z ~ 0 uN r ED EARTH MATERIAL ~ (For fills > 40 8 < 80 use LRFD Direct Design Meth NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING Q :t Design Method} w Q AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS wo z o ~ O LQOSELY PLACED SELECT MATERIAL CLASS III OR GLASS II, TYPE 1 ~ ~ O FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELEGT MATERIAL CLASS V OR VI FDR FOUNDATION CONDITIpNING. ENCAPSULATE IE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3 scALE: N.T.S SHEET 2 OF 3 UNGOMPACTED AS PIPE SEATING AND BAGKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3 (SHEET 3 OF 3 * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE O IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS a7~V ~ EPROJECT No.: 796542 3ao~a1 ACCOMPLISH COMPACTION. 3flOBO1 3©001 TO THE BOTTOM OF THE PAVEMENT STRUCTURE ~ ~7 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~~o NAVFAC DRAWING N0. ~oNO ~ DWI NG 300D01, 3 OF 3 SHEET 53 59871 305 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~Q~~ N.T.S. TYPICAL A4 CP516 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o C7 ~ C7 ~ cr, ~'t# 2a'-fl" MIN. DRIVE PIPE Q'0 E-Q F--1 Qp ~ ~ vAR. VARIABLE FROM #2`-a" TO #6`-a" sVAF. VAR. F ~ ~ ~ N ~ Q ~ `yr- D~°~ WIUTH WIDTH ~'F~-t°7.3 r~~~v7 - w~~H r~~T~N I--I ~ (r} SLOPE AS 1NU i-CnTt!~ ON DEANS (y J O i„~ mz~sA C}OD'=z rnz~x-I PEACE GROOVE CSR 9" -.u- O O ~ ~ ` ~°D~m wQQw= =°DOm BEEE END OF PIPE / ~ Z TO FADE OF WALE f f~_______~ W O Q~ D x~°~ VAR. SLOPE VAH. SLOPE- I-2~zH =Cn°O ~ TI W ~ ~ 'E'i d ~ H J f~ c~n~~o~ S ~Z~z ~PHOPCSE6 PIPE C~Z~~ I ~ I l~ O u~ s ~ t ~ 1; z H tG ~~A OI S ]F fJ AMF F Z H~ ~~A I v ~ dRIVEVIAY TYPICAL. SECTIpN } ~ I, ~ ~ H ' D D ~ " - _ ; , ~ PIPE `t #4-BARS ti ~ ~ N ~ CS k, ~ -BLEND INTERSECTING ~ o PROPOSED ti, ~ ~ SLOPES I ~~r DRIVE i ~ BLEND INTERSECTING ` ~ SLOPES - ~ I I '1 ~ 1 1 PLAN ~ 12`t~ c}n 1 I ~ ~ sHouLO~R ~ ~ ~ , i~ , ~ ~ ~ PUINT ~ I ~ I ' J ff,, SHOULDER Fem. ~ ~ ~ I ) , l' , ~ ~'ti, ! POINT - I~J r r I ~I ~f ~ 1 g FOOTING II. ~ 1 / 1~ 1~ i l 1 ' r i`, t I ~ Q (jP coNST. JOINT IS USEO~ DOWEL 1,1,1 c~ ~ 1~ I ~~i1 r,r~ I~ .ti ' ~ Q~ ~~Z G N G to H ~ , ~ 1 , ~ ~ , ~ , cc z ~ Z ~ END ELEVATION BAR_ rrXrr ~ ~ ~ ~ ~ z ~,A 1~ I J 1 / I i ~ ~ o C~ z Go ,~~lii~l 1, 1r ~ \ ho .o o I ~ m ~ , I ~ ~ ~ o r ~ ~I I 'i ~1- m~' ~ ~J/ ~ ~ I ~I~ ~C7 ~ ~ I ~ r X X ~ r1 t„) x : ~~IllcYi~ C'3 ~ Z ~ ~ „1 ~ i ~ ` BLEND INTCRSECTING I ~ ~ W C~ ~ x ~ , I ~ I / ~ - ~ 1--t ~ x DDWEES ZN EHDWAEL WITH REIPIF4RCED C4NGRETE PIPE z ...1 a o ~f i ! SLOPES ~ ~ C. ~ I ~ I to ~ ~ N ~ PIPE SINGLE Pl~'E DOUBLE PIPE ~ ~ ~ Q~j ~ 9 ~ o rn ~ ~ ~ ~ ~ ~ _ _ c~ z ~ r I I I l , I I I , I I I ( LOC. DIA. i5" ir3" 2$" +${S`r 36r` 4Zx $S" 15" 1£l" 24" 30" $(j `t $2" ~ W _ r m H ~ ,n PROP, PIPE ~ W ~ ~ p Z ~ ( ~ V~~, BARS "X" rr~rr ~ rt~ru rt~rr rr~~~ ~ rt~.r~ Y* tr~rt Y* rr~.rr rrxr~ ~iX„ ~~~u rt~rt rr~rr Y* tt~rtr Y* ~ ' G QTY . 2 2 S 3 4 4 5 2 2 3 3 $ 4 S p J ~ . ~ m ~ ~~F NOTE # . ~ ~ ~ A - - rt _ - M 0 T Y. - - - - - - ~ - 2 1 1 2 ~ 2 2 ~ 3 2 ~ H Q x f u r l x H N x r o ~ - , , ~ I SEE NarE # . o L~ ~ r o G flT'( ~ 2 2' 3 3 $ $ S 2 2 3 3 $ $ 5 d. CL ~ - ~ j / VARIABLE ~ ~ U m ~ r L DaWEL IUiAE LE3$. $ 9 1$ 1$ 19 ',55 6~ 12 12 19 19 23 77 92 ,Q ~ I.1.1 ~ .~`~~~~`rrCARrrr~rr~~ Z~~ ~ -VARIABLE SLOPE d H W m p p ~ ~ VARIABLE SLOPE ~ ~ ~ 4' ~ ~ 'EI ~ ~ ~ ~ a DPTIDNAL CONSTRUCTION JOINT _ ~ 111 ~OR~ E S 5 O< /~9 ° SLOPE ~ rte' N~F-1 >f x~'O p ~;~H ~ ~ e ~pF ~y9 a° DSMENSZONS AND CONCRETE AUANTITIES = ~ ~ ~ Q m ~ ISpf~ETLtIC pf-ENd PIPE_TREATMENT ~ Q ~ a r z USING C:OfJCRE I E P-PE ~ ~ ~ _ = SEAL = H - 22613 - ~i ~ USE AT LOCATIONS AS DIRECTED BY THE ENGINEER ~ ~ ~C o ELEVATION H Cy PLAN ~ W o Cts m N COMMON D.fMFNS.I.ONS SINGLE PIPE DOUBLE PIPE J ~~r w ~ - ~ N ~ ~ DITCH PROPOSED DRIVEWAY ~ ~ m ~ ~ ~ D ~ B....... G T j S E YD3 M _L .YD3..... ii. ~ ~ a ~ ~ GENERAL NOTES: I FINISH GRADE W ~ ~ ~ ~ o _ oc N ~ i~st`.~r-,`~`r it"$rr .~r"~rt 'aL1.~4er I ~~tt ~r-~. {}.1< `Z`-~" ~`-fir`; 1.0 ~ ~ r1~` ~~~~-9~°~~,~'II~IE~~~~~~~~ z ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER , ENGINEERING JUDGEMENT NUST BE USED iN DETERMINING DRIVEWAY N ~ m 1St` 3r-7`r 1`-1O" S`-2" 21~rr iDrr 6"-4" 1.O 2+-7t` $'-11rri 1.3 Q ~ rr r W JE ~ C ' ~ r rrrraoirrr~ ~ LOCATIONS, WIDTHS, AND PIPE LENGTHS. PROP. PIPE ~ S~qQ~ 2$" $`-2" 2'-1" $`-D" Srr 1O" 8'-CS 1.5 3t-5" 11`-5`ri 2.O SCOFF ¢w ~Pg. FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES, ~ ~ > _ r 5`-O° 2r_$er $t_7rt n i 11 rr gt_.~i~ 2. 3 $`-.3r` 13`-5r`; 3.1 SEAL 3f:`r ~r-~u ,fit-Btr 5r-6`r 4$/et i 111/2tr 11`-Qn~ 3.4 Fjr_{)r' 16r-(S `ti DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE flF PAVEMENT, I I PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING ' $2u ~r-r2rr 3'-i rr ~t_§tr ~-(~rr 11 ~/Zrr 1~'-$r` $.5 ~r-10" 18'-~tr; 6.O DRIVEWAY WIDTHS. 48" 6`-9" 3`-~`r 7'-2" 5~" 11~2r` 14`-4" 8.D $`-8" 21`-O"j $.0 SHEET 1 aF # NOTE: SHEET 1 aF # SHEET # OF 3 THESE AAEAS ARE T4 BE USED TO BLEND THE INTERSECTING SIflPES Ta THE PROPOSED DITCH. SECTIpN X-X *SEE SHEET 3 SHEET 1 C}F S ~ 31t~.10 31Q.10 838,01 ~~$-~1 A=COM 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 838.01, 1 OF 3 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL o z v ~m p Qm z 1-i ~ H'j H ~ H SATISFACTORY TO DATE 06.13.2011 r- ~Q ~r-t Z ~H z ~ DES JMKD DRW NJD cHK JWJ y,~oo z~=U pHoo GENERAL NOTES: r p ~ -~j ~ SLOPE AS INDICATED ON PLANS w ~ o N r m~j ~ H ~ ~ ~ «PM/DM» CW/PV mz x~ ~f o©axz mz x~ CHAMFER ALL CORNERS 1" OR I H -I $ Y ~ fn H -1 Y tL ~ BRANCH MANAGER RS 1 rr OR HAVE A RADIUS OF 1 rf . ~ ~ _ rr ~ 1 ~ i ~ z ~ ~ x~Dom 4 s W~C.y~-x x~Dpm rr rr z ~ - ~ o ~ o c~ z x PLACE 2 #fi Y BARS I N THE " xcnoo , Q F H xu~oo W Q ~ ~ CHIEF ENG/ARCH 'rRa7 IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS $2 rr ~ ~ oC ~ ~ FIRE PROTECTION z,~-o,--n ' ~ ow z,~-o,--n AND OVER WITH A MINIMUM OF . n, ~oH iv 1 ~Et.NJ ~o~H IINIMUM OF Srr COVER AND A LENGTH OF S?r LESS THAN ~ ~ z a ox z ~ c.S. h~ oo~Q cox z ENDWALL LENGTH. ~°c~n`~ ~ Z ° z • `S~y + i SL E 1 PIPE' Z .H~ ~ N~ og~ o ~ H y ~ 3~ ` #~-BARS-~ a H ~ H ~ CONSTRUCT BOTTOM SLAB WITH ~o ~ H ' ~ Wo 00 , SLAB WITH FORDS . ~ ~ " 0 ~ ~ (n o z z ~ z ~ ~ o ~ ~ ~ DO NOT INTERPRET WALL THIGI WALL THICKNESS T SHAWN FOR THE THICKNESS r` ~ ~ z = ~ } wUz ~ O ACCEPTABLE BUT IS USED IN s 1 z~ H ~ o S USED IN COMPUTING ENDWAUU QUANTITIES. Z ~ J °z ~ PLAN J1 ~ r 1 WHEN THE CONTRACTOR ELEGTS B w pR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ z FDOTIHC __~I OF THE PIPE, PLAGE BAR r'Xrr E BAR 77X7r DOWELS IN THE BASE AS SHOWN ON PLANS . ~ Z ~ ~ W t'1 {IF car,sT. JaINT i5 USED) DOWEL W C~ SPACE BARS APPROXIMATELY OI :IMATELY ON 12 CENTERS UNLESS OTHERWISE DIRECTED ~ J 2 w ~ ~ ~ ~ u rr J ~ z G ~ G ENO ELEVATION BAR- X tti j A z BY THE ENGINEER. ~t~.~i~ ~~m ~ ~ J z m x ~ Z m ~~C'iz oZ w ~~C'?z ~o u.H~ Y - ~o r W v? r WHEN THE CONTRACTOR ELEGTS 'OR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ H W ~ Q Q o ~ W ~ x ~ to i Dor~LS IN ENDYlALL WITH c. s, PIPE o x ~ ~ OF THE PIPE AND POUR THE B~ x ©IT1 x z J x 011 x 'OUR THE BASE SEPARATELY LEAVE THE POUR ROUGH . c~ ~ z ~ ~ a O w ~ J o ~ z U ~ ~ C. ~ ~ ( ~ ~ PIPE SINGLE PIPE DOUBLE PIPE ~ ~ ~ ~ C C rr rr ~ ~ 1 I ~ Q rn pp USE GLASS B CONCRETE. CRETE . Q +C~ ~ ~ ~ ~ Q ~ (/1 ~ i ~ ~ IOC. DIA. 15'" I #S" 24'r a 38° q~« i 4B" 15" 1B" 24" i 3D" 36" 42"' 4$" Q ~ (j} ~rm~ I I f ~ ~ i~ I I ( _ 3a ~ .~r~~ ~ > z C ~ Z ~ ~ ~ ~ I BARS rr~v ~ ~rX~i r~~n nXir rr~n v~n Y* ~ r~~n Y* vXu n~n ~~~n ~ n~u r:X~~' i~~u Y~ ~~~n ~ Y* ~ ~ =m©~ ;III ~ - W _m©z ~ p _ _ _ ~ _ _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 0. W ~ p r~ .rr a z J ~ N oc a N QTY. ~ - 2 1 # 1 2 2 2 2 2 2 r~ Q H ~ o '4 r 0 ; G QTY. 2 2 S 3 4 d 5 2 2 3 3 4 4 ~ D 3 d' 'o L• p ~ m~~ L DQwF,. z d m f r m p TOTAL LBS. $ ; 9 #4 14 1S 53 ; 82 12 12 16 ; 19 23 73 S5 Q Z L~ ~ m p 3 w ~ ~ cz~«~ z ~ ~ ~ ~ D OPTIONAL CONSTRUCTION JOItJT ~ W J ~ ~ 'fl ~ {0~~~ ~ m t0~~~ ~W~`~ c~ > w N v 0 oC~H zW~~ oC70H = uu ~ o ° r ~ ELEVATION DIMENSIONS ANa CONCRETE QUANTITIES N F- Q = o L' z ~ y ~ usl~~r rraeucaTEU STEEL PIPE ~ ~ N ~ o ~m ~W ~m ~ Qw N J ~ ~ ~ ~ COMM(]N SThJGI f PTP~ DOUBLE WIPE C'3 ~ v T~ ~ ~ m = o z V m Z a c~ OC~~ Z~ °a° IV ~ ~ i U H B G L YU` M L YDs W Z -I ~I ~ ~ ~ Z ~ ~ w ~ Z ~ = J ~ ~ r _is° 3` 1: s" s" s' o° 0.7 1'-11"~e' 1,° 1.D 0 Q ~ r ~ a ~ Z o LLQ~ ~ O O ~ 18° 3`-7" 10" ?'-11" 5`-10" i.a 2'-3" 8~-1" 1.2 ~ U ~ o q ~Q ~ ? U I! ? i 24" 4'-1 ° 2' I " 3' 8" 7' 4" I # .4 3'-O" #a` 4"i 1.9 w J o V ~ Q Q w O i 30" 4~-t" 2' 4" 4'-b" U'-14" 2.fl 3'-9" 12'-7~~ ~.7 ~ ~ z ~ 3G" 5~-1" 2'-7" 5~-2" 10' 4" 2.8 4'-6° 14' iD" 3.0 ~ 42~` b'-(" 2~ 10~~ 5' 11" It' 10"i 3.£t 5'-3" 17' 1° 5.9 o_ aQ~ a w c - SHEET ? bF 3 48' G 3 s`-B" 13'-n" 4.~ e -U #B'-4" 7.5 SHEET 2 (TF 3 SHEET 3 OF 3 o ~ SHREETRQ3 OF is SCALE: N.T.S O ~ SEE SHEET 3 838.01 838.01 838.01 G y~y a O • EPROJECT No.: 796542 ~a CONSTR. CONTR. N0. DOT ROADWAY DETAIL N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. ~~NO 1 DWI NG 838.01, 3 OF 3 1 259871 8 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 54 of 305 ~Q~~ N.T.S. TYPICAL `T CP517 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o C7 Z v C1 ~ GENERAL NOrrs: ~ ~ Q ~ ~ cr, 7- t rr E-Q ~ ~ -ALL MORTAR JOINTS ARE ~ ~'g . ~ Q ~ N ~ NOTES: ~ Q Q~~ D ~ ~ ~ -HONiI BRicKwOaK wrTH EIJLL HEADERS EVERY THREE wURSFS, ~ CC z CJ 3~ Fes-, ~ ~ r~~~U7 LL.--I~H ~ r0~~~ W1 {FT.} D &rr * THIS PRECAST ENDWAEE k9AY BE USED FOR THE FO[.EOWING F~-r ~ ~ ~ STANDARDS: 838.21, 838.2?, 8;38.33 AND 83E#.39. tl- J ~ H N z ~ ~ ~ ~ -CONCAVE TOOL ALL EXPOSED JOINTS. O O ~ = z rn z ~ = y * INSTALC_ PRECAST ENDWALLS WITH WINGS AND PAY ~ ~ [n ~ fi? ~ ~ ~ I I a Z G? ~ -i O C7 ( ~ D y m I ~ -00 NOT INTERPRET WALL THICKNESS {T) SHOWN AS THE L!J Q Q ~ _ _ ° D A m FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W d Z LL = ~ 7J ~ T THICKNESS ACCEPTABLE, BUT IS USEN ONLY IN COMPUTING Q ~ ~ ~ H ~ ~ ~ 1-O" ~ ~ ~ ~ ~ ~ ~ ~ i ENOWALL DIMENSIONS AND QUANTITIES. z ~ z W ~ ~ ~ ~ 1, 0„-~ * IJSE 4000 PU1 CONCRL I L. Q U O¢C ~ H D ~ * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 i- 2 ~ z ~ G?~N T tom{-LLOJ SOH FOR CaRADE 60 AND WELDED WIRE FABRIC CONFORMING ~ H ~ ~ 77 ~ -CONSTRUCT THE BASE NiITH FQRr,4S. ~ ~ Ca 37 ~ g . n=~~ DO~~ _ _ - I TO ASTM A185 WITH 2" MIN. CLE4RANCE, p O ~ ~ ~DA , r ~ Fi ~D~, D ~ y -USE cI ass R CONCRETE. ~ ~ D ~ ~ I f ~ i l ~ ~ * PLACE LIFT HCrE_ES OR PINS IN ACCORDANCE WITH z H ' H2 OSHA STANCIARD 1926.70. (O F' H ~ ~ d. H ~ M ~ H2 ~ O PLAN PAY FOR CONCRETE AS BRICK MASONRY. ~ Elt O 4 O I CS~RCP - ~ ~ ' * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ~ ~ z p Z O H11 H1 -CONCRETE BRICK MAY RE USER iN LIEU OF CLAY BRICK. H1 CONTRACTOR GI N -JUMBO BRICK WILL BE PERMITTED. ~ * ALL ELEMENTS HRECASI 10 MEET ASIM 0913, ~ - * WELDED WIRE FABRIC MAY DE 5UE3STITUTED FOR REBAR . t rt~ 1-O 1'-Orr ~t~~ • ~ r AS TONG AS THE SAME AREA OF STEEL IS PROVIDED. ~ * CHAMFER All CORNERS 1" OR HAVE A RADIUS OF 1'r N I® , v ci cs ci ci ci ci vs ~ vi tit co vi ~I u ~~rc~c,:~cc ~~cDt3~aU Rrr O.C. TYP. tp P T P ~ ~ ~ io flEFEH T4 CHART n ~ SLO E AS INDICA ED ON LANS ~ ~ ~ ~ ~ N r ~ m ~ ~ m ~ ~ W ~ ~ ART HEFEFi i0 CHARi _ _ ~ FC}R BAR SIZE ~ Z ~t m ~ J ~ ~ ~ rn Eaa Haa SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE BARS ~ J ~ ~ N z I I a W ~ ~ ~ ELEVATION ~ G M ~ G $ ~ ~ tS~ Y Hm~ ~7 i ~E AT €i" CTS.THE CONTRACTOR WILL HAVE THE OPTION ~ J G TO INCREASE THIS BAR SIZE AS NEEDED. ~ a ~ t- ~ Z W ~ z r- zG ~ r- ~ zti~° ~'a~ ~ 3 Z ~ . z RIQ Z - - - - ~ b ~ M ~ ~ ~ ~ ~ N ' +Q a ~ ENDWAI.~ DI~IENSI4N~ ~ ~ ~ T t1~ ~ r~ _ o A m ~ ~ ~ ~ ~ ca c. ~ ~ ~ ~ ~ ;x, Int. w W z PIPE PIPE ~ ~ ~ r ~ z 0 ~ Q -i- ~ r ~ v d Lt ~ Z ~ F FT. MINIMUM MIN.IMAX.i MIN./MAX. MIN.lMAX. MiP9.1MAX. MIN.IMAX. ~ W d . 1- H rp r _,,f ~ , ~ ~ ~~NH ~~p PIPE 9IiA, BAR SIZE H1{FT,} H2{FT.} [I (FT,} W1 W2 ~ V.1 ~ - Nr~ _ ~ ~ d~a~ ~ '0 ~ CONC. coNC. , ~ ~ _ o ~ ~ S'a ~ a 1.0 #5 ~ 8x' 1,25!2,00 ;2,0013,75 1,2511.75 3.0013.75 5,5016,00 ~ ~ . m - ~ z ~ ~ m~»o , ~ ~ ~ ~ d3w~, =~v ~ 1 ,25 @ 81f 1 ,25/2.00 3,00/3.75 1 .25/2.00 3.5013,75 6,50!6.75 ~ ``,aarr,ur,,,i } Q 9- t?~~' '9.50 #5 ~ 8r` 1,2512,00 ~ $.00/4»25 1»5012,50 3..•..5015._75 ......................._6..+_50.!.6....75............_ f- ~ oR~N°CARO~/~,~~~ ~ ~°°FESS/p°Nq ~ ~ ~ ~ ~ W H ~ ~ ~ I H e V V W~~ ~ ~ C1 ~ ~ m ~ H ~ ~ ~ 2.0 #5 @ 8,r 1.50.12.50 4.001'4.75 1.7512.50 4.0014.25 7.50$.25 ~ o _ _ ~ a QQ- ~9~ r~ z ELEVATION ~ ~ z Z z D' i N d r~ G7 s 2,5 #5 ~ $r~ 2.5013.50 i 4.0016.00 2.00/3.00 4.50/5.51? 10.00111.50 CI,I W = SEAL = H J - END ELEVATION ~ ~ ~ ~ p ~ Z ~ 3.0 #5 ~ $`r 3.00/3.50 ;5.00/6.00 2.75/3.50 _ 5.25/5.75 11.50!11.75 J Z 22613 rn ~ C} DlateNSloes ANS DuanrlTtES TYPICAL SECTION z H ~ : a O ~ ~ - - lt} ~ y4 3.5 #5 ~ 8rr 3,2514.50 6.0016.75 3.2513.50 6.0016,75 12,00113.25 ~ ~ ~ , ~ °"~,N ~~e ° t~~ r ~ USItdti CONGBETE PIPE USING CGRAUG1tTED METAL PIPE THRU WALL W 1~ Z r ~ ~ 4.0 #5 ~ 8'r 3.50/4.50 6.5017.00 3.2513.50 s .5316, 75 13.60113.25 W ~ cc ' ;~q~'FS °w l ~ C m CONkiON DINS. SINGLE PIPE DOUBLE PIPE COIIEION DI9IS. SINGLE PIPE DOUBLE PIPE ~ ~ 7C BRICK CIN1C. 8BI COML. ; ar¢SGK WRC. M BRICK : CBNC. ~ PLAN D I H B I G T i L Yps yps M L Ypa yBa i D H B G L L ros ,,~r. L ypa spa ~ 4.5 #5 ~ g" 4.0015.00 6.5018.50 3.2514.00 7.oC919.25 13.50!115.75 ~ ~ 15" j 2'-6" 1' B"i 2'-10" 17/g'~ 5`-R" 0.441 0.291 2`-2° T-10° I D.555 0.403] 15° 2`-3" 1' 4" 2'-s" 5'-fi" 5`-6" 0,384 0.226 1`-11" T-5" 4.4821 0,3D5 5,0 #5 ~ $rr 4.50J rJ'.00 ;7.0010.50 c~..2514.Q~ 7.2510,25 1a~,75t15.75 SEAL 18" i 2~-8° 1'-8"i 3'-2" 2" i 6'-4" 0.562 0.326 2<7" 8'-11" j 0=722 0.459] 18" 2'-6" 1`-6" 3`-0" 6'-0" G'-0" 0.478 0.309 2'-3" 8'-3" 0,6p5~ o.I2n''~ 5.5 #5 ~ 8jr 4.5015.00 ;7.5018.50 3.2514.00 7.2519.25 14.00!15.75 24" i a`-4" 2`-0"i 4' 1° 3" 2" L008 0,504 3'-s" fl'-7°j 1,285 0.7151 24" 2'-»"' 1'-&" 3'-9" 7`-s" T-6" 0.'49 o.38s 3'-0' f0'-6" 0.954 0.540 30" i 3'-S" 2'-4"i 4'-8" 31~°i 9' 4" 1.381 0.672 4'-3" 13' 7° 1.B20 0.978 30" 3`-4" 2'-0"° 4'-5"' B'-10" 8`10" '..090 0.5c5 3'-9" 12' T" 1.399 0,777'~~ 6.0 #5 ~ $,r 4.50/S.Oa 17.5018.50 3.2514.00 7.7519,25 14,75116.75 as" I d'-3" z'-4"j 5'-B" a'" (70`-10" 1.895 4.7aN 5"-0" 15'-10°i 2.4x2 1.140 3s° 3'-9" 2'-4" 5'_N" 10' 0" 10' 0" ' .so3 0.720 a'-6'" f4'-6" 1.965 t.0A4'', SHEET 1 OF 1 42^ 14'-11" 2'-S" i 6'-~" 51~a";12'-B" 2.B67 1.043 5'-t0^ 1B'-6°~ 3.72s 1.szs. 42" 4`-5" 2'-B" 6'-0^ 12'-0" i2`-a 2.373 0.9ea tp_3~~ 3.062 1.a2a~ SHEET 1 OF 1 SHEET 1 OF 1 SHErE~T 1 {}F 1 ~~0~ 46" 15`-7" 3' 0"i T-3" 5~'4";14'-6" 4.032 1.343 5`-8" 2F` 2°~ 5.1B4 1.960 4B" 4`-11° 2'-8" 8'-9" 13` $"13'-B" 3.1021.11f B` 0" T9' 6" 4.002 1.606'. 838.11 838.11 $3$.$O ~a7~ ¦ L7~ 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 838.80 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL m ~ m BACK OF cuRB FRAME, GRATE a FPAME, GRATE AFJD HOOD NOTES: MORTAR JOINTS fig" THICK. ~ ~ ~ H ~ ~ ~ X SEE STD,WO. 84 SEE STD,N4, 840,03 USE CLASS "B" CONCRETE THROUCrHOUT. H SATISFACTORY TO DATE 06.13.2011 ~ 1-t Z ~ ~ ~ rr ~ _ 1 4 1 O` TOP ELEVATION USE FORMS FOR GflNSTRUCTION OF THE BOTTOM SLAB. ~ Q DEDUCT FOR PIPE{S} FROM TOTAL CU. YDS. OF BRICK MASO~tRY. ~ _ DES JM K D DRW NJD CHK JWJ S' ~ C) ~ 6" WALL t $.r WALL 8" WALL H ~ ~ U y H O ~ ' ~ 'rI f!3 n ~ 'tt U) -1}r ~ USE BAR DOWELS AT 12" CENTERS. H ~ ~ «PM/DM» CW/PV -1 ~ ~O -1~ 6 WALL ~-~ar..'Z ~mO -1~ Y ~ i Hz~~~, dog= Hz-i=A A~..~ PROVIDE ALL GATGH BASINS OVER 3'-Fi" 1N DEP f tI WITFI STEPS 12" p ~ ~ ~ BRANCH MANAGER ON CENTER. USE STEPS WHICH 4GMPLY WITH STD.. DRAWING &44.68. (j~ S`i5 ~ 77 ~ rr rr ~ z G} ~ :ICI ~ -I _ ~ " r = D m ~ 4 wQQr~= =~1~'Am a rr a rr a u ~ ~ " CHIEF ENG/ARCH 'II z D rr 6,r Rrr ~ ~ ~ ~ O ~ z zr B USE TYPE E F AND G GRATES UNLESS OTHERWISE INDICATED. W ~,['Q _ USE BRICK 4R CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS E' ~ ~ ~ FIRE PROTECTION 8`. g" = OF SECTION 84O 4F THE STANDARD SPECIFICATIONS. 2 H ~~qd I I ~ H2~~~ ~~pd I ---u Bu z ~ ~ r `'T T - - T ~ _ ~ _ ~ , - ~ I I - - _ . _ . - _ - ~ to W z,-+-o m m MIN. MIN• MIN, IF REINFORCED CONCRETE PIPE ZS SET ZN BOTTOM SLAB OF BOX, ADD TO SLAB ~ ~ ~ ~ ~ z Q ~=~z _ _ - ; Opted c)~~z - - s 6r, jt D , AS SHOWN ON STD, NO. 840,00. X93- ~ J Q Z J Z MIN ~ FOR 8`-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE ~CF) ~ ~ a ~ J `ADD ~ _ ~ HC~ MIN 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING ~ H ~ J v p ~ ~ _ ~ 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. ~ H ~ 0 ~ Q ' ^ ~ H ~ L L L d ~ ~ H PLAN y?X Q a L ~ ~ W o a T ` CONSTRUCT WITH PIPE CROWNS MATCHING,. ~ ~ ~ C ~ U ~/7J 2 z ~ ~ © ~ _R SECTIUN X-X CHAMFER ALL EXPOSED CORNERS 1". r„ ~ ~ c o = ` TOP ELEVATION PART SECTION PART SECTION PART SECTION PART SECTION v Lv ~ ~ DRAWING NOT Tfl SCALE. w Q z ~ lil z ~ O c~ L.L ~ Z ' ^ Z > J vJ 6" WALL 8" WALL "WALL WITH 4" LIP ~ 6 WALL WITH 4 LIP 8 - - - _ FRAME,,,,,,,.Q„R, FRAME f~RATE AND HOOD STOP ELEVATION w Q ~ W z 1i SEE STD.N SEE STD. NO, 840.03 STEPS - STD. NO. 84ti.E;~'• STEPS STD. NO. 840.66 ~ ~ Z U ~ TABLES OF QUANTITIES FOR PIPE SET IN PAD ~~Bn Bo I~ " C.Y. ~L;1NT7"fIF,;S ~~,1IN. A MIN. x H m ° TOP ELF.;,TION - - - _ _ ~ ~ ~ Q J X J ~ ~ t I , PII'6' "Wr' rrWi rr "T" If'IILN L IS t7C . p.~ o Z ~a ~ ~ - ~I~ DIh1 DIM rr .r ~ ~ ~ 6" ~H D 12 16 20 ~H _ ~ •Z' s ~ 12° 1 -1~B 0'-7~8" 0'-2r' 0.005 0,007 0.008 r-+ t,'~ M Z ~ C'1 ~ T ~ ~ ~ ~ ~ C a grr _ £i" ~ ~ 1~ ~ acl S~ 1.1.1 O ~ tJ1 wi ; r „ 4 rv cn SECTION Y-Y M ~ i 15° 1'-318x7 0 -9~8 0 0.006 0.008 0.010 cr W ~ - ~ ! ~ ~ r, m ~ z A' D MIN. rnTN. ~ f 8 CC ~ ~ Z m A W i p !I) F -I ~ r~IN~~ M T N ~ ~ ~ .rt D s. ~ ~ : ~ MIN , j Q 1 1 1 ~ ~ ~ _ ¦ ~ ~ ~ ~ n r 1 rr r rr r e ~ DC7 Q ~ ~ Z RISER NT. - ~ Si7 m ~ 18 1 5 /4 0 -10~ 0 -2 0.010 0.012 d m ;fi O z yt1 ~ ~ ~ ~ _ 1 c, J ~ ~ m ~ C ~ 7~ vnRlts II ~ ~ T _ PART SECTION , rr r rr Q W v, ~ ~ - ~ I s"MIN. W .r 1 - ac 6"a~Ird. °o O 24 1 -8Si$ 1 -OAS 0 -3 0.011 0.014 0.018 d W (3 ,p C'~t to -i ~ ~ - ~ to D OF END ELEVATION 2 H Q = s ~ J_~ DQ~ W SECTION J - J 6"Mi;u F _ ` ~ - r ~ t,~1 ~ Z_ ~O~~//''~~ J ~I ...I ~ ZT ? r_ 1 R it-234" Dr-3S,rr D,D14 D.D18 ~ ~ ~ ~ 77 ~ MIN. ~ ! 4VHE a~ m 2 0~ Y2 a.o2~ Vb9iERE 30' TO 3E" PIPE IS USED - - W v ~~H -ooo~ C m r ~ t.?d D~ E ~ ~ SECTION M-M ``~-sEE NOTE ~ ~ ~y ~ A' ~ V~JHERE 4%" TO Sd" PIPE IS USED r z 1 V U o ~ ~ Y--I a 2~_3 w 1}. ~3,Brr , n 0.017 02 2 Z ~ ~ ~ 36 D -4 D. 3 O 0 5 ~ ~ z ~ WHERE 34"TO 36"PIPE IS USED w O~ ~ ~ ~ ~ Q H ~ Ri;,ER HT. rr 2'-711 n 1"-7rr D`-51~" Q.025 O,O;ID 0.038 ~ ~ Z" VARIES I ~ - ~ ~ H t>c ~ ~ w J m w_ ~ 'A -R 42 $ ("3 'I'I ~ ~ m O z ~ d I ~ ~ Q N rr t u r rt r r3. +7 ~I ~1 N 4R ~ -iD~'g 1 -R D D.028 D.a3B D.D47 W 0 ~ 54x' 3`-2~8" 1`-10'2" 0'-6114" 0.035 0.047 0.058 ~ e° w I a i a p A ~ O Z GENERAL NOTES: o USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES 60'r 3r_5~8rr 2~_Oi~r' Dr_6rr 0.042 0.056 0.071 _ i l ~ i ' m w J o U V i USING REINFORCED CONCRETE PIPE SET FN BASE SLAB. c~ ~ _ r ~ ~QQ w ~ QQ= O 66'r 3r-9" 2'-2114" 0'-71/4" 0.050 wH>=REaz,TO,a~~PlR~isi ro 0.067 0,084 ~ ~ a w c ~ SHEET 1 OF 1 2t_3~,rr O'_7Sl4rr 0.078 0.098 SHEET 1 OF 1 SHEET f OE 2 DETAIL SHOWING METHOD ` SHEET 1 OF 2 SCALE: N.T.S 72 4 -0~'p 4 0.059 PLAN PLAN $4Q ~ Q'~ EPROJECT No.: 796542 ~ ~ $4O ~ 1 OF RISER CONSTRUCTION O OO $ O OO 0 0 CONSTR. CONTR. NO. ~o~~v DOT ROADWAY STANDARD N40085-10-D-5313 ~NO~ ;~~o r~ NAVFAC DRAWING N0. ~,~l~~o ~~No DWI NG 840.01 ~ 1 OF 2 1259871 9 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 55 of 305 ~Q~~ N.T.S. TYPICAL `T CP518 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 B GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o ~ ~ ~ "i'~fi!r~E, GRATC F CY m ~ Q m BACK OF CURB _ H'I7 H~ H-0 ;.L 517. N0. 3' FRAME, GRATC ANQ HOOD GENERAL NOTES: ;iCC Sl?-N0. f)4G.0;) USF CLASS ,.H., COPJCf{ETF TIIROl1GIl0UT. ~C!} ~ EXPANSION JQIDITS t ~ PRUVIDF ALL CATCFif3.45INS OVER 3'-6" IV DFPTIi WITH STEPS 12" ~ Q ICI ~ ~ rr 1 Q ~ FI ~ Ly ~ n ~ l!5 O B E 4'-B" 4,.Grr ~ `t F- ~ ~ C!? O ~ OfJ Ck-MI-H. IJSk- SiFPS WHI;;H COMPI Y WI lH SII). I)HAW[NG $4(},S$, Q~ ~ , ~'Ft037 n ~ ~ HCC~C) ~I-r~~1 1 ~0~~~ o n 6 -~I$"~- ~ 1 LC..-IOH rd~~~ ~..c~.. ~F a~ T,`~l' r :'NATION QP I IUNAI_ CONS IRUC I IUN - MUr,ULI i H)-C POUR, z" KLVwnY, OR #4 Blie I.)OwFi.S !~T ~ a ~ ~ o~ ~ 12 ` f,EI:TEHS AS U1HEC'EL1 Rf TrIE ENG.°,EcH. (.L J ~ H ETI z ~.4 BARS V STD. B4D.d3 FRAME, ~ rZ = z rn z =-I Y Y u N ~ A ~r EQUAL SPACES ~ ~ ~ ~ ~ # rr 1~ H -GRATE & HOOD I pE Z ~ A ~ ~ a ` -IT D 3 _ wQQI~= =oDAm n m - ~J. USC CORMS FOR THC CONSTRl1CTION OF TIIC 3{}TTQfl SLAG. O O ~ ~ J 11 iF REINFORCED CONCRETE PIPE IS SET ZN BfITTOM SLAB t}F 8t}X, ADt} TQ SLAB W Q Z LL = I AS SI10WN ON STD. N0. 840.00. F- CJ ~ Ct~r z ~ rr ~ ~ ~ v,. cn ~ o ~ r-' ~ Q ~ r--+ cn ~ o 6r, B 6,r s~ (JSE TYP= "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED, ~ Z ~ z ~ z~v°-n ~ ~-z zw zH~°m _ Err o FOH 8 0" IN HEIGHT OR LESS USE G" WALLS AND BOTTOM SLAB, OVER ~ ~ Lr` O i . z N Ate} (n , +r Q~(/~ ~ ~ v ' ~ ~ i &'-0' TO 16 -0 IN iICIGHT „SC £i 'MALLS AND BOTTOM SLAB, ADJUST ~ O ~ Q t1UANIIIIFS ACCOHUINGIY. ~ H ~ y a a PLAN y H - rt]NS I HuC i wI I H P [ PF CROWNS M~ITCNING. ~ N o ~ O ' ¢ N a ~ CURB AND ~uTTrR W1TH CATCH RASiN ON sTFrP cRAnrs n- O ~ Q ~ PLAN ~ 3" .SEE NOTE GIIAMI CH ALL ErPUSLn C4RNCR, 1", C Ct ~ ~ m? ma ~ ~ Z ~ X > > P' ~ ~ ~ a ~ ~ TOP ELEI~ATtdfd 6„ _ TOP ELEVATION _ SECTION X-~ uRAWI NG NOT TO SCALE, h ~ w 0 ~ ~ EXPA:NSIUN JOINT-~ ~ ~t, ~ `n' USE dN FLAT GRADES 2"o AND UNDER i j ` I ! } i ~ f r TOP ELEVATION N ~ T i f _ FRAME, GRATE AND HOOD ;TCP> - STD. NO. 840.6$ EXPANSION UdINT-~ ' 3 U w - 3 Q-,.fi`t`-~pHESSEU CzUIIER LINE SEE STD.NO. f3a-o.p3 sTEF}S -STD. Nib. 844,66 - I I 6r~ A ,,.-6ir ~,T_ _ ~ ~ f TqP CLE'JATION fr - k..._- r PLAN OF TOP SLAB SECTION S-S ~ ~ ElEWATION ~ ~ _ - ~ , ~ ~ ~ ~ ? ~ NORMAL CURB AND ~aUTTER OW LIGHT GRADES U- n r , l ~ . < A ~ Q ~ H ~ ~ Z C ~ ~ ' C:3 ~ ~ ~ N ~ ~ ~ . z ~ ~~r~ M = ~ TOP ELEVATION -NORMAL GUTTER LINE ~ ~ _ - - I E ~ ~ ~ . - ~ = 6" G Err iii ~ ~ ~ -1 C~ B'" E~ #B "W" BARS BAR B" EXPANSION JOINT 7 6 ~ Q W ~ ~ U1 ~ I Q m ~ ° m Gr) SECTION Y-Y - ~i H ~ #4 BARS "U° g`" ~ USE dN (~AADES OVER 12°~ i w ~ t t. ~ ~o, ~ ~ v , ~ { I , o ~ p z ~ z ~,3 EGUA~ sPArES-' N - _i _ ~ ~ z : ~ ~ z D r ~ D v ~ ~ ~ 10' MAX fr drr F ~ ~ ~ t ~Q~ . ~ ~"'y C7 _ EXPANSION J41NT-~ ~ d ~ ;b ~ _ ~ rr v #'-d' - - - ~ Q ~ ~ ~ s , ~ ~ ~ ~ ~ C.'~ ~ S #4 BARS U #1~,r 8'"~i ~ I~DEPRESSED GUTTER LINE z v Z : ~ O 2 d ~ Q ~L: i_f;,r a, i u u r r, SECTION al•J ~ a- r ~'y W ~ ``.~oR~N CARp~%ni/~~~' - ~ ~ ELEVATION y~ : s ~ j IvF#ERE 30" TO 96" PIPE IS USED i- ~ SS°%0°, °9 ~ ~ SECTION R • R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES ~ ~ ~ ~ ~ mA~ _ c3 ~Cp~ H H sEF NoIF SECTION ~ W ve-°F~ ti9 ° WNERE 42" TO 54" PIPE IS USED = ~ ~ aQ z ~ ~ m ~ z YWIERE 30'" TO 36" PIPE IS USED ~ r SEAL - H Z = ~ MINIMUM DIMENSIONS AND 4UAHTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, N, WITN NO RISER)* ~ ~ ~ RiS[R HT, z _ DIMENSIONS OF BOX AND PIPE _ TOP SLAB _ CtI.YOS. CDNG, IN BOX BRICfC MASONRY DEpUGTIONg W ~ F1 VARICS J ~ 22613 ~ ~ PIPE SPAN WIDTH WIDTH SPAIJ MIN, NEiGHT DIMENSIONS BARS-U BARS-V BARS-W I T TAL ~ ioi~: ONE PIPE ~ Z ~ C} I TOTAL TOP BOTTOM O Nr,1GV MSS+P. z C} ~ aa1c~ avo - _ -fir - p . J ~ t„y F ~e~° ~ i--~ ~ I - - - t W v9 °NG I NE,°°° ~ D A B G G H E ( F N0. LENGTH N0. ;LENGTH N0. ::LENGTH; LBS. SLAB SLA6 CONC. [i w^-''-5 CoNC<.I[ G.M. R.C. LU ~ ` - ~ - i 12" 3'-0" 2`-2" 2`-9"' i ~ i ~ 0.281 (0.281 0.883 1.164 0.020 0.042 C ~ i 15" 3'-0" 2r-2" 3'•0" I I 0.281 j 0.281 0.963 1.244 0.031 0.047 ~ 6~ A„, ' r,'':I A n' rrrr~raoir~~~~~ 1B`r 3: G,r 2r 2" 3` 3rr I I 0.281 j 4.281 1.043 1.324 O.Od4 0.065 , ~ . i 24r' 3"-0'r 2'-2'" 3'-9° 0.281 0.281 1.204 1.485 0.078 0.121 6i ~ 1 u . SEAL i 30" 3'-0'r 2'-2r' 3'-4" 4`-3" 1'-2" i 4'-4" 4 1r-6" 3 14'-1" 3 a'-1'"I 45 0.147 0.374 ~ fl.521 1.606 2.217 0.122 0.184 - - v_ C I ~ ~ t~ ~ -I m n~ - G`' ;I n ~ L . n n r- v n r rr r 36" 3 4 2 2 3 10 a' 9" 1 $ 4 -4 4 2'-0' 4 i 4'-1" 3 4'-1"' i 49 0.187 0.415 0.602 1.914 2.516 0.175 0.261 WHERE 42' TO 54" PIPE IS USED ~ _ { t. - n i 42" 3"-0'r 2'-2r" 4'-5" 5`-3" 1°-5" i 3'-6'° a 1' 9" 3 13`-3" 3 3'-3"`I 38 0,135 0,373 10.508 2.152 2.660 0.240 0.371 i 48" 3'-0'r 2`-2" 5'-0" 5'-9" 2`-0'" j 3'-fi" 4 2'-6" 4 i 3'-3" 3 3'-3"` 41 x.173 0.410 0.589 2.415 2.998 0.313 D, all DETAIL SNOWING METHOD SHEET 2 OF 2 i 54" 3`-0" 2'-2" 5`-7" 6`-3° 2'-7" (3`-6° 4 3'-0" 6 i 3`-3" 3 3`-3" 47 0.211 0.448 0.659 2,806 3.4&5 0.396 0.595 SHEET 2 dF 2 SHEET # dF 2 DF RISEH CONSTRUCTION PLAN SHEET 1 OE 2 ~~0~ ~ * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT ~ 01 840 ¦ g4{} . 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~ ~ DWI NG 840.02, 1 OF 2 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ z v ~m p Qm Z O ~y S H ~ ~ EXPANSION JOINTS ~ ~ H ~ rr H SATISFACTORY TO DATE 06.13.2011 ~ rr ~ qQ H• ~ NOTE: US E ~ r rr ~ ~ ~ ~ ~ UN NOTE: USE TYPE rrErr' rrFrr AND rrGrr GRATE = ~ Q Q ~ ~ DES JMKD DRW NJD cHK JWJ D~~~ 4~ 6" a 6 ~ U y a ~ H :L1 n rr H UNLESS OTHERWISE NOTED. p P r = rr rr t1~~~-I #4 BRAS V_ fi I~-B G1 D. SAO. d3 FRAME, ~ i'I--ir1H'z m~~~^~ z Z - ! pp = Z Z H ~ @ EQUAL SPACES GRATE & HQ4D ~ H ~ 11i'2rr ~ ~..-1~v W~~W ~}~:I7~....I ~ ~ ~ _ ~ BRANCH MANAGER '~J ~ W Q ,Zr,~ = CHIEF ENG/ARCH ~ ~,e Q DC C7 ~'7D ~ j~Srr ~y~$rr ~ ~ H FIRE PROTECTION ~=-p0-~ a I-=~ZW z~-O~Q ~pH ~ ee ~(-WDJ ~C3H _ _ _ N N c'-n~,~o~ ~ ~ ¢ Q B ~=~Z ro w in cr3 00~~4 C')~~Z _ SECTION - LL SECTION - MM ~t~ N ~ ~ ~ o O :~~A R ~W R ~-s'-D° Z H°c ~~A ~ A~ = ~ ' a PLAN ri A A ALIT A ALIGN FRAME WITH INSIDE ~ ~ ~ ~ ~ ~ ~ U ~H y NN ~V) aH -'CH V m~ ~ p ¢ ~ ~ Q ~ a CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES ~ W ~ ~ p C ~ ~ EDOI EDGE OF WALL TO ALLOW / - z OI m ~ ~ P, ~ Z G1 0 ~ FOR FOR VERTICAL ADJUSTMENT-f' ~ ~ h p ~ ~ = Z ~ t~ ~ w TOP „ D ~ m ELEV. 6 ~ m USE ON FLAT EXPANSION JOINT- ~ ~ WALL SECTION ti r~ ~ w Q j~ O m GRADES 2~ AND UNDER ~ ~ 1 _ ~ z w O c~ LL. Z v SECTION - BB ` ~ ~ w ~ J } ~ - - ~ 3`-d„I I S, d„ DEPRESSED GUTTER LINE SECT ON - PP SECTION - NN w Z c¢~ Z Z EXPANSION JOINT-' ~ I ^,r ti„ -R PLAN J t I L.LJ PLAN OF TOP SLAB SECTION S-S p ~ r m ELEVATION ~ aD ~ ~ FRAME,GRATE, & HOOD ASSY _ ~ rr ~ ~ Q H ~ ~ m J ~ J n ~ Q Z "-am QQo ~ Q NORMAL CURB AND GUTTER ON LIGHT GRADES H C D err ,~~-Ou ~~~rr ~ ~ ~ jt ~ Z ~ ~ ~ ~ W Z H ~ ~ H t~N mm ~ _ ;-NORMAL GUTTER LINE H W v = N EXPANSION JOINT ! 6n ~ m LL ~ ~ ~ 6"" E-- ~#B aWr' BARS ~#4 BAR $rr ~i h,l ~ ~ ~r-Orr ~ _ ~ ~n~ 13; rr S-" Z ~ ~ ~ ~ ~ r~ J `-ELEV. ~ ~ Q A_ cn ~7 ~ - 4 Q1 ~ ~ ~ \ \zJ ~1 / ~ ~ ~ ~ #4 BARS "V" ~ USE dN GRADES OVER 2",, ~ - ~ _ N ~ '~T~~' D ~ = m z @ EQUAL SPACES , ~ ' ~ z ~[7 ~ c ~ ~ ~ o H z _I o ~ b ~ ~ 10 r ) ' UkPHESSEU GUTTER LTNE ~ Q ~ ~ ~ ~ M ~ ~ ~ J, ~ ~ cry ~ ~ J Q B'-d",~ ~ . ~ o U(~1 C7 c, EXPANSION JQINT-t + rr" ~ i ' MAX. ~ _ ~ SECTI~}N - AA ~ .v~ ~ ci w ~ ~ #4 BARS U ~ ~ z 1i ~ #1xr QW~ Q ~ v w _ DOWEL ELEVATION ~ ~ b ~ ~ D SECTION R-R NORhIAL CURB AND GUTTER ON STEEP GRADES ~ W Z ~ ~ C'3 > ~ ~ 7" cry ~ 'U ~ H {L" N -I H ~ mD'z cznC~T n~z FB~ANIE PLAN ~ ~ ~ ~ " C7 w W U SECTION - W ~ ~ ~ ~ ~ MINIMUM DIMENSIONS AHD DUANTITIES FOB CONCRETE CATCH BASIN{BASED ON MIN. HEIGHT, H, WITH NO RISER) * _ H z = 3 tt rr ~ GIMLNSIQIJS 01 IJOX ANU PiPL COVER CU. YDS. CANC. I!J 811X pE03GTI0tJS ~ -T- ~ ~'4 .y t - - i~ ~ 11 1 rt ~ ~ PIPE SPAN WIDTH WIDTH SPAN MiN. HEIGHTHEIGHT - IMENSION gpRg.U BAR.,-V QAAS W TOTAL TOP fi0110M T~ ONE F'IPF ~ D CI 'I'1 4G r 1~ c ~ O - - n ~~i n3 -or rt:r;lsr~'u z ~ O _ , 7 grr H W > W O D A B C G H k F N0. LENGTII N0. l FfdGIH j N0, LENGTH LBS. SLR ~ i,l,~i ~ ; C.M. R.C.-' (Jy ~ ~ - I ~1 W H Q ~ .r rc ~ 12" 3. 0.. 2, 2.. 2' gr~ - 0.235 O.r12 0.015 0.026 :7` Q I ~ 3' 0 K ~ 3 r` R Y ? 2 rr ~ ~ ~ Z ~ Q ~ ~ ~ 1v` 4' 0" 2' 2" 0° - 0.235 ~ U.023 0.036 ~ ~ 'sl' ~ O 0.32J ~ y ~ 13'' 3' 0'~ 3~-3° 0.?35 O.SII; O.C33 0.049 ~ a r, - U _ 1~~ ~r~.~ ~r_Orr Or1 rr r ~ r:.~~ 1,2~' ~ ~ Q a ~ rr o A _ ~ 1~ Z 24" 3~ 0'~ 2' 2° 3' 9~ 0.335 I.00( 0.059 0.085 1~~' ~ r e S Q ~ 0.092 0.127 ~ l(1 30' 3~-0' 2` 2" 13'.d" 4'-3 1'-2'~ d'-d'r 4 1'-5'' 2 3-9 3 3"~9" 39 0.1_3 0.321 1.433 _ 2 ~ O 36`~ 3' rl" 2' 2'~ 3' lU"~ 4 1~ 8° 4'-d° 4 1`-11° 3 3'-9° 3 3' 9° 43 U.161 0.35!1 1.714 11.13' 0,}7B j L t ~ > ~ Z p~ 42" 3'-0" I,' 4' S'r 5' 3' 1`-5" 3'-2"' 4 1'-8r" 2'-11"I 3 J'-11" 3' 0.11? 0.318 1.738 O.IBO 0.24'3 i $E(t`T~QH ~ aB" 3' 0" 2` 2" ~ 5' 0'r 5'-.9` Qrr 3'•2" 4 2` 3" 3 2'•11"I 3 2' il" 35 0.145 0.352 2.052 0.235 0.$17 2'-1112, ~ ~ ~45,~rr w Q ~ Q ~r . 2~ Si err 3^ 2~ err 9r 2~_ +1 2 10'~ r n~ a ~ 5a' 3 0" - - - " S 2 -11 3 ~ tf n' 0.'IIO 0 3II6 2.3ff7 0.291 0.101 SHEET ? OF ~ SHEET 2 (TF 2 SHFET 1 OF 2 o Z ° ~ 72 ~ ~ SHEET 1 OF 2 ~ * RISCA HAS .22t3 CUBIC YARDS Uf CUNCRETE PER FOOT HEIGHT HOOD ELEVATION SECTION - RR 040 ` 03 SCALE: N.T.S 840.02 84Q.02 84(}.03 G EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~~o NAVFAC DRAWING N0. ~~NO 1 DWI NG 840.03, 1 OF 2 1 2598720 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET 56 of 305 ~Q~~ N.T.S. TYPICAL CP519 ~ol~o 4 B DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o C7 ~ C7 ~m ~ Qm ~ cr, ~ ~ E- 2" WFFP HOLES P H01 FS GE'JERAE NOTES: ~ DETAIL SHOWING TYPES OF GRATES rr QQ N' z Y ~ ~ ° R W ~ 1 " F- ~ ~ ° ~ ° ~ USE ACCO DING TO ATER FLOW. ~ ~ ~ _ ~ ~ ° ~ USE CLASS "B" CONCRETE THROUGHOUT. Q ~ ~ r°~,~v7 B w~oH r°~~~ I 1 PROVIDE AEE DROP TNEETS OVER 3'-6" IN DEPTH WTTH STEPS 12" h~-t~ ~ V ON CENTER. USE STEPS Yd1iICH COMPEY ~tITH STD. DFt?WWNG $40.68. (.L J O H Nz~~~ (~~~-ZZ [~17z~S~} I~ i OPTIONAL CONSTRUCTION - MONOL2THTC ROUR 2'' KEVVJAY UR #4 BARD LS AT ~ p ~ ~ L L 12" CENTEFIG AS DIRECTED BY THE ErJGINCER. W ~ Z ~ ~O~C7~ a rr rr rr rr u ~ T aZ OO~C)~ z D m -TYPE G TYPE E TYPE F A fr 1' w Q Q w= = D m ~ ~ USC FORMS FOR THC CONSTRUCTION OF THE BOTTOM SERB. F- U ~ O ~ D mz~ ~ A ~ I 9~" F-o~°c~ - z~°~ S Q ~ zu~oo - ~ ~~~r'1T t t~{Z- OW ~H~r~ _ ~ ~ _ :F RF:NFOHCFD COrJCRFTF PIPE IS ;aET ZN BUTTON aLt48 OF BOX, ADD TO SERB Q ~ H O J O - - AS "~HO'NN OrJ STD. N0. 840.00. ~ ~ 0 ~ LL ~ ' ~ D D WATER FLOW SAG WATEB FLOW -s- _ I g~8rr z H ~ ~ D A' r CO'JS-RJr,~ ~;:~rH PIPE CROWNS A9ATCHI`JG. O O ~ ~ INSTALL 2" W'CCPIiOECS AS DIRECTCD BY TfIC ENGINEER. Z ~ z IfJSTALL STONE DRAINS, OF k MINIMUId GF 1 CUBIC FOOT OF NO. 'J8M STONE SP! A ~ Y--I ~ Cn ~ r ~ a. 0 LQ ~ r ~ ~ ~ i r~ r Elt z O PURUUS FARRTG RAG OR wRAP, AT FACH WFFP HOIF OR AS [7IRFGTFD BY THE FFIGTNFFR, O B 1 ~.2 rr ~ Oi 1 CHAMFtH :SCE tXPOSEU COHNEHS 1", GI v w ->A. Y DRAWING, NOT `U SCALC. ° j; n PLAN 1 r ~ ~g r N r ~'r- WITH GRATE & FRAME REMOVED - SECTION B-B [y era H BRIGK GOPiNG(INGIDEI ~ ~ m ~ O ~ m ` K G4PING(ZNCIDENTAL) ~ ~ ~ WATER. FLOW SAG ~ WATER FLOW o O Q t'1 z ~ TCP ELEVATIdN c D~ - w O m p~ ~ 1 -T4F' FI.EVATZ4N ~ ~ (A E' SECTION A A r" 1 sTO. Bad.is FRAM ~ ~ ~ ~ ~ fTI ~ ~ ~ - & GRATE TD. 1344,16 FRAME Z V ~ Cn 1 _ _ '((~```~j'' fjf~ BAR r~i H ~ ~ Z L_ TYPE "Fr' ~ rr rr TYPE "G" TYPE - E ~ ~ U- ~ s ~ TYPE E ~ Z A B ly./ Q ~ C? to d ~ '111 to ~ 9 rw Q ~ ~ RAISED FLOW ARROW rr o ~ A ` ~ ~ ~ ~ z P 'r NIGH 214 ~ ~ 1'11 z ~ p r r 1 B ~ ~ N C C 3 ~ - d _ ~ ~ ~ ~ ~ RAISED FLOW ARROW 2 ~ d C p ~ ~ ~ ~ " HIGH ~.~„i U ~t W o ~ ~ iB ~ i „ ~ Z W ~ iol ~ - C7 H ~ S7 ` ~ t ~ ~ ~ u ~ N z Q fJ ~ ~ r ri d 1 ?_L i ~ ~ rr ~ ~ ~ (13 ~ ~ - ca ~ _ ~ °ESS°%o ~ F-1 ,r ~ C~ ~ H ~ SEE NOTE -DOWEL~SEE NOTE) i ~EL SEE NOTE - .pF { } MAX. PIPE THIS SIDE 18" ~ _ ~ ~ ^Q~ 9~~° _ ~ 1 rr NW>~i mz~ L7 r ~ /a , ~ 1- G3 n CI,I ~ SEAL = r, ~ ~ SECTION X-X m p „ ~ ~ 9 1 ~ ~ m -n ~7EG r TV~ Y-Y ~ s 22613 = J ~ - ~ - ~r e ~ Q ~ ~ 1/ }r n r 1~~ R. 1 n W ~ ~ DIMENSIdNS AN DIMENSIONS AND QUANTITIES F6R DRQP INLET(BASED 4N MIN. HEIGHT, H} W ~ ~9~~NGINE~e`~c~ H ~'2 1~/4 1h$ ~ © DIMENSIONS OF ~DIMENSIQNS QF B(lX +~c PZPE _ ~ GUBIG YARDS DEDUCTIONS FOR C z 2'-1114" 2'-ii~l" ~ PIPES sPAN W: PIPE ~ SPAN WIDTH MIN. HEIGHT GONG. IN Fii'tX ONE PIPE ',~~~~FS"W"o"E~~~.`"~; 1~2rr ~ ~ rr ~~rr jTlr~rr D A BOTTOM WALL PER; r~TAL A B H GOHGRETE G. M . R . . SEAL SLAB FT. HT.j FOR .IHII 2 ~ ~ ~ _ rr 1 ~ ~ 12° 3'-O~, r HEIGHT, H 12" 3'-0" 2`-0" 2"-4" 0.222 0.222 i 4.592 4.415 4.425 rr ' 2 r~ 1~ SECTION A-A ~ rr 15 ~ 15" ,>r ~ 2"-3" ~ 4.648 0.023 4.436 8 18„ j 18"` ` 2"-6" i 4.743 4.433 4.449 HEET TYPE - F SECTION A-A HEFT 2 2 HEET 24" ~ S 2 Of 2 TY E S OF S 1 OF 1 3O" 3 -O 2 24" ~ 3'-4" ; 4.814 4.459 0.485 _ 34"` 3"-4" 2'-4" 3"-6" 4.222 0.222 ~ 4.925 4.492 4.127 SHEET 1 4F 1 ~~0~ 840.03 ~ r' 840.03 840.14 84C~ .1 ~ 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 840.14 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ v ~ m GENERAL NoTFS: a ~ m Z ~ H ~ ~ ~ -I Y<-~ MORTAR JOINTS - 1, g" THICK. F- ~ ~ -I b,. ~ _1 ~2 tt ~r _ ~ t+ ~ SATISFACTORY TO DATE 06.13.2011 ~ rt Z USE CLASS "B" CONCRETE THROUGHOUT. q ~ ~ ~ r-+ ~ rr ~ _ 1 ~~7,__ _ ¢ ¢ ~ DES JMKD oRw NJD cFIK JWJ ~ ~ z = ~ ~ 1 DEPRESSION C) ~ USE FORMS FOA GONSTRUCTIDN OF THE BOTTOM SLAB. ~ U y H o ~ rt ~ rr ~ C.~ ~N cr'~ i ~ 1 $ ~ H ~ C=R «PM/DM» CW/PV Q -1 ~ ~ ' m ~ _ _ - _ USE #4 BAR oOWFI S AT 12` CENTERS. IL ~ ~ ~ ~ ~ ~ r rr r a 2 ~ Hz~S ~ -7~1$ 1 -7S/$ H ~ X _ X DEDUGT FdR PIPES} FROM TQTFlL GU. YDS. dF BRICK MASdNRY. ~ pOC ~ N ~ ~ L1- _ ~ BRANCH MANAGER - - - i Z ~ D ~ m PROVIDE ALL CATCH BASINS OVER 3"-B"' 1N DEPTH WITH STEPS 12" W Q Q ~ ~ S ° ~ m ~ ' -~c W Q ~ ~ = CHIEF ENG/ARCH ~ z ~ ~ ( dN CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING B4d.Bfi. ~ C.a ~ ~ ~ _ { „ ~ ~ ~ ? ~ G I G ~ ~ ~ ~ ~ FIRE PROTECTION Z H ~ ~-'7T - - - USE 6RICK dR CONCRETE DLOCK WF{ICH COMPLIES WITH THE REQUIREMENTS W Z H'0 "i'i ° ~ ~ OF SECTION B40 OF THE STANDARD SPECIFICATIONS. ~ DEL ~ J O ~ r ;i 1; " i tt~ p J z Z z Z • ~ JJ ~ ~ ~ ~ ~ I ~ r"i ~ ~ H ~ C7 Q Q C') ~ ' ~ r _ ~ ~ ~ ~ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O H ~ A ~ ' D D - AS SfIOWN ON STD. Nd. B4d.00. D D tV FOR 8'•d" IN HEIGHT OR LESS USE S„ WALL. dYER B'-O" IN HEIGHT USE ~ ~ Q ' ' 12" WALL TO &'-0" FAUM TOP OF WALL AND B" WALL FOR THE REMAINING ~ C1 ~ p ' i i ~ ~ ~""i ~ ~ ~ U v J z ~ i fi'-O" QUAN111ES IO 8E AUJUSiFO ACCORDINGLY. ' d Z ~ li ~ ` EU~ z~o Z u i p = CONSrfiOCT WITH PIPE CAOWhIS MATCHING. ~ SECTIUN G-G rl ~ ~~z O P SAN UO NOT USE BRICK MASONRY DROP INLET IN LOCAT24NS SUBJECT TO TRAFFIC. i~r-~~~tr 1t°~~~x ~ ~ ~ ~ ~ ~ z w O Z WITH COPING REMOVED CHAMFER ALL EXPOSEQ CORNERS 1". ~ O FLAN OF FRAME `J w w? W I J d 7 UAAWING NOT Td SCALE. ~ 8, _ CAST I R4N L C ~ BRIGK GQPIN© f:I(CIQEPITWl.) (A J l U W 1 m TOP 6~EVanofl m ~ m PLAN OF GRATING ~ H o ~ o m J X J Z STG. sQQ.18 i { ~ ~ ~ ~ ~ cAST z~4N ° ~ ~ ; Q ~ ~ W Q ~ ~ i NnMP allu GNAIL ~ W ~ ~ 2 S /4 ~ - - - ~-~-r L -I H r ~!.'i z~° a Q w ~WW rz Z d' ~ z ~ ~ _ r~ rv M B_.. ~ B $~r R S„ ~ J n- ~ 111 o ~ Q ~nv, - _ 4z~ a ~ ~ ~ cr t•l '1 c -1 ~ ~I , Q Z ~ O ~ ~ o, _ ~ o ~ z ° ~ ~ Z r! - ~,F--~ rr tr ' rr C ~ D ' I ~ ~ ~ ~ ~ z? _ . ~ - LL NOi~ ~ ~ ~ D o ~ O o ~ ~ ~ I t ~t OC ~ ~ ~ rr ~ n 0 0 I' ~ ' ~ oc ~ 1 - 2 ~ 2~ rn 0 ~ ~ W '~~rt a-.~- 1~8~I 1~8rr_._ ~ _ _ 1f~tr 2 z O J ° - ° a sAR ~ F o~ ° ~ HZD ~r tnv; ADD ~ a a 2 - -o r ~ Mti~. rrF~~ N ~ SECTI{~N H H ~ rv ~ uu ~ z N v o N _ =M N 0,1 _ m m z SECTION X-X SECTION Y-Y ~ H ~ _ ~ ~ w w ~ p~ o ~ ~ ( J F"") H z W N J 0 O pIMENSIGNS AND pUANIITIES FOR pADP INLET(BASEp UN MIN. HEIGHT, H) Z D d , v ~ ~ ~ DIMENSIONS OF BOX & PIPE Cl18IC VAftDS CUfSIC YARDS OFfiUC7I0NS FOR j~ W '1 ~ ~ NiPE SPAN W1UIH M1N. HE1GH1 GUNGRETE fiH1CK MAS6NHY UNE PIPE ~+~~*E~ O~ RI _ - - ~ S"-134"" cv tv ~r-1~~rr CV CV ~ ~ W ~ V ~ ~ 7 GC c1~ ~ L O ~C~InL ~!'il;k ~ vIi U D A B H UO i TO[,9 ,vALL PLA Mnsort~w -on G.S. R. C, oQ- o ~ A Q Z SLAB F001 HI. ~dr~~. ti['.,tiT, ii ~ 19" 3' 0" 2' 0" ~ 2'-0"' 0.768 0.313 0.522 6.0?U O.Q37 ~ ~r®~rr ~r-err CC z J o U ~1~ w V , ~ ~ Q a LLJ 15`~ ~ / 2' 3~~ 0.268 0.313 0.600 0.031 0.047 ~ > ~ Z ~ ig" 2'.g° 0.268 0.313 O.67A 0.044 0.065 SECTION E-E SECTION F-~ ~a~ w a ~ 24'' t ~ g`-p" 0.268 U.313 d.[SJ5 U.078 0.113 c - - ~ SHEET 1 OF 1 3U' 9`-O" 2'-d" 3`-6 0.268 4.313 ~ 0.9~ 0.122 t}.170 $HEET 1 OF 1 SHEET 1 C1F 1 oZ° ~ SHEET(~1 OF 1 SCALE: N.T.S O 840.15 840.15 840.16 G 84`~ • ~ ~ EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~N,~ ~~~o NAVFAC DRAWING N0. ~~N ~~No DWI NG 840.1 6 12598721 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEETrj7 OF 305 ~Q~~ N.T.S. TYPICAL CP520 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o m ~ 1'-'" ~ m ~ cr, ~ GENERAL NOIES: H ~ Q .0 4'-p" ~ ~ UBE CLASS "B"` CONCRETC THROUGHOUT, ~ Q ~ ~ 7t I ~r " ~ Q ~ Z Q"~~ N z S/4 3~ ~ ~ ~ PROVIDE ALL GRATED DHOP INLETS OVER 3`•6" IN DEPTH WITH STEPS 12" F ~ ~ ~ w - tt _ - ;r _ Q ~ ~ . ~ = O r ~ 4 ~ ~ ON CENTER. USE STCPS WH'IGH GpMPLY WITH STD. DRAWING 840.66. H ~ C7 ~ ~ ~ -a- ~ Y tea= = ev ~ c~ ~ o _ ~ z x ~ OPTIONAL CONSTRUCTION - MONOLITHIC PGUR, 2" KEYWAY, OR #4 BAR DOWELS Ar ~ ~ ~ _ ~ m z x ~ ~ ~ ~ ~ ~ 12" CENTERS AS DIRECTED BY TH€ ENGINEER. ~ ~ ~ ~ - ~ -i ' ~ i ~ tl J ~ H ~ ~ J>' ~ m US€ FORM,; FOR THE GpNSTRUC7I0N OF iHF BOTTOM SLAB, Q 1'~' x Z ~ D ~ m ' ~ ~ ~ IF REINFORCED GUNCRETE PIPE IS „ET IN BOTTON~ SLAB OF BOX, ADD TO SLAB t[ H ~ ~ ~ -1.,~~ - x ~ x -p ~ ~ AS SHOWN ON STD. Nfl. B40.O0. I- x ~ z LJJ ~ _ ~ ~ 'k'i 1 4 - 1 ~ ~ 134"--~ - - 1-2~z~ r ~ r- - " G7 ~ H CONSTRUCT WITH PIPE CROWNS MATCHING. ~ ~ u- O J ~ G7 ~ H ~ ~ ( 2~~ O Op {lJ~~OJ " ~ D p 1 -7 MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTCM SLAB TO TOP ELEVATION ~ ~ D A I CV _ ~ _ O Q A IS 12 FEET. D~ ~ ~ r~ ~ ti N o E-+ ~ SE SH sH0 CL ~ ~ M ~ t n ~1 O ~ ' ~ ~ ~ U STANDARD FRAMES AND GRATES B40.22 I OWN), B40.24{ WN}, 840.20, ~ 4 ~ ~ N BETE APR 840.29, AND B4O.S3. ~ ~ ~ Z O Z GO C h p ~ SEE SlANOARD DRAWING B4p.25 FpR ATTACHMENT aF FRAMES AND GRATES NOT SHOWN, ~ r { ~ ~ o CHAMFER ALL EXPOSED CpRNERS 1". CV DRAwINr, NOT TO SCALE. N Y PLAN Z ~ ~ PLAN W ~ CRATE SECTIt}N Y-Y FOR S/g't o=A. ~c~LT w G!'kJC'RETC~ ~ ~,rki~~n ~ 1 10,E .~..1-~ ~ t~ H FRAME SECTION Y-Y a FRAME AND GRATES ~ Z ~ ~-CONCRETE APRON 4"` 6"---- ~ F ~ ~ cagy ~ TOP ELEVATION 1 y- SEALAN'F~ (1 ~ Q ~ 1 ScE DETAIL - 1 rt 1 ~ ~r 1 ~ tt 1 77 p t;~ r i F r f Z t tt C~ ~ 1 U1 v'. ' ~ _ i'4"`EXPANSION ? J LEJ ~ ~ x A N r ~ B Gn GLASS rrBa _ " MAIEHIAL - 1-t ~ x . -c,~ ~ 2 - 414 z t~t~ D ~_6~~ B„-_ B ~ CONCRETE ~ Z tL _ ~ . . , _ ~ coNr,RLrr _ F-1 ~ ~ - ~ ~ ANGH H BAR Q ~ ~ = 4 p 6 ~4 I OUTLET PIPE 0 E"'~ A 1 11 4,. +i 1 ~ !t ~ ~ ~ ~ ~ ~ Ul ~ O Z ~ ~ ' OETAII. ~ . GRATE SECTION X-X ~ ~ OUTLET PIPE 3" ~L SEE NOTE B~+ SEE NOTE Q = 7a ~ ~ ~ ~r {APRON SUPPORT NOTCH) D ~ ~ S'a .4 ~ MAX. PIPE THIS SIDE - 18 ~ Q = r ~ ~ SECTION X-X SECTION Y-Y ~ h ~ ~ CRATE SECTION X-X r~ ~ ~ ~ c~ ,,,,a,~~~~~",,, M tl9 F A r~i r ~ ~ ~ °FESS°%°°°'~9 ~ ~ H DITCH GRADE ~ N H i z °,QQ-~ ~9~ ~ - CI,I ~ = o SEAL _ III ~ k _ _ #4 BAR 1-f ~ ~ I _ 4 ~ ~ Si) - ~ ? r ~ ~r ~k k ~ k_ ~ ~W m 3 101 ~ J 'Q s e 22613 ~ = ~ MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP FNLET k ~ ~ ~ k 1 N z L ~ ~ k I ~ k W r ~ PIPE SPAN WIU[H HEIGHT . CUBIC YARDS OF DEDUCTIONS k ~ ~ ~ W r rr CONCRETE TN BOX FOR ONE PIPE k I I ~ ~ ~ ~Q F»-MEDIAN D. S . ~ 1t-11~t' PLAN ~ '~~~FS~wea~E,~`'~~``, v iBOTTOM H PEH H MIN, ~ k~ k « C~ D A B H j LAB FT. HT. TOTAL ;TOTAL G.~. R.G. 6 I'tI v ~ t - tt SEAL ~ N FRAME SECTION X-X - r~ " , ~ „ o 12 S -6 2 -O 2 -6 4.362 0.247 0.597 0.958 0.020 0.032 n tt ~ ~ 15"- ~ a'-a° ~ ~ z'-a" ~ , 2'=s" o.3sz , o.24.i , o.sss i . az1 ~ o. o2s o.a3s ~ DOYVE~ A ~ 18" 3'-8'~ 2'-0" 3'-O° 0.362 D.247 0.720 1,082 0.033 0.049 FRAME SECTION X-X ~voTE: 24" 3'-8' 2'-O" 3' 6" 0.362 0.247 0.8Ei5 1.227 O.U59 0.085 SHtEf 1 OF 1 ' 3O" 3' B 2' 0 G' 0.362 0.247 G.@SB 1.350 Q.092 O.k27 SHEET 1 OF 1 SHEET 1 OF 1 SEE STD . DWG . 840.25 SHEET 1 OE 1 36" 3' 8" 2'-0"` 4`-6"` 0.362 p.247 1.112 1474 0,132 0.178 840.18 84(}.18 840.22 ANCHORAGE . s4o . A=COM 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 840.22 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v ~ ° ~ 1"-B" Qm p Qm -s" ~ FI ~ F"~ ~ H _Q GENERAL NOTES: ~H SATISFACTORY TO DATE 06.13.2011 USE GLASS r`B`r CONCRETE THR{}UGHOUT. r- Q x H" ~ - - ~ Q T _ 1 ~TNREADED d ~ ~ H" ~ JUMBO BRICK WILL BE PCHMITTGD. CONCRETE BRICK OR 4" SOLID Q~~ DES JMKD DRW NJD CHK JWJ ?y ~ a 0 ~ ~ - ~ ~ ~ ~ ,-ANCHOR ~ , ~ ANCHOR z ~ x ~ y N o ~ r -n ~ ~ 1 ~ ANCHOR ~ H ~ c~ r m ~ CONCRETE BLOCKS MAY BE USED ZN LIEU dF CLAY BRZ{:KS. H ~ ~ C.~ «PM/DM» CW/PV o - / ' ~ H o m ~ x ~ GRATE AND FRAME -i'~ GRATE AND FRAME GRATE AND FRAME _ 1 " DIA. o o x ~ m z = ~ ~ -i ~ ~ H -1 Y PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH W'ZT:~ STEPS 12" -~~("i~ BRANCH MANAGER ON CENTER. USE STEPS WFIICH COMPLY WITH STD. DRAWIrJC 844.66. ~ O ~ _ ~'~~~m 1 r I uuQ~~ " ~'o~'~m USE #4 BAR DOWELS AT 12" CENTERS. W Q ~ ~ = CHIEF ENG/ARCH xmz~' - APPR VED xmzx' fA~C7 ~ ~ H IJy~Q USE FORMS FOR THE GONSTRUGTION 4F THE BOTTOM SLAB. ~ ~ ~ H FIRE PROTECTION ~ x ~ ct ~ CONCRETE EPOXY x z W z x o r+Or BRICK WALL uyF~p~ F-+~r ZF RFTrJFOftCFD CONCRETE PIPE IS SET ZN BOTTOM SLAB OF BOX, ADD TO SLAB E- _ ~ ~ ~ p AS SFtOwN Or1 SrD. N4. 84O.4d. tt) 1- ~ d J z ~ Q B t~=ao~ MASONRY ~oHQ c~~xZ CONSTRUCT WITH PIPE GR S MATCHING. ~ ~{~j}`~ ~ Z z Z U ~ ~ D WALL f PRECAST Z H ac ~ 1'-6" ~ CONCRETE • ~ ~ ~g° o MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION ~ H O ~ ~ H WALL ~ H -C H v IS 12 FEET. ~ H ~ ~ ~ U USE STANDARD FRAMES AND GRATES 840.22 { SH{INSV } , 844.24 { SHdWN } , 844.20 , F I.t.I ~ z ~ o Vj~ Z p Z ~ CONCRETE APRON 844.29, AND 844.33. r„ ~ ~ r , = L BRICK MASONRY CONCRETE PRECAST CONCRETE SEE STANDARD DRAWING 844.26 FOR ATTACHMENT OF FRAMES AND GRATES NdT SHOWN. w U z ~ O CONSTRUCTION CONSTRUCTION CONSTRUCTION z ~ O CHAMFER ALL EXPOSED CORNERS 1". ~ ~ w Z Y DRAwIr1G r,dT TO SCALE. w ~ J Q ¢ LLJ DETAIL SHOWING ANCHORAGE OF ~ PLAN OC1 ~Z~ ~ ~ N ~ FRAME FOR GRATED DROP INLET n SEALANT J ~ w ~ ~ FRAME AND &RATES ME AND fi,RATES GLASS 'rB'r 8., 0. ~ O m J X J H 7S m C7 A ~ _ _ _ ~ (f~ ~ ~ DITCH GRADE t TOP ~CONGRETE APRON 4,~ CONCRETE ~ ~ ~I-_ 4' APRONETE ~ ~ ~ z ~ ~ W Q ,---TOP ELEVATION 1 ~ Q ~ SEE DETAIL -t o t z ~ Q W O = H NOTE; PRECAST ~ Q ~ ~ - - - - - - - - -r - __T ~r r " r - i ~1 1/4'r EXPANSION ~ ~ z U ~ Q r 8 ~ cB. ,f $rr t, BRTCK MAT~RZA~... H ~ ~ ~ ~ z t? ~ CQNSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE z ~ ~ ~ ~ z n ~ r ' ~ ~ ~ _ _ 1 ~ MASONRY t 7 MASONRY ~ ..1 H U~ ~ ~ = CONSTRUCTION H W E- ' m U3 _ $ B ~ ~ OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. ~ p /r m ~s v Q, ~ ~ -•I 6~~ a"~ ~ ~ -mj CONCRETE ~ d = z ~ mm c~0~ _ , ~ ~ ~ ~ ~-OUTLET PIPE l ~ ANGHOP. ~ M 11 ~R ~ Z \ M V _ _ _ ~ Z o H CONSTRUCTION to ~ ~ O _ .p. m : _ r ~ ~ r - ~L~ee I E c. [IETAI L ~ W ~ ~ o ~ ~ _ ~ rt r ~ ~ ~ ~ p 3_ `-SEE NOTE ` SEE NOTE Blt t~1tX. PIPE THIS SIDE - 18" {APRON 5Ut't'QEtt NOTCH} ~ ~ o m 4 Q ~ LLI ~ SECTION X-X SECTION Y-Y G1 ~ Z ~ J ~ ~ ~ W Ci y 3 BRICK MASONRY ~ H ~ ~ t /8 DIA. „ CONSTRUCTION ~ w ~ ~ H ~ C'3 ~ ~ -R H 4 ~ 4 F..E r D IV v DITCH GRADE ~ ~ w W ~ ~ x lg" DIA. 3/ rr Sf,'t z p ~ v N o n 8 b VJ 2 m m D ~ as - - a~ I H = a z ~ 0 3 QIA. DIA. ~ U U L z r` _ - - _ ~ #4 BAR H > W w J ~ Imo ~ zZY -1 -n ft ~ t3 m 0 ~ ~1 ~ 1 O ~I W ~ U ~ d M2NIMtDII DIMENSIONS AND QUANTITIES FDA. BR2CK GRATED DROP 2! m 1 f4 ~ -d ~ .K GRATED DROP 2NLET _ r i ~ ~ 1 r N ~ w i ~ i~ r r ~ Y ~ J N Z ~ ~ C!. Y7 uh CU. YU. Oh BH1CK o m FRANIE AND GRATE INSTALLATION m I~ PIPE ~ SPAN ~ WIDTH HEIGHT ~ ; Bt31cK nFnucTloNs ~ ~ ~ i - r ~ BGh TOTAL FOR nNr. RIPE i i w V w ~ NIA NRY AN H R N RFTE AN H R PRECAST ~or~~ ~~k~ MnsoHRY TN aok CUOTY~D o SO CO COG CO CU. YD. I ~ I i--GRATED D.I. 6x~ ~ 1-1 ~ ~ z ~ O L~ YTAL H IN BOX G.S. R.C. i ~ ~ J U ~ / Z 1r 3~ "r FOR NORMAL CROWN AND ~ D I A I B H gSLABkd H PER TOTAL H IN BOX S/B DIA. BOLT WITH PLATE 8 DIR. BENT BRR CONCRETE ANCHOR ~J .83~i 1.146 O.0?p 0.03? ~ w J ~ o D R~ SUPERELEVATED SECTIONS 12° ; a' s~' ; 2'-G~~ 2, 6,' ~ u.~o9 ~ 0.346 Q,s~6 1.14s i /8 DIA. BENT BAR 1s ; s -s' ; 2"-p 2 y , p.aus u.sas p.y2~ 1.za2 DOWE1. rrAa ~ Q ~ z .y23 1.232 d.d2s o.4s6 ~ ~ _ a 18"_ s'-a" _ ~ 2"-p," s'-r" r~.3a9 n.s4s 1.ao9 1.s1a _t?G9 1,s~B a.oss o.n~9 _ ~ Q ~ ~ 24' ,~'-t~' 2 -n` 3'-s" n.:1os n.34s 1.211 ~.~5~0 - .211 1.520 o.o,s n.n~1~ w Q o z ° ~ .384 1.693 0.092 0.127 O SHEET 1 OF 1 SHEET 1 OF 1 5HEEr 1 OF 1 au" a~ s" 2~ o 4 o; 0.309 o.34e 1.x84 1.693 ~ ~36 ` ~ 3" 6° ~ 2~ O'" 4" 6 Q,309 p.346 1.55~866~ 55~=866 0 32 0.178 SHEET(~1 OF 1 SCALE: N.T.S 840©25 840D25 844.27 - - - - - - G EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~~o NAVFAC DRAWING N0. ~~N ~~oNo DWI NG 840.27 1 2598722 T w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEETrj8 OF 305 ~Q~~ N.T.S. TYPICAL C P521 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o m E ~ m E a GENERAL M11C?TES: ~ ~ n i A rr OPTIONAL MANHOLE ~ N ~ CHAMFER ALL EXPOSED CORNERS 1". E--r~ E USE CLASS 'rB" CONCRETE THROUGHOUT. ~ ~ ~ l Q N ~ dPTIdNAL bdANHOLE ~ ' GENERAL NOTES: ~ f- 2 ~ ~ ~ Y- R° dANIJOLE ~ USE ?T4 E3AR DOWELS AT 12r` CENTERS. ~ ~ _ /a r~O~CI'3 iY n C ? H~C7~ r~~~N r~ n MORTAR JOINTS 1i2r7 + 1/$+r THICK. i--r ~ C'3 O tl J H rn O ~ ~ i ; 6 CHAMFER ALL EXPOSED CORNERS f LL ~ H z rn ~ _ -I r t-r ~ A USC Ct A55 "R" CONCHCTC TI IHOUGI IQUT, ~ a Cn = H ~ p' ~ ~ { - coNC.AVE Too ALL EXP(}SED JOINTS. n- _ _ ± OOr~~L ~ ~ ~ ~ ~ ~ ~ m ' OPTIONAL CONSTRUCTION MONOLITHIC' POUR 2" KEYWAY OR W Q ~ ~ _ ~ ~ ~ m ~ ~ ~-rIDD X X ~ Q =~Dy, USE FORMS TO CONSTRUCT THE BOTTOM SLAB. Lt1~ Z ~ ~ ~ i Q JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR Orr F- CJ ~ O O D z ~ n ~ - ~ ~ ir4 gnR DOWELS AT t2" CENTERS AS DIRECTED BY THE ENGINEER. ~ U ~ ~ C~ ~ ~ _ ! _ _ ,_o- cn o ~ Q I~ I Q cn o _ ~ ~ - - - ~ m v ~ i 1~ P;F EOHMS f0 CONSiHUCi THE HOIIOM ~IAH ~ ~ z = ~ m ~~~r'11 ~ ~ I z W ~H~r~ ~ ! I SOLID CONCRETC BLOCKS MAY BC USED IN LIEU OE CLAY' BRICK. Q ~ r--~ i ~ j 2 z p ~ m I Boa I ~I~ (.~!-~OJ O u-i sw ~ ~ ~ ~ ~ ~ if - ~ a ~ ti , ~ IF REINFORCED C6NCRE-F PIPE IS SET Ud BABE SLAB OF BOX, ~ bra ~ ~ ~ ~ M - ~ - m y w ° F~ ' ~ Lei FOR 8 -0' IN HEIGHT OR LESS, USE f3" WALL. OVER 8'-O" IN {!J f- ~ O ~ m 1 ~ ADD TO BASE AS SHOWN UN STANDARD N0. 84U.OU. Cn Z ~ ~ a 4 r. O - -I Cr -1 ) r I ~ m ~ ~ ~ HEIGHT, USE '2" YYALL -O 6' 0" FROh.1 TOP OF l"J;LL, HP-JD Srr 'IuALL ~ O ~ Q u ~ FOR 1HF RRdATNfNG 6'-0'~, ADJUSI DIMENSIONS AND QUANTTIiFS Z H ~ ~ ~ i J® , i PRONTO[ ALL JUNCTION BOXES OVCR U -fi" IN DCPTH WITN STEPS H ~ ~ ~ ~ ~ ACCORDINGLY. ~ ~ H o ~ ~ ~ r I , 12' ON CENTERS IN ~CCORUANCE WITH STU. NO. $40.66. GL O ~ Q ~ -k- O I 4 ~ ~ S3 - - - - - - - IF REINFORCED CONCRETE PZPE IS SET IN BASE SLAB OF BdXr p ~ ~ a ' 3'~ 3n ~ ADD TO BASE AS SHOWN ON STANDARD N0, $4fl,O0. ~ N z C" ~ i. ~ ~ Z $ B' ~ 3~w ADJUGI THE STEEL, CONCRETE AND BHICk MASONRY OUANTITILS ~ - ~ TQ INCL(IDC THE ADDITI(tN OF THC MANH(1LC (I. C. DIAGONAL QAHS Y~- ~ F'ROVIUE ALL JUNCTION BOXES OVER 3~-Srr IN DEPTH SVITH STEf'$ 0 }r SEE STANDARD $40.54 ? C SHUHIENEU AHOUNU UI'ENINU iN {OP SLAB, ADDITIONAL VARIABLE SCC S NDARD 84U.54 lt4 BARS "h`r 12~' ON GEP~I-CRS IhJ ACCORDaD:CE ;"i=~H Ste, NO. t3T0.66. A FOR MANHOLE DOVER & FRAME A4 BA.HS "A" HEIGHT BRICK MASONRY, OPCNING IN TUP SLAB,) PLAN TA PLAN OPTIONAL SPACED O° FOR Pd~4NHOLE COVER 8~ FRAME SPnCFn 6" FRAME ADJDSf IHE SIEEL, GONCREIE ANL1 BH1CK MASUNRY OUAFJIIlIES ~ C. TO C. N C. IQ G. MAX. DEP1H 0E1H1G STRUCTURE FR(M!"I(YP OF BOTTOM SLAB TO TOP OPTIONAL 1 BRICK MAY BE USED ELEVATION FS 12 FEET. TO INCLUDE THE ADDITION OC THC MAfJHOLC . L C. DIAGONAL BARS ~ SHORiENtU AHOUNU OPENING IN i0P SLAB, ADUIILOPJAL VARIABLE J r0 nDJUST FRAMF ? BRICK MAY BE USED TO 6v ADJUST FRAMF & CUVFR DOVER TO SURFACE fi~, TO SURFACE ELEVATION MAX. 1` TO HCIGHT BRICK MASONRY, OPCNING IN T4P SLAB.) ~OVFR -l ELEVATION M4X, 1 ~ aTLUtJ ~IAX. 1` MAX. DEPTH OF THLS STRUCTURE FROM TOP OF BOTTOM SLAB TO f TOP ELEUA~ i0:d 1S 12 [LET. m ( i.~ #i 4 BAR ~ m t ~ I ~ I HFkI HFAUtR ~ C'! ~ r, ~ i p ~ z cau , z ~ OUTLET PE couRSES ~ ~ p r-.. F ~ #4 BAR ~ - H ~ ~ - - F-4 ~ OUTLET PIPE n i- - 3 Z p w s ~ -1 ~ Z ~ r: - OR ~ 1Y2rr ~ Z Z ~ ~ S p ~ - mow I _ ~ z m O w _C_ Err E flR F _ ~ ~ z H ~ Z~ A ( ~ 0 6 - ~ 4. ~S~ I I- ~ 6r,~ Q ~ ~ GI) ~ a . . = ~ -I ~ rNLEI_H~PE SECTION H Q 4 a ~ ~ _ I IT1 g" i ~ F- ~ ~ ~ p INLET PIPE ~ 4 z a a ~ p RR DOWEL, o ~ L a-. . Z V-L OR u-D -I Z " • . zH o 7°'~Go ~ I G B +16rr ~ SECTION ~rr~,l--I o H ~ ~o~~, SECTION X-X °z~Cco cozp - c z C~ d 3~~~ SECTION_X-X OUTLET ELEVATION G-~ OR Q-D DtJWE~ ~ ~ T ~ . ~ Z is DIMENSIONS ANQ QUANTITFES FOR CONCNETE JDNCTFON BOXES i p ~ ~ ~ ~ ~ ~ S'a DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES t~ ~ ~ ~ Cd r ~ DIMENSIONS OF BOX AND PfPE z ~ = r SEE STANDARD $40.54 C7 REINFOROEMENT j TOP SLAG ~gIC YARpS TOTAL QUANTITIES DEDUCLtONS FOR ONE d ~ 4 ~ ~ Q FOD MANHdIE COVER $ FRAME a DIMENSIONS OF BOX AND PIPE ~ TOP SLAB CUBIC YARDS pEOUC'iICNS FOR ONE ~ = a``~aaaarCARrr~~~',' FRAME REINFORCEMENT ~ pIMCNSIONS PIPE CU.YDS, Q ~ E' RAN 0</ ~ ~ 6" i PIPE SPAN WIDTH HEIGHT BARS "A" DSMEN6iOhlS IN BOX BOX AND SLABS PIPE CU.Y[7S, I I- O 30 ~ ~ ~ ~ `i - t!3 F ~ H ~ Z A BRICK MAY BE USEU TO i PIPE SPAN WIDTH HEIGHT BARS GONC, BRICK MASONRY f O tED TO t!a ~ ~ °ESS°°° ~'9 H ~ ~ ~ 1~ " X 6"' TOP BOTTOM ARlL! LBS. OU. YDS, W ~ ~ -p = ADJUST FRAME & COVER -Q = .Z H ~ EXP. JOINT D A B H NO. ,;LENGTH I E F SLAB SLAG Ff. OF HT. RE1NF MIN. "'H„ C.S. R.C. i ~ ~ m O ~ H z T4 SURFAOE ELEVATION MAX. 1` COVER TOP Jl MIN. MALL PER ~ e~OF /ON9 ~ , r~ i rt r- rr `ATION MAX. 1r D A B H NO. LENGTH i E F BOTTflM HEIGHT FT. HT. C.S. R.C. _ ~ _ ~ _ aQ s ~ CU. YD, CU. YD. CU. YD. {j~ M H w- SEAL = r ~ ~ fir, I •I B„ 12" 2'-0" 2'-0" 2`-3" 12 2 -9 3`-0 3 O 0.167 0.167 0.1$5 22 0.750 0.015 i 0.024 I r-'r ~ ~ ~ ~ ~ 1~" X EXP. JOINT m ~ ~ :NT 12" 2'-pr` 2r-Qr` 2r-8" 12 3'-lrr 3r-Orr 3r-4" 0,412 fl.591 fl.263 O.fl2D fl.fl32 ~ /y~~y~~ s 22613 r t rr r rr r n r x r rr r rr ~ W - ° ° _ ~ -{1 15" 2'-3"' 2'-3"' 2'-6" 12 3"-0"' j 3'-3" 3'-3'" 0.196 0.196 0.204 24 0.902 0.023 0.036 j " -{1 6" '~I - . i ~ a 'I ~ o _ 1$ 2 -6 2 -6 2 -9 14 $`-3" I 3`-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 I ~ ~ rr _ i 1S 2 -0 2 -0 2 -6 12 3 -1 3 -4 3 -4 0.412 4.657 0.263 0.031 0.047 18" 2`-4r' 2`-~" 2'-9" 14 3`-5" 3r-$" 3`-8" 0.49$ fl.$14 0.296 0.044 0.065 W v9 °~NG I NE~e`°~ ~ LU :II t~ g' - - r i 24" 3'-0" 3`-0" 8'-8" 16 3'-9° j 4'-0" 4'-0" 0.296 0.296 0,259 40 1.434 0.059 i 0.085 j r- 2jF 24" 3'-0`r 3`-0" 3`-3`r 16 4`-1" ~ 4`-4" 4r-4r' 0.695 1.176 0.362 0.078 fl.113 S W.° JET Cj B 6„ ro ' , 30" 3'-6" 3'-6° 3`-9' 16 4`-3" I 4`-6" 4'-6" 0.875 0.375 0.296 51 1,$60 0.092 0.127 i I t II x 30 3 -4r' 3`-4" 3'-9" 16 4`-5" 4'-$`r 4`-8" 0.807 l.4$1 fl.395 fl.122 0.174 ~~'rr'r°011aaaa`` ~ i 36" 4'-0" 4`-0° d'-8" 20 4'-9° j 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 i 0.178 j ~ - j 36'r ~'-0'r 4`-O" ~'-3'r 2O 5`-1" ~ 5'-4" 5r-4r' 1.053 1.959 0.461 0.176 fl.23$ sEA~ 6rr 3,r r~ r ~ ~r - r ~ r ~ r B EE N TE ~L i 42 4 -6 4 _g 4 -9' 22 5 -3 i 5-6" 5 -6 0.560 0.560 0.370 77 2.$78 0.1$0 10.243 42"_ 4 $r' 4`-$" 4r-9r` 22 5`-9" i 6`-O" 6`-O`r 1.333 2.503 fl.527 0.24fl fl.323 48" 5'-4" 5'-4" 5'-3" 26 6`-3" j 6`-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 i 0.317 j rr rr r, ~ ~r j 4$" 5'-4`r 5r-4`r 5`-3`r 26 6`-5`r j 6`-8" 6`-8'r 1.646 2.940 0.580 fl.313 fl.422 SECTION Y- I i 54 5'-10 5'-10" 5`-9" 28 6'-7 i 6'-10" 6'-10" 4.565 0.865 0.444 126 4,2$3 0.297 j 0.401 i 6 i 3 QpyyEL i 54r' S'-1fl'r 5'-1O" 5'-9" 2$ 6'-11" i 7r-2" 7'-2'r 1.902 3.502 0.609 0.396 fl.535 6O" 6'-6" 6'-6" 6'-O" 30 T-3" j T-E" T-6" 1.042 1.442 0.481 145 5,090 0.367 0.495 j SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 dF 1 SECTION Y-Y 6fl" 6'-6`r 6r-6" 6`-3" 3{} 7r-7rr j ?'°10r' 7'-10`r 2.272 4.113 (}.65$ fl.4$9 {}•66t} gHEET 1 QF 1 66" T-1" 7`-1° 6'-9" 82 T-10" ~ 8` 1" $'-1" 1.210 i 1,2101 0.5i$ 169 5,917 0.444 ~ 0.5$9 840.31 - 840.31 840.32 i 66" 7'-1'r 7r-i" 6'-9" 32 8'-2" $'-5" 8`-5" 2.624 4.77$ 0.708 0.591 0.798 e~t~ ~~0~ ~4~ ¦ s7L 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 840.32 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N,T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ 6rr ~Lr 6,r 6„ rWr 6„ z °m GENERAL NOTES ` m ~ - - © Q r..r I i E1 ~ H ~ * ~ ,~W n ~Q THIS PRECAST BOX MAY BE USED FOR THE FOLLOWINt OPENING SHALL BE `L` DR `W` + 1' O„ O{F} F"' ~ SATISFACTORY TO DATE 06.13.2011 HE FC}LL4WINCLOCATED AS REQUIRED Q ~ z z 1 ~2 CLR , TYP . - z ~ H ~ ~ ~ STANDARDS: 840.01 840.02 840.04 840.05 84t ~4~.{~J~ $~(}.1~a ~ g #4 REHABS - Q~S DES JMKD DRW NJD CHK JWJ ~ cn o ~ ~ ~ H #4 KEBABS o \ ~ ~ _ ~ cn o D ~ o ~ ~ ~ ' #4 KEBABS g ~ • , ~ `,,',`o, ~ ~ U ~ N o ~ 840.12, 840.14, 840.15, 840.17, $40.18, $40.1 E ~ a - H C~ ~ «PM/DM» CW/PV 0.1~ 8401.19 '1 io ~y ~ U„ CENI~ERS ~ m° -1~ ~ ~ ~ H ~ ~ _ ~ o © = H z ~ = 840,26, 840.27, 840.28, 840,31, 840.32 AND 84t AND 840 . ~ p. - ~ O O ~ _ ~ BRANCH MANAGER I , t I. r ~tA ~ ~ * 0 0 ~ n ~ W ' I I ' ~ ~ o p C^j INSTALL PRECAST DRAINAGE STRUCTURES AND PAY z-~Dx,m t I'' t t ~ ° THE PATTERN OF THE V , ~ ;'.r ~Q¢~-~ z-~Dpm S AND PAY ~ . #5 BARS t.iJ Q ~ t.i- = CHIEF ENG/ARCH ~ aQ ~ I I' m - I I m - KNOCK-OUT ~ r' q ~ ~ oo z ~ FOR IN ACCORDANCE WITH SPECIFICATION SECTION E ON a~. E{`+TI{}N ~1~'{} , I ~ OPENING ~ CC ~ H FIRE PROTECTION ~ STEPS t J H ~ _ ~ o ~ I I a I I I : ~ ~ / ~ I- z ~ Z j Z ~ ~ o ~ * DO NOT PLACE PRECAST DRAINAGE STRUCTURES ~ o r I rr , I . , 3rr , PANELS ARE SNOWN j ; % ~ I- o ~ ri o r cTURES SECTION C-C c~nT o"' ~ ~ z a B o 3 °C x ~ x ce~-~ ~ ~ H UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURS ~s~z I'. ~ a I I' } FOR ILLUSTRATIVE / ~o~¢ c~~~z L BE DETCIURED . ~ #5 BARS ~ p o ~ ~ Z ° z ~ ~I II. I I~. ~ ~ * ' ~ y D ~ rr ~ PURPOSES ONLY . z , H ~ y USE 4000 PSI CONCRETE. ~ ~ OPENING ~ ' ~ ~ N ~ o J ~ ~ ~ H 3 #5 KEBABS 12 I #5 REHABS a H ~ ~ PROVIDE ALL REINFORCING STEEL WHICH MEETS AST H MEETS ASTM A615 F{}R ~ ~ ~ ~ ~ ~ 0 ~ Q p z ~ CENTERS (TYP.!: ~12"CENTER ~ ° z a GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO r, - - , s * N~ORMING Tf7 ASTM A185. ~ z ~ ° U LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR L UI~ SLAB FUR WAFFLE WALL ~ l h ~ ~ w ~ fi" M1N~: w V z ~ O z v ~ o~ . STRUCTURE TO 10' 0'r • LIMIT SOLID WALL STRUCTUR SECTION 'A-A' ~ SECTION 'B-B' ~ ~ ~ ° . ALL STRUCTURE v - ~ ~ ~ w O Z~J Z C!1 ~ _ ~ , * ~ ter + r_ ,r D PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Srr aLr Brr ~ ~ LLJ ~ ~ 7 ANCE WITH ~ LLB L r ~ - 1 O _ ~ ~ ~ 4'~ ~ ~ OSHA STANDARD 1926.704. ~ w Z v Z , . r~. ~ ~ ~ ' * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE ~ ~ s.'.. , , ~~IP~ ~ ~ 1° 'd. ~ ~ Pi1I RflVIDE PLAN TOP SLAB ~ ~ _ ~ ~ ~ Lv ~ H 1't'I m ' ~a ~ ~ ~ CSR. {TYPJ - , ~ ~ ITT m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WAl T WAFFLE WALL STRUCTURES ~ ~ ~ ~ ~ z m ~ X J ? F., n~ A p A rr ~ ~Z n i #4 R BARS J C 1 MIN. ~ ~ ~ ~ U F ~ BO THAT PIPES ENTER THROUGH THE ~Ch.,~~ >Q~ ~ W Q ''"~o ~GLR,TYP J ~-U"^' m~'o r o ( 1 :-v i{ WAFFLE WALL ISOMETRIC VIEW J r KNOCKOUTJWAFFLE PANELS ONLY. PIPES MAY ENTER s MAY ENTER THRt1UGH , , r CORNER CUT C}ETAZ L ~ ~ z ~ ~ a ~ ~~H r; - - Z~H 0 ~ ~ ~ 4x4 W4xW4-', z (y; ~ ~ THE CORNERS OF SOLID WALL BOXES IF A MINIMUM t A (~TNI~IUM OF 6" OF , _ ~ { SO~Z D WA~~ ROX ~ ~ ~ ~ ~ ~ ~ o z ~o ~ WuVF (LAP .~-#5 KEBABS ~ 12" ~ F ~ p z WALL IS PROVIDED ABOVE THE HOLE. p p ~ ~ a- WWE 6" ON- 1' ' CENTERS {HORIZ. ~ r ~ it'y r ~ t/1 ~ r ~ ~ ~ W ~ * ALL ELEMENTS PRECAST TO MEET ASTM 0913, ~ ~ TO KEBABS) j ' & VERT.~/ ~ ~7 ~-1 0913 , ayr y. ¢ ~ a ~ ~ Q ~tr `L` LrR t*'r 6t7 ~ Z c } ~ J Z * I ~ ~ ' ' L~~ USE tNITH ~ 6LI tL p ~ 7'' FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH Ct z ~ , r ~ 9 R STED WITH CONCRETE :t; © ~ ~ ~ W ~ ~ ~ O ~ { T" ' 4' X 4` & LARGER ~ ~ p ~ ~ N O OR BRICK TN ACCORDANCE WITH STANDARD 840.25. #4 KEBABS ~ Z J RD 840.25. ~ Z ~ ~ ~ ~ DRAINAGE STRUCTURES , ~ ~ ~ '4 ~ m Z * r r+ ~ ~ - Z ~ G~ ~ PROVIDE PRECAST STRUCTURES OVER 4 -0 IN DEPTH ~ ~ ~ u 5 r TYPICAL A o D c7 B L 6 f ~ ~ ~ ~C1`r IN DEPTH WITH ? ` 1 rr CtR 6„ CENTERS ti #4 KEBABS ~ Q Z till - W ~ ~ o ~ _ _ Q - ; ~ H p ~ STEPS A5 DIRECTED BY THE ENGINEER. 1 r` 6" CENTERS - ; ~ ~ _ ~ ~ C~ Z O J ~ ~ ~ v Q Q z Z ~ ~ * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REE3~ r ~ WAFFLE WALL PLAN VIEW SOLIQ WALL PLAN VIEW ~ Q o TED FOR REBAR AS LONG GAR °c' m ~ ~ , „ , , 6+r ~ ~ ~ ~ ~ ~ ~ ~ AS THE SAME AREA OF STEEL TS PROVIDED. ~ ~ _ s L 6 6 W ~ D v a to ~ * ~ ~ ' . H m ~ H SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER RueaER PRECAST RISER PLAN ~ Q W N U o D ~ z ~ _ N ~ ~ z BASE CONFORMING TO FEDERAL SPECIFICATIOIJ SS-S~ o r 1 MIN. CLR. ~ - 1 MIN, CLR. - ~ ~ ~ ~ ~ ' . p...',.: ~ r AASHTO M-198, TYPE B - DUTYL RUBBER, CATION SS - S- ~1 P"I~_EAT......._R_Z__E_R........_C~_ETAI_L = ~ ~ w J R• t1 p ~ ~ ~ Q W N o ~ ~ I 4x w _ z U ~ ~ d LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR SIDE CLEAR °p ~ t ~ ~ V ~ w ~ m ~ ~ ~ 4x4 W4xW4 i ~ 4 WWF {LAP ~ J q ~ ~ ~ ~ ~ , ra ~ ~ ~ ~ DIMENSIONS QF 6"-O" X 5' 0". ; ~ r m- E T 7, o ~ WWF LAP WWF ' m - WYVF 6 ON- Q ~ ' . ~ ~ * THE OUTBID. PIPE DIAME ER PLUS 2 OR THE OPEC ~ ~c~~ ~ Z ~ o Q OR THE OPENING - `'u. n ~ ~ O A O m n ~ Q ~ T(7 KEBABS) r~ ` 'r..'.`"" RI ~ 6 ONTO FEBARS j H m ~ a . 4'. , , , '~3 ' REQUIRED FQR FRAME AND GRATE IS THE MINIMUM S1 E (~INI~IUM STRUCTURE Srr err w J o OU s 1 ~X .v.,. ~ ~ a -#5 KEBABS ~ ~ ' SIZE WHICHEVER IS GREATER. - V ~ # EBAR rr ~ rr ~ ' ~ 5~ R S 12 ,12 CENTERS ( USE MANHOLE FRAME AND COVER AS INDICATED t)N TE' TCATED ON THE PLANS. ~ ~ ~ z o, CENTERS (TYP.} (TYPICAL} v. REINFORCE OPENING AS SHOWN ON THIS SHEET. o i SHEET. SECTION VIEW SECTION VIEW w Q ~ a SHEET 1 bF 2 1 ~ SHEET 1 (TF 2 SHFET 2 OF 2 o Z ° ~ SECTION 'C-C' SECTION D-D ~ SOLD WALL ISOMETRIC VIEW OPTIONR~ JOINT DETAILS SHEEaT[~2 OF 2 scALE: N.T.S 840.45 ~ - - 840.45 840.45 G i • EPROJECT No.: 796542 CONSTR. CONTR. NO. ,o~,~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~No NAVFAC DRAWING NO. ~~N ~~NO 1 DWI NG 840.45 2 OF 2 1 2598723 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ A4 SHEET 59 of 305 ~Q~~ N.T.S. TYPICAL C P522 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE ~ m NOTES: 2 IF SPECIFIED. F+~ ~-0 INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF ~ ~ STATE USE OF SYSTEM ON COVER E' Q G ~ STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MA +1STDE FACE OF STRUCTURE WALL. ~ ~ 3ATION, OR MATERIALS FROM THOSE SHOWN ta1AY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED F- Q ~ ~ ~ ~ W R S RM lE F ~ ~ ~ ~ ~ THE ENGINEER WITH QETAILS OF THE PROPOSED STEPS ANO 3ED STEPS AND HAS RECEIVED WRITTEN APPROVAL FRO~h THE ENGINEER FOR THE USE OF SUCH STEPS. D~o~ ~ ~ (T.E.: SEE TO DRAIN, E GTRTCAL} 2~z~ ~'r~+~o ~ ~ 2 H c7 ua ~ ~ ~ ~ lt..--I ~ H z rn ~ _ -I H~~~ C? N ~ ~ TOP OF COVER a ~ ~ ~ ~ t]C ~°D~rn 4 wQQw= =oDt~m ~z~ ~o~ ~ ~ ~ r ~1 1 \ 1, ~ {Z- ~ IJJ ~ H -D Ti - {1.7~~QJ = ~="~w 2~~ ~ 1 1 _ ~O~Q C3~~2 ~ O ~ '~C D~ ~ ~ ~ ~ D~ m ~ ~ ~ ~ ~ ~ O fli ~ ~ f -----ri - ~ rr O} ' r ~ r^^ ~ f--- ~ O ~ ~--------11L -CE..~ ~ _ ~ ~ ~ a 1 W - - E ~ z ~ ~ Z ~ ~ ~ „ R ~ U N ~r ~ ~ ~2 1 ~ j BOTTOM OF COVER - t"_ PLAN ELEVATION \ R PLaN IDE S SIDE ELEVATI! ; ELEVATION PLAN OF COVER p ~ ~ r ~rn ~rn ~ti D ~ PLAN OF FRAME o W z s- z~ w r H r ~ 1 -111/2 ~ ~ r= ? C CAST IRON CAST IRON ~ ~ m 2'-iii" ~ ~ ~ ELEVATION ~ dz m~ ELEVATION ~ tt1 Q ~ '~'1 ~ 1'-115/4" ~ Q D ~ ~ r'' Z ~ 0 ~Z s;k ~ cv ~ i~s 13 ~t ~ 'is _ C? ~"Q 1'-171r pW ~O D 01B ~ [c ~ A ~ ~ _ ~ , ; - #6 BAR UR - . m p o v ~ 1 z t'~ i 3/ 1 rr _ ~ BAR ~ o~ I p r, TYPE #1 _ d p ~ i ~ GALV`D. ~ ~ `~a~~~iu~~~~~ 1~rr `.~~~~~N CAR / I- Z 3~ 3 r, ~ 2 tt~ ~ A ~'a" to W ~°RFESS°io~~'~ ' r \ - c~ N ~ ~4~ ~ r~ ~ e ~o ~%9 SEAL 1 ~ , 4 ~ 1 i -1 a~B ~ s ' POLYPROPYLENE ~ ~ - 22613 - < -n ~ ~ i ~ Z -1 ~ PLAN SIDE m ~ r-2 ~ \ ALTERNATE ~ ~ O ~ ~ SECTION B-B ~ 'p ~ ELEVATION DE PLASTIC SIDE ~ ~ = kTION ~ , c E ~I - Y$ ~ g' ~ ~i COMPOSITE SITE PLAN ELEVATION ~u Q ' ~~y~F ~ N W. J E ~'s 2 -O~ ~ MINIMUM WEIGHTS LBS. ~t \ ~'~~~~~sa~~~~~~.. 2`_91„ i ~ FRAME - 1$0 f l"°`` _ REINFORCING STEEL sEA` GOVER - 120 ~ f ~ ~ 12" 4 ,,t ,,t f ~ r r SECTION A-A ~ TOTAL 300 ~ ELEVATION /r NOTE: \ 1' SPECIFICATION #3 DEFORMED 3 DEF{7RMED ' 12" DO NOT USE IN ~ CLASS 30 IRON MEETING STEEL ROD SHEET 1 OF 1 ~ ~ ~ SHEET 1 OE 1 SHEET 1 OE 1 FEEL ROD SANITARY SEWER MANHOLES. _ TYPE #2 ASTM A-4$ SEA 840.54 84(}.54 $40.66 SECTION A-A E~EVATI£}N SHEET ~ c~F 1 A=COM $4C~ . f $ 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 840.66 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL m p m 4XD OUTLET W/DITCH {3UTLET W/O DITCH Z t~ Q-17 H} QH~ D CLASS `B' RIP RAP CLASS I RIP RAP I CLASS `B' RIP RAP®~CLASS I RIP RAP ~ yam,. SATISFACTORY TO DATE 06.13.201 1 ~ ~ 12 12 ` ~ F- Q ~ ~ ~ TONS F^ S~TONS ~ ^ " TONS~FRRFi< i Y TONS Fem. R <i` - ~~_Y_, <<~_,-_, ~s_v t,_„_s DES JMKD oRw NJD cHK JWJ 12 " 2 5 5 2 5 1 ~ 2 i 4 ~ aC ~ c.~ «PM/DM» CW/PV ~o~'-I~ w~©N ' r-o-n~v~ H~-IZ~ BRICK °g op~,° o d~~' ~ O©~s ` H2~S~ 5 ~r ~ 7 7 7 ~ 5 ~ ~ ~ ~ _ ~ BRANCH MANAGER y3 Q ~ ~ ~ - ~ ,I~ MASONRY 1 ° C~ ' b -0 c, ' c~ ~ ~ O ~ C7 _ -i1 D A ~ "'i.-.1 ~ ' 9 c CONCRETE FILL H U'~ O = _ ~t m 1 $ ~ ~ O ~ ~ 1 ~ 7 ~ 2 $ ~ ~ = CHIEF ENG/ARCH < ~ DC C7 - z~ u =U70G} - ~ ~1° IQ-=FZH ~~f~p ti 24": 5 14 15 7 15 3 11 7 4 12 ~ p ~ ~ FIRE PROTECTION - - ~ ~ c~I- C3W zH-o~-n 30 $ 21 21 11 22 5 16 11 7 17 t- H 36" 11 28 29 15 30 7 22 1 fi 10 23 ~ ~ t,~ ~ J Q Z z Q B a c-~ s ~ z - ~ .t e ~ . ~ o'-' ~t c'~ ~ ~ z O Q ~ ~ ~ 42'"', 15 37 39 2O 39 10 2$ 22 13 30 ~ ~ oc J Z N ~g~ o 4$" - - 49 26 50 - - 28 17 38 ~ H ~ 0 Q ~o ~ 1 _ o~ac~ ao ' WG7 ~ ~ o ~ ~ w o z ~ ~ z ~ - - - 6O": - - 73 4O 75 - - 44 26 56 ~ ~ z 2 - - - $61t - - $7 4$ $9 - - 54 S2 $7 w V w ~ O ~ ~ SECTION OF MASONRY SECTION OF CONCRETE ` 72" - - 102 57 104 - - 64 3$ 78 ~ LaL w z C"i C NOTE ' ~ 4 X D G!~ w Q~ Z PIPE PLUG PIPE PLUG N ~ ~ ~ FOR CALCULATION PURPOSES ~ ~ ¢ w CLASS `B' RIP RAP = 100 L$S. /FTC ~ W ~ Z ~ ~ d ~ ~ - - - CLA55 I RIP RAP = 105 L$S./FTC J J w v ~ ~ Z J t? ~ ~ d m o 2 X D ~ ~C> QQ~ ~ W Q m~ u. C~ ~ i QUANTITIES W ~ 4 Ill z~° a Q w ~ ~ ;PIPE CUBIC ~ H ~ ~ ~ D ~ z ~ ~ z c' ~ o SIZE YARDS ~ ~ M ~ NOTE: NOTE: Q N ,~-^~-j ~ O Q Z 12" 0.029 EITHER BRICK MASONRY OR USE PAY LIMITS C.Y. FOR PIPE PLUGS [r ~ ~ ~ U~ ~ z ~ ~ ] o PLAN ~ ~ ~ r CONCRETE MAY BE USED. 12 TN THICKNESS ONLY. ~ ~ 2 ~ z W ~ ~ p 15 O.b45 ONCRETE BRI K MAY BE U ED IN LIE F 0 ~ Y C3 ~ ~ A C C S U 0 A SLOPE 1 ~ » ~ CLAY BRICK. JUMBO BRICK WILL BE ~ D ' o ~ p ; 1B 0.06 ~ ~ p -SLOPE 11/2 :1 OR FLATTER~~, p~ W ~ ~ o H PERMITTED. Z D ~ A ~ ~ W O ~ Z J ~ t7 i 24 0.1141 Q G ~ p o, A _ ~ ~ ~ ~ ~ . ~ D 3D" a.~a2 Q 'p t ~ ~ 'Q ~ ~ N ~ ~ 3B" o.zsz cn W z D 1~ ~ w W U o ~ ~ 2 > ~ w J o m tt ~ W ~ -n 42 o.534i p -n T 0 o z pa T \ PLAN ~ p Z ~ m 'cr ~ rr ~ v ~a r ~8 Q.~s~ Z C ~`~FILTER FABRIC w W = J o C C? ~ _ ~ ~U~ ~ Z o ~ o.aag r SECTION A-A v U m FI Q O ° a O s s0" o.~~~ ~ PIPE OIiTLET WITH DITCH ~ DITCH ~ ~ Q ° w C~ o ~ Q 66" 0.880 H= RIP RAP TO TOP OF PIPE (MAX. H = D f T} a T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SH44~ D 1 T) FILTER FABRIC , Q Q ~ z HERWiSE SH04YN ON PLANS SECTION B - B o Z °i sHEET i bF 1 SHEET i of t SIf~L! 1 OF 1 T= 12" CLASS 'B` RIP RAP, UNLESS OTHEAYVISE SHO THERtiVISE sHOWN ON PLANS s"~~ I ~ of 1 scALE: N.T.S O PIPE QUTLET_WITHQUT_DTTCH 840.71 $40.71 876.02 G EPROJECT No.: 796542 ~a CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. ~~N ~oNo DWI NG 876.02 1 2598724 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET 60 OF 305 ~Q~~ N.T.S. TYPICAL CP523 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D rr ~ ~ • 0 a }o J ~ ~ O N w ENDWALLS w a w m a w m ~ ~ m - CLASS IV R.C. PIPE ~ ¢ w a m J Z Z ~ Z~ LL J V N STATION ° Z ~ ~ ¢ CLASS III R.C. PIPE CORRUGATED ALUMINUM ALLOY PIPE OR z ~ ~ = x ~ O J U ~ N w ° a Q ~ ALUMINIZED C.S. PIPE, TYPE IR a?~ J N M J ~ a w w ~ (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) ? ~ J ~ M FRAME, ~ ABBREVIATIONS ~ Q F v GRATES, ~ C.B. CATCH BASIN ~ > > J J ~ OR STD. 838.01 a o ~ F ~ + ~ v ~ w w v HDPE PIPE, TYPE S OR D OR ~ Z a m ~ ~ + AND HOOD N o o Q a N ~ ti N.D.I. NARROW DROP INLET o ~ a ~ ~ a STD, 838,11 ~ ~ ~ ~ STANDARD ~ ~ ~ ~ D.I. DROP INLET ~ ° > > ~ cs w w (UNLESS 0 840.03 ~ N o ~ o ~ o G.D.I. GRATED DROP INLET ? ? NOTED r o m o ~ w o ~ G.D.I.(N.S.) GRATED DRQP INLET Z OTHERWISE} IIN. ll N. o u~ ago m w °O U cN-n t ~ ~ NARROW S LOT 0 o ~ O a M ~ O otS ~ U a FT. SIZE a 12" 15" 18" 24" 30" 38" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" CU. YARDS o 00 to r t9 pp ~ O J ~ A B w w w ~ A B ° o~~ o~ z Z ~ cn ~ a ~ ~ O >o O } ~ ~ w ~ S.D.M.H. STORM DRAIN a a a a a a = w ~ ~ ~ ° _ ~ v ~ v O u a z MANHOLE . w O O O c~n ° o~ ~ m U a ~ z z z ~ b o THICKNESS o m o O o°- TYPE OF r Z m W °O a W LL w ~ Q U ~ ~ ~ ~ ~ a a OR GAUGE o o ~ ~ ~ ~ c o ? ? ? v Uj s ~ o GRATE ao ~ ~ v w m O C A ~ o ~ a a cn a o ~N R~ ~ o 0 0 0 0 0 LL ~ U Q ~ Z w = a ~ z ~ o a F ~ _ ~ ~ Q > to V otS w ~ fA to VJ ~ ~ c W o r ~ N d lt) ~ c m o 0 o x o~ w O O O a ~ r~ c5 E F G o o t~ t~ vi ~ t~ ~ v v v a REMARKS . ~ SEAL ~ 10+10.5 LT 1 15,00 12.75 1 1 = 14 10 I = 10+10.5 LT 1 2 12.75 11.71 8 uo e ~Nc I N~~~e 10+10.5 LT 2 14,71 11.71 1 10+10.5 LT 2 3 11.71 11,40 40 KA11~``~~ 10+10.5 RT 3 14.40 11.40 1 1 1 SEAL' 10+10.5 RT 3 OUT 11.40 10.50 26 10+75 LT 1.5 1 0.09 PLUG & FILL EX. 15" RGP ~~0~ 10+87 RT 1 32 REMOVE ENDWALL 13+47 CL 4 5.60 3.80 184 4.5 AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 14+50 RT 5 13.05 5.48 1 2.57 2.57 / 1 TIE IN EXISTING 30" RGP 14+50 RT 5 OUT 5.48 3.80 156 VU A/E INFO U APPROVED 15+50 RT 6 10.47 7.72 1 1 1 15+50 RT 6 5 7.72 6.75 96 FOR COMMANDER NAVFAC 18+00 RT 7 11.46 8.71 1 1 1 ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL 18+00 RT 7 6 8.71 7.72 232 SATISFACTORY TO DATE 06.13.2011 18+00 RT 8 12.21 9.46 1 1 1 DES JMK DRW JMK CHK JWJ 18+00 RT 8 7 9.46 8.71 24 «PM/DM» CW/PV BRANCH MANAGER 26+83 RT 9 29.74 26.74 1 1 1 CHIEF ENG/ARCH 26+83 9 10 26.74 26.50 48 FIRE PROTECTION 26+80 LT 10 30.51 26.50 1 ~Ha a B 1 1 Q Z z z 26+80 LT 10 OUT 26.50 9.00 105 2 2- 1$" GAAP ELBOWS o g o U VJ 0 7 36+21 RT 11 22.98 19.98 1 1 1 ~ z O 36+21 RT 11 12 19.98 19.74 48 wUz ~ wQ~ ~ 36+25 LT 12 23,76 19.74 1 z w o 1 1 Z j J z w z 36+25 LT 12 OUT 19.74 12.00 75 2 2- 1$" GAAP ELBOWS w Z ~ z J t ' w W ~ ~ ~ ~ W 41+04 CL 13 9.80 8.60 210 4.5 w ~ ~ m J ~ ~Z Q Q a ~ ~ 43+00 CL 14 11.00 8.50 130 z~° a Q Q ~ z ~ ~ ° 44+50 RT 15 14.93 12.18 1 1 1 ~ ~ Q ~Q v~~ 44+50 RT 15 OUT 12.18 11.93 44 w 11+30 -X- RT 16 132 121 ~ J Q ~ ~ 14+00 -X- CL 17 9.00 8.32 116 3.4 1.5 0.065 PLUG & FILL EX. 1$" RGP w ~ z W 35+90 -TT2- CL 20 12.88 12.50 76 0 Z ~ ~ 36+35 -TT2- CL 20A 14.25 13.85 76 ~ 0~ ~ 36+60 -TT2- CL 21 12.45 12.07 92 Z w LN O w ~ 41+71-TT2- GL 22 10.60 10.10 128 J Qw N ~ 47+83 -TT2- GL 23 12.00 11.50 82 Z~ Q m 14+18 -TT- CL 24 8.00 7.30 72 k k = J_ a 35+25.5-TT- CL 25 11.95 11.70 72 ~c~~ ~ Z 0 37+02-TT- CL 26 1225 12,00 72 Qo °a ~ o A ~ SHEET TOTALS 396 96 402 394 388 252 210 74 132 12,4 11 2.57 ~ ~ Z U V 2.57 2 2 1 / 6 4 3 3 2 3 2 4 0.155 213 ~ Q° w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NTS 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. °~oN~ N40085-10-D-5313 o c~ ~ NAVFAC DRAWING N0. ~ ~ ~ ~ o ~ ~ ~ N ~ 12598725 ~ W ~ . SHEET 61 OF 305 (~Q~C~ ~OI~O C P601 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 4 ~ ~ • ~~S S4 " c~ ~V~R REINFORCED 2CED ENDWALLS ILLS ~ z z STATION o z ~ ~ a GLASS III R.C. PIPE CORRUGATED ALUMINUM ALLOY PIPE FRAMES, GRATES ABBREVIATIONS z ~ a a ~ STRUCTURAL PLATE PIPE ~ ~ a > > ~ (UNLESS NOTED OTHERWISE {UNLESS NOTED OTHERWISE) & HOOD w w ~ ~ W J J V STANDARD 840.03 C.B. CATCH BASIN O U J w w w ~ ~ w N N.D.I. NARROW DROP N ~ o INLET ~ ~ a ~ ~ a 0 ~ ~ ~ > > ~ w J_ Z Z w zo o ~ D.1. DROP INLET o ~ ~ ~ N ° G.D.I. GRATED DROP INLET Z ~ O U ~ vWi cWn ~ ~ G.D.I. {NS) GRATED DROP INLET N Q ~ ~ °z Z o v {NARROW SLOT} U ~ O n u u n n n u n n n n n u ~ w SIZE J 54 60 66 72 7$ 84 54 60 fifi 72 60 fifi 72 ~ ~ ~ °w °w ~ m " S.D.M.H. STORM DRAIN a z Z ~ TYPE OF GRATE J J m ~ ~ MANHOLE ~ Q c LL ~ w ~ ~ ~ } ~N U U p p U ~ p d°. U ~W W J THICKNESS ~ ci vi ~ Q Z W J O ~ ~ ~ ti z ~ OR GAUGE _ = N ~ ~ ~ O N ~ N N O W U Z I- to to O V U Z ~ U ~ r ~ ~ 12 10 12 14 12 14 ~ ~ a ~ ~ a~ m E F G w 0 0 0 0 o a REMARKS ~ 3 ~ ~v ci ~z vz v v a 17+26-TT2- CL 18 3.50 3.00 270 4 PAR. PIPES,ALUMINUM HDWLS & EDWLS 27+00 -TT2- CL 19 5.80 5.30 216 3 PAR. PIPES,ALUMINUM HDWLS & EDWLS ``eeeee11111AA~~' ~ N CA Ro ~°oF Ess°1o o Q~ ~9~°0 ° SEAL ° 020147 ,''AAAll 11 lleee,` SEAL A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES JMK DRW JMK CHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ c~ z~° z z= w z ~ O wQ~ ~ z w o ~I~~ Z ~ Z \ J W Q LLJ Wiz`; ~ W t ~ W X ~ z m J W ~0 Q Q ~ ~ ~ o- z~oz U ~ O~ Q Q U~ ~ ~'3 ~ w Ln Z W pC J Q cn c ~i 0 w ~ z~ z ~ c~ m ° ~ w W o J Qw N X Z~ Q m k k = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A w J o ~ ~ Z U V ~ Q Q w of c ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: NTS ° SHEETTOTALS 270 216 EPROJECT No.: 796542 CONSTR. CONTR. N0. °~o~~ N40085-10-D-5313 o~~~ ~~o~ NAVFAC DRAWING N0. o ~ ~ ~ N ~ 12598726 ~ W ~ . SHEET 62 OF 305 (~Q~C~ ~OI~O CP602 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 SEDIMENTATION & EROSION CONTROL NOTES: ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SOD AT THE COMPLETION OF LAND DISTURBING ACTIVITIES EXCEPT FOR THE TANK TRAILS. TANK TRAILS WILL BE PERMANENTLY SEEDED. 1. LAND DISTURBING A DISTURBING ACTIVITIES (GRADING, EXCAVATING, AND CONSTRUCTION) ON THE PROJECT SHALL NOT COMMENCE UNTIL THE APPROPRIATE 'PROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON THE PLAN. FOR PERMANENT SOD COVER SEE SPEC 32 92 23 2. EROSION CONTROL )N CONTROL SYMBOLS SHOWN ON PLAN MAY NOT ACCURATELY SHOW EXACT DIMENSIONS AND CONFIGURATIONS OF D EROSION CONTROL N CONTROL MEASURES (I.E. NUMBER OF CHECK DAMS AND SPACING, ETC.). REFER TO EROSION CONTROL CENTIPEDE GRASS MIXES SHALL BE AT LEAST 100X PURE, CONFORMING TO STATE LAW. STANDARD DETAILS ~RD DETAILS FOR EXACT DIMENSIONS AND CONFIGURATIONS. 0 FERTILIZER SHALL BE COMMERCIAL TYPE 10-10-10 OR EQUIVALENT, CONFORMING TO STATE LAW. 3. ALL SEDIMENT AND DIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM U ANY STORM EVENT OF 0.5 INCHES OR GREATER OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ANY NEEDED o LIME SHALL CONSIST OF AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING AT LEAST 34/. MAGNESIUM CARBONATE. P I I RE A RS W ~L BE tv S WILL BE MADE IMMEDIATELY TO MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS AS DESIGNED. N A SOIL TEST SHALL BE PERFORMED TO DETERMINE APPROPRIATE SOIL AMENDMENTS. PROVIDE COPY OF SOIL ANALYSIS TO ENGINEER 4. STABILIZATION MEA IZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION AND OWNER FOR APPROVAL PRIOR TO APPLICATION. ACTIVITIES HAVE T DIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT ALL AREAS TO BE GRASSED SHALL BE CULTIVATED TO A DEPTH OF 4 INCHES BY MECHANICAL TILLER. ALL CLODS OR CLUMPS ~Y IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL SHALL BE BROKEN AND FOREIGN MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF-SITE. THE CONTRACTOR SHALL INCLUDE THE SITE WILL RESUME WITHIN 21 DAYS. COST OF REMOVING FOREIGN MATERIAL AND OFF-SITE DISPOSAL IN THE BID PRICE FOR PIPE. 5. SIFT/SEDIMENT FE(\ EDIMENT FENCES WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SEDIMENT WILL BE REMOVED FROM BEHIND THE FENCE APPLICATION OF FERTILIZER, LIME AND SEED SHALL CONFORM TO THE FOLLOWING APPLICATION RATES FOR PERMANENT COVER THE FENCE WHEN IT REACHES 1/3 OF THE TOTAL FENCE HEIGHT. REMOVED SEDIMENT SHALL BE DISPOSED OF IN A SUITABLE AREA ABLE AREA AND STABILIZED TO PREVENT EROSION AND SEDIMENTATION. CENTIPEDE GRASS 10 POUNDS PER ACRE ~ 6. ALL SEEDED AREA =EDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVES FERTILIZER 500 LBS PER ACRE ATIVE COVER. .~~`~~111cA1~~'''~, 7. ADDITIONAL CONTR( LIME 1000 LBS PER ACRE )NAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF ;~~'~~~'.°...•.R0<,''% SITE SEDIMENTATIOf EDIMENTATION. CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES AT NO EXPENSE TO THE OWNER. ALL TEMPORARY : ~°e~oFESS~o~•ti.~ CONTROL DEVICES SEED SHALL BE APPLIED EVENLY BY A COMMERCIAL APPLICATOR AND RAKED IN LIGHTLY. SEED SHALL NOT BE SOWN IMMEDIATELY OL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED. = ° ~ SEAL FOLLOWING RAIN, WHEN THE GROUND IS T00 DRY, OR DURING WINDY PERIODS. ALL SEEDED AREAS SHALL BE COMPACTED AND = 14 10 I = 8. IF WATER IS ENCO~ -ER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE ~•°°.~'~,°j DRESSED SMOOTH WITH A ROLLER. OTHER DEVICES FOR COMPACTION AND DRESSING WILL BE APPROVED BY THE ENGINEERS. BEING PUMPED BAC PUMPED BACK TO THE CREEK. ~~°ti~,•°°°°°N~°•~P~~~ C M. KAMP~~~~~. FOR TEMPORARY COVER SEE SPEC 01 57 13.0022 9. WHERE PRACTICABL PRACTICABLE, TRENCHES SHOULD BE FILLED AND COVERED AT THE END OF EACH DAY. sEA~ 10. CONTRACTOR MUST ACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION ARE SUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 11. FOR LINEAR UTILITY TEAR UTILITY INSTALLATIONS NO MORE THAN 5,000 LINEAR FEET ALONG ANY SINGLE LINE SHALL BE EXPOSED FOR A=COM LONGER THAN 7 D~ ~ THAN 7 DAYS WITHOUT STABILIZATION. AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 ADDITIONAL NOTES 12. DURING CONSTRUCT CONSTRUCTION, TEMPORARY SLOPES GREATER THAN 2~1 THAT WILL REMAIN EXPOSED FOR LONGER THAN FOURTEEN X919>8~-8200 www.aecom.com (14) DAYS SHALL E ~YS SHALL BE STABILIZED WITH SOIL STABILIZATION MATS. PERMANENT SOIL STABILIZATION MATS SHALL BE 1. ALL SEEDED AREAS SHALL BE WATERED UNTIL AN ACCEPTABLE GRASS COVER IS OBTAINED. INSTALLED ON PERI QED ON PERMANENT SLOPES GREATER THAN 2~1 OR WHERE OTHERWISE INDICATED ON PLAN. A,E INFO APPROVED 2. DURING THE PERIOD OF GUARANTEE, THE CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO EROSION AND OTHER CAUSES, AND SHALL MAINTAIN ALL GRASSED AREAS IN AN ACCEPTABLE CONDITION. GRASS SHALL BE MOWED AND WATERED AS NECESSARY. EROSION CONTROL CONSTRUCTION SEQUENCE FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN 3. NO FESCUE SHALL BE USED. PACKAGE SUBMITTAL 1. UPON CONSTR 'ON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS IMMEDIATELY WITH GRAVEL AND SATISFACTORY TO DATE 06.13.2011 TEMPORARY U MPORARY VEGETATION. DES JMK DRW JMK CHK JWJ «PM/DM» CW/PV TER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY SEDIMENTATION AND EROSION BRANCH MANAGER 2. AFTER CONSTF CONTROL MEA`. )NTROL MEASURES NECESSARY. INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER CHIEF ENG/ARCH AND AS REQUI JD AS REQUIRED BY THE PLANS TO MINIMIZE SEDIMENTATION AND EROSION AS CONSTRUCTION FIRE PROTECTION PROGRESSES. OGRESSES. ~ Z ~ Z B ~g~ o 3. APPLY TEMPOF 'PLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS ~ ~ o ~ C!1 TEMPORARY SILT FENCE WHERE WORK SERE WORK IS DELAYED OR COMPLETE. ~ = Z wUz ~ ZQw ~ ~ v~ 4. AT GRADING C( GRADING COMPLETION, STABILIZE ALL GROUND COVER, INCLUDING BORROW AND SPOIL AREAS. ~ ~ w °z ~ w Z > J SPECIAL SEDIMENT CONTROL FENCE D_ 7 Q ~ W L 5. REMOVE AND ~ MOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS SILT FENCES. Z ~ ~ W O J t I L.LJ TEMPORARY DIVERSION ~ ~ ~ ~ ~ ~ 6. MAINTAIN GRO IAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED TO ENSURE ~ z ~ J W Q PERMANENT SE _RMANENT SEDIMENTATION AND EROSION CONTROL. ; Q ~ ~ w z~° a Q w ~w ~ ~ z TEMPORARY SILT DITCH w Oz v ~ ~ c~ TEMPORARY SCOPE DRAIN Z J O U PERMIT SPECIFIC INFORMATION w ~ v z m o 0 ° o°°°°g CONTACT PEF 'ONTACT PERSON SHOULD EROSION AND SEDIMENTATION CONTROL ISSUES O ° ROCK INLET SEDIMENT TRAP, TYPE C ARISE DURING o°°o 0 ARISE DURING LAND DISTURBING ACTIVITIES Z N ° ~ DAVID BALOG ° )AVID BALOG ; ~ J z (1)41-14 TEMPORARY ROCK SILT CHECK, TYPE A 910) 451-0147 (Office) Q w_ N O k (910) 546-44 910) 546-4450 (Cell) Z ~ m ~ ~ 0 ~v~ ~ Z ~ Q °aa ~ O w A ° ~ PROJECT DRS ~ TEMPORARY ROCK SILT CHECK, TYPE B ~ NEW RIVER B 'ROJECT DRAINS TO COGDELS CREEK (STREAM CLASSIFICATION SC, NSW) ~ ~ Z JEW RIVER BASIN ~ Q ° z ~ 0 c~ ~ ~paOO,o o ° aQ~ a ROCK PIPE INLET SEDIMENT TRAP, TYPE A PROJECT SITE 'ROJECT SITE SOILS ARE BAYMEADE FINE SAND (BaB), BAYMEADE-URBAN LAND COMPLEX (BmB), ° Z ~ ~ ° ~ 0 MARUYN LOAF ~ARVYN LOAMY FINE SAND (MaC), AND MUCKALEE LOAM (Mk). 2 TO 6 PERCENT SLOPES. SGALE: NTs ° EPROJECT No.: 796542 Q ~ SKIMMER BASIN CONSTR. CONTR. N0. ~ TOTAL ACRE -OTAL ACREAGE DISTURBED 32.33 AC. N40085-~0-D-5373 oN`~~ NAVFAC DRAWING N0. ~r`,~~ ~ ,e , PROJECT LO( 'ROJECT LOCATION ONSLOW COUNTY, NORTH CAROLINA 12598727 ° ° ° LAT. 34 39' ~w~. _AT. 34~ 39' 15" N, LONG. X77 19' 59" W SHEET 63 OF 305 ~Q~~ ~o~o CG001 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 t 4 U I D f° y r ~ s _ Z 0 a r U N O I 'r ~ r ~ N ~ a - 00 ~ O r ~ ~ ~ ~ ~ f.---~' ~ ~v ~ 1~°° 1 r ~ BIRCH STRE ¦ ~ r G 107 ~~N °c A R~`' SEAL = 14 10 I = KAi~~```~ sEA~ C7 ¦ ¦ ~ r ~1~'~ A=COM AECOM TECHNICAL SERVICES. INC. 701 CORPORATE CENTER DRIVE, SUITE 475 ~ RALEIGH, NC 27607 (919) 854-6200 www.aecom.com a " O A/E WFO APPROVED t ¦ r, ~ ~ FOR COMMANDER NAVFAC \ ncrlvln ~ 00~ EINAE DESIGN i u PACKAGE SUBMITTAE snTlsFncTORY To onrE 06.13.201 1 n ~ VD ~ DES FFF DRw NNH cHK JMK «PM/DM» CW~PV BRANCH MANAGER CHIEF ENG~ARCH FIRE PROTECTION > ¦ ¦ Q MHz a B I ~ / J z Q Z o - ? 1 ~g¢ o o ~ ~ J 1 ~ c~ W z~° z wUz ~ zQw ~ ~ Z ~ = o zQJ ~ O w ~ ~ w z ~ w z ~ ~Z¢ ~ W a f,-'" ~ t I w ~ J U ~ W X ~ ~ z m J Q ~ ~ QQ~ ~ W w > ~ _ Quo Q 0 ~ _ z~ w U Q y OV ~ Q Q ~ W a A ~ ~ J O ~ ~ w ~ ~ z O o ~ 0 ~ o m o c'3 t U Z ` W i' i W ~ ~ W J an V i~t ii ~ ~ N V ~ ~ _ _ ' ~ ~ W o ~v~ ~ Z Q ~ o - ~ °a ~ o A ~ ~~z O wJO U V ~QQ w o ~ 0 ~ a r ~ QQ= ~ a w c ~ I o Z ° ~ o ~ ~ ~ ~ ~ \ ~ scA~E: - 400' ' EPRO~ECT No.: 796542 r` ~ coNSTR. coNrR. 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' fr ~ r ~ 701 CORPORATE CENTER DRIVE, SUITE 475 `i 12 , f ~ t ~ ~ RALEIGH, NC 27607 t - ~1 (919)854-6200 www.aecom.com ~ ~ l ' ti N SDMF~~,, ~ ss,l r' ~ _ - ~ r- F f 1J - _ _ ~ ~ 1= 4 ~i _f i J i - - U -?t~? ~ ~ ~ ~ f - - 6 R r, 3 CP ~ ~ A 1 ' PPROVED N oHE . - - ~ E rt N ~ G E , 7 _ ~ % ~U NZALEZ - off 1 _ LE1~ Z B ~4~ L E~~q D ~ - f r . r r ~ Z - ~ ` QIU7~~ 1 H o - ~ ~ ~ ~ ~r`"~ ~ FOR COMMANDER NAVFAC - - - t 0 0 O - o - ' - - r r ~r i' ~ " , - r, ~ _ W - " ~ ~ W r O ncrivin 100 EINAE DESIGN : _ V ~ - ~ _ r - I ~ ~ ~ ~ ~ _ 't W~~- W W - PACKAAE SUBMITTAE r W ~ _ _ i~ ~ ` ~ ~ ~ ~ ~ a ~ ~ ~ ~ \ \ 1'1, ~ _ _ ~ O sATisEACTORY To onrE 06.13.201 1 ~ ` 12 INCH a ~~E ~ - ~ ' -f f O oES JMK ~Rw NNH cHK JMK - - - J ~ L ~ ~ - { 1 ~ ? = w ~ti ~ , DRAIN i «PM~CM» c t _ ~ w/Pv W W \ ~ / J ~ BRANCH MANAGER ~ ~ 3 ~c~~~ _ TD GHEE ENGiARGH V w ~ PI P~ 1 3 _ m I- w~ t - ~ _ - - ~ ~ D ~ ~ EIRE PROrECrioN W 4.. rr . - z Z l ~ ~ ~ ~ , ~ ~ ~ ~ f,, - - ? - - ~ `ti - B ~ ~ r ~ , i `---ti / ~ t 4~~ l --<< ~2 INCH J, m ~ g w , ~ iifl..--~., - mot- ~ ~ t...... . SLOPE DRAIN . t ~ a ~ SPECIAL CUT DITCH {~t . ~ ~ - o ~ ,f STA. 39+!,50 TO STA. 41 +50 RT. _ PIKE t.~ v ~ ~ z O } 1 t 1• ~ PROJECT LIMITS > ' ~ SEE DE~'AIL 5 _ _ p-- ~ " TEIVIPORARY MATTINC~1 ~ z Q w ~ t ~ 1 ~ ~r~, . _ FOR~~ROSION CONTROL ~ z ~ J °z (n ~ t ' - r 1 rs ~ u /J J `f , ~ STA. 3~+00 TO ST~'.~ 44+50 RT. w ~ w 1` ~ o z~ w Z { 4 1 l l / ~ '~:Z `ice ~ `ti i, 2, ,r` f<< f 10 TC,?`I`IS CLASS 'B' RIP RAP 692 SY NZ~EZ BLVD ~ ~ ~ W = , 1,,, ' \ ~ ~ ~ ` ~ / r / .l l ~ 28 rS`Y FILTER FABRIC CUR~%E DATA ~ o ~ W X ~ ~ t 1 ~ , `l L 1 _ ~ `,ti G 2 ~ m J W 1 l ~ ~ 1 { P I STA. = 43+76.40 ~ ~ l Q~ ~ 0 J r _ - ~ r- ~ ~ DELTA = 21 ° 39' 48.9" (LT) z ~ z ~ ~ ~ - `l` ~:n,,~--~, - _ fir` 4 ~ti y J ~ , rf- r- D = 3° 28' 20.9" ~ ~ Q ~ 'v, 1 ti..../ t ,~.,'r1 j ~ ti r, ; ~ ~ ti, i \ ~`t....._ ~f ~ tt 1 w,, ~ ~ T 5 ~ ~ " ~ t~ 3 y_~ _ _ 31 _ s ` z W ~ i 1 ~ ~ ~ - J f- ~ ' ~ R = 1,'650.00' C '1 j/ I I 4 ~l 1 1 ~ ~ J { : \ ZJ w1 ~ ~ f S~ ~ 04- w ~ ~ _ _ " ~ 40 I~ f ,r , r r r i' ~ 1 rC~ '7 \ ` Ji ~r z~_ I~ r % f y 1 ~ i `V r i f f 4 - V..~ Jt t ~ ~ ~~.._r i~ r", w~ ~ - t' 'J , ~I ~ ~ CO ~ - i J: ~ .t ,t' r 1 f f y r,.^ ,1 A f ~ w 1 ~ > W `f r Q i ~ _ 1 _ - ti / ~~I ~ f - - X i ~ f' i ~ ~ ~ l - ~ zf l ~ _ o ~ A , , . l , l ~ ~ i ~ ~ ~ ~~-_1 ~ Q ~ w o ~ l \ t li ~ z. 1 ' ~ Q z , l ~ ~ ~ q ~ L.L t ~ ~ ~ , i , J f ~ I ~ ~ t ~ ~ o , r O r'l l ~ j 'vl ti w 't 1, t t sCF~~E i t 1 I _ t j U ~ ti ~ f' EPRO~ECT No.: 796542 II ~ / coNSTR. coNrR. No. `V \ N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. O N ~V ~ ~ ~ ~ ~ 1"=50' 12598731 O ~ ~ 0 ~ W SHEET 67 of 305 ~ Q ~ U' GRAPHIC SCALES CG103 ~ ~ ~ 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a .I, w . ~s ~ 1 a, a ;r o f,< t r, ,,t r 7 E ~ j ET CGS ~ _ _ H r ~ 1 CIE ~ r r~ _ q_. _ ~f S L l _ r...._.~f t ~ ~ . r s \ ; r t 4 t I4 { i I ' lti .l f ~ r sti. J~ ` / r' f ' r j ~ J ~ I t ~ ~ l f r~ .r ~ ~ D ~ r ti A® 1 ~ .r' ~ : I ~ ,...A-... I r i L...i ..-t~ f~ T t r~ ~ r s, t i + ~ o s ~ ~ ` ~ ~ rv f / ~ SPEC ~L CU'fi DI~fCH ~ f \ l l T ~ l~ ~ o t y, r' ~ ' `.tom ,f ~ ~ ~ ~ t f STA: 48±~5 T,O-STA. 52+50 LT. w. ~X~ ; r f ,r ' r a / r ~ ~ SEE DE~TA~' 1, TIE TO f / r / ~ i~ 1 Jr If F N ~ t f s w ~ I ~ ~ ~ ;t ~.r EXI~TING~DITCH f,, (r 1 1 i f f` s. r ~ st r ~ ~ 1 ~ , r J ~ 1. 3'f I ~ ~ I 1 I l i i f , t, , ! r ~ i V ! ~ f 4,1 ~ t~ i h ,r J I ~ / t ,t t, ~rh N (~\J, i ; ~ ~ ~ ~ } / ~l~/ f, Y~~ 1 •\/J , f PROJECT LI ~fS ~ v ' V 1 ~ 1 ~ ~ ~ 1 t ~ t ~ ~1 - f ~ ~ 1 t r l r , ~`x'~~ /i ^ r, . y i' ~ ~ ~ t f ~ r ~ ~ ~ ~l PROJE`CT LIMITS ~ ~ ~ t i 4.; ~ ~ ~I t r~ ~1 t 1 'r ~ ~ e t ~ ~ 93 t ~ t t/ , ~ r ~ , 7~ 1, t:,, t r`, i '1`2 i t f~ I ' 1 ~ i ~ ` ' ~ ' i`~~j 1 ~ r`~ ~ r'~ r ° , i r r.., F / f ~ ; f } 1 u . 1 ti 1 , . r t i l f ~ i , r ~ r e~ _ 0 7 ~ li 1 Ire ~ f r ~ r r f-~, - .r ,r` t ~ ~ t } r j 1 I t , I ' 1 j 1 _ , ~ ~ , ~ ~ ~ N r` ~ f ~ f ;fir i r _i ~ . ~ ~ ~ t ~ ~ ~ ~ ~~7 ~ ~ ~ ~ r ~ ~ ~ , L - 1 ~ r ti..~ ~ T l r ~ ' 1 ~ ~ f ~ `'i ~t ~ W + ~ ~ / C r j fj rt f }f f... 1 4 r" ~ It ~ 6 ~ ~ ~ i l i l i ~ r t u.. . ~ l 1 t / ` iii r Q r r / r 1 ? t ..e 1 J I I, r C., ~v. r O~ ~S S / w.... r \ ~i 1 ~ ~ ~ r ~ r r e° c r ~ t t Z 4, t ~ ~ ~ i ~ti.~ h ~ ~ sl - 1 1 r - - ~ _ ~ f i ~ ~ / r'~ v~" m ~ - t - - ~ i r a , _ 410 _ _...~r r. ° _ ~ , , ~ / ~ / G3 t ( 1 ~ 1 ~..,~...,u......~ r ~o`~°° NGI NE~e'` t i , ~ ~ t 1 / / r' J f ~ `k V i i J1 ~ ~ ~ ' PROJECT,L~~IITS - ~ z ~ ~ ~ ~ - G ~ , ~ ,J r M. K AMQ~P J ~ v. _ r ~ 1 \ ~ ~ ~ \ '1 N - ~ L 'i '~l 1 sE4~' }4 1~ ii ~ J r _ 1 t.....~ a. q t _ f t r ~ 1 ~ j lA„.......,,rl ~ v L. ~ , ~ 1, ~ r ~ ~ , 1 n 1 i ~ ~ ` "'4 m~ ~ ,a t.. ~ ~ ~ ~ t i S r ~r o ~ ~ ~ 1i ,~t ~ 1. e_. f , - ~ ~ U / 35 ~ . ~ 1 / ~ ~ ~ F ~ / r~ r 1 y I ' _ / W ~ ~ r, ~ ~ , A=COM 4~.'~ AECOM TECHNICAL SERVICES, INC. ~1 1 ~ 701 CORPORATE CENTER DRIVE, SUITE 475 t 1 t it ti ..,.-~;'~-a RALEIGH, NC 27607 ,l i ; ~x „ ? j (919) 854-6200 www.aeCAm.COm r n , / QS % ~Z. ~ 1 t, 1 O ~ ~ ~ l 1 ~ '`w. A/E INFO t, - f ~ ~ ~ APPROVED r' ~ V t , j 4 1 f y ; ~ F _ ~ ~ . ? < r ~i ~ ~ ~ 4 ~ 1 i '-r~ Z, f~ i ! \ _ i i~ r ~ ~ f t i ~ % ~ r~ O f i L ~ . ,,y~ 1 ~ / ~ 1 ~ _.......__I r r' J` I ~ FOR COMMANDER NwFAC Z W' ~ i ~ J 1 J J' l ~ ! 1 r 1 J I~ ~ 1 r f ~ ~ ~ ~'t acrlv~n 100 EINAE DESIGN ,p ~ k l ~ ,T ~ _ ? PACKAGE SUBMITTAE / 1o i ~ti' t ~ ' f ~ - 1 r' ~f 1~ i I _ ' ~ f - 1` snTlsFncTORY To onrE 06.13.201 1 0 ~ { 1 oES JMK ~Rw NNH cHK JMK r 4 O ~ T ~ f` ~ ~ , ' f f f` frl j f BRANCH MANAGER r' ~ , U! ~ / p ~ i 1 i i ~ ~ = - CHIEF ENG~ARCH r i V • / i ~ r / 1 ~ ~ ~ `a ,t / ,r' ~a SPE IAL CUT DITCH 1 ~ ~ t FIRE PROTECTION r .'STA. 4+50 TO STA. 48+00 T.f-~- ~ : ~.r i ` i ~ r r __7 ~ ~ ~ ~ a B 'o ~ TEII~I?-ORARY,MATTII~G~ IL 5 ~ f` yf`~ SEE D TA r ~ ~g~ o (n -FOR EROSION, CONTROL 4' , TD ~ r i r It ( ~4 O U _ S A. 44+50 TO STA. 48+Ov RT. 3 ~ 3 SY ' ~ m _ _ ~y- t t - z c z i l 4 T m _ ~ r .r~ 1 ~ 1 r'`.. j ~f wUw ~ wQ~ 1 TO1~-CLASS B RIP RAP ; \ ~ ; ;1 ~ ~ tv, ~ z w o ;r. z ~ J Z ~ w V ~ S f ~ 1 r' ~~Y FILTER FABRIC f ~ ~ ~ ~ t`~~ ~ ~``w ~ ~ ~ Q Q Z w . ft......_ ~ ----.~.J i fJ ,,.r Y• j 14.11 t w Z ~ z ~1~ ` ~ ~ ~ W z r'' 7 f' , ~ ~ w J t W ~ cn 7 1 1~ t ' z ~ ~ . f / I - ~ ,1' ~ ~z~ J z W ' C;~.-AV~L C `NSTRUCTION ENTRANCE t r~ r ~ ~Q~ ~ Q i 5EE DETA~ #1607.01 ~ ~ r,, ~ 1 ~ ~ 1' f l ~ ~ i 1 { 1' ~ 4 t y r,. v. ~ ~ ~ 1 ~ ,r' ~1' ~ r~ l s - t i t x: I ~t ~4 . ,--1 ~ 1 ti w 4 4 1 1 j 1 ~ / ~ `ti u... z H- ~ J z GO ~ ZA ~Z BLVD ~ 'w~ N L ~ ~ CI~RV~ DATA , , '`t~ ~ 9 - ~ t c - - + W O W O U G_2 ~ G-3 ~ ~ ~ ~ Z ~ - _ _ o ``ti _ + ~ _ + 1 t _ 'i PI STA. 43 76.40 ~ PI STA. 51 76.13 _~~~1 ~ r,: I ~ C'3 m z t D LTA = 2 39' 48.9" L~ DELTA = 36;01' 11.8" LT z N _ o i w ~ ~ _ ~ ~ w ^II \ / ~ ~ / Y I ~ ~ 0 I II ~ t f `V 0 ~ ~ ~ ~ ~ ~ ~ ~ - 3 28 2 , D - 8 00 48. , t _ L - 623.87 ~ ~ L 449.50 ~ w r - ~ >w J O Q l _ ~ r ~ - _ z f w - m T~~ 315.70 - 232.46 r,, { ? J ~ - (n X R ;1650.00' `ti R =~~5.00' / l~-` w~ . r'" ~ U ~ ~ T, ff'"f ~ ~ o Se = Q.04 ! ~ ; Se MATCH ~XISTING~, ' ` f,: - 4 5 4_ Y. l ~ ~~'-..t i -t r- " z o 0 LL _ _ A , 4 LJ ~ Ds - 4~ ~u~PH Ds MATCH ISTING-, ~ ~ F- I ^ A , ~ ~ ~ ~ U r R r 1 ~ w o . J 1.1 l_r' ~ h t ' ~ ~ ti l ~ ti ~ ~ t~. i ~r 1~ c~ `L ; , ~ ~s "y, r , o~ ~ / ~ ~ ~ ~ s ~ ~ ~f I O ~ 1 ~ ~ i 1~ ~ ; I r ` ~ r ;1 ~ ~ ~ a i l 1 1 f o °z ~ o, ~ ' Z / l f" 1 J,r scA~F: ~ ~ ~ - 50' O _ t ~ ~ r~ ' i ~ t 1 i ~ t J ......w"'..~ t 1 t ~ c O y_..._ ~ 1 ~ ~ 1 v t~ r r f i~ 1! 3~`"~ EPRO~ECT No.: 796542 r` . J'; r ~ I~ r ON R CENTR NO t r' C ST . I t 1' i ~ t' i" ~ N40085-10-D-5313 . _ t 100 NAVFAC oRAwwc No. o~ o ~ ~ ~~~_5~' << - l~ ! r ~ ~ / i .e f ~ ~ ~ i. i 1 Y j!J ..~r1 y~- y ` ~ ~-1 ~ ~ ~ ~ 1'-by-.~' j t, r sHFFT 68 OT 305 r^ r Q ~ ~J GRAPHIC SCALES CG 104 J O I O 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a t a f t / l } ~Z. 1. ~1 1 ~ r~ ~ ~ 1 ti,. t~ „r \~1 ~ ~ s ~ -j , i 1' ~r~ 1 ~ i w ~4` o ~ , P,i~~~ FRAIL ~ URVE DA °A TA K TRAM. 2 CURVE~DATA ; t t i _ ~ r 1 - (1 ~ N 1 1 j j 't 1 , 1 1 ~ , } . l ~ ~ , , , ~ Cs ~rr ~T2 C 1 TT2 C2 i fr ~ 1~ ~9~20 PI ~fiA. 13 66,8 PI STA. , 22 52.14 , ~.4 s r 1 ~'i t ~ t ~ ' ..a. .v__4. 1 ' DELTA =~~65° 37' 58:8" LT DELTA = 2 ° f` " _ . ~ 4 2~4 20. `(RT) DELTA - 81 41 51.8 (RT) D - 22° 55' 05.9" ..4 _ 1 ° ~ _ ~ ~ ~ ~ 1 ~ ~~i~y ~ ter. i ~~j 1 ~ ~ ~ - ti , ~ - 6 22 2.8 D - 22t 55 05.9 t 7 t i ( i ti i L = 286.38' L =149.0,x' L = 356.4T 1 t} ......-"1..,,,, ( ` ~ T =161.22 ~T = 75.5 ~ T = X16.17 4.~~ _ w ~ ~'r R - 250.00 ,rr` ~ 350.~0,~ ~~.~_R -;250.00 l t ' , ti,~ ~ TEMP~R~RI~ N~~TT~NG<< ~ `f C~ Se = 0.02'!' Se =0.02'1' ~ Se = 0.02'/' 1 \ ~ Ds =15 MPH Ds =15 iti~PH Ds =15 MPH - F~~ EROSIG~N'C~NTR~L U ~TA~1~±5~ Ti9 ~T ~ 2+Q~~.T Tr~`2 a r i f << , t t i i ~ f=~ ~r t~ f~ o 0 r ; jr' ~ r ~ t.~.a rr_ r W 1 r f f r ~ 1j r f ff N r`` ~ r `a r ti:` ~ v ~ ~r _ _ xp ~ / t p t f . CONSTR CTIOP ,r ~O 1 ~ r ~ _ 1 ~ 3TR CTION LIMITS ~ ~ ~ ~ ~ r W P' ~ ~ ~ i~ _ ~ ~ ~l r ~ i" 1 ' 1 - ~C7 ~l 5 / r , 1 t~ ~ t t ~ r f ~ t t -~~1 ~ t~ ~ t ~ ~ t ; 0 Q ~ i ~ ~ s _ ~ ~ ~ , 1 t ' t ~ ~ ~ , fF , t r~ l r ~ ' ~,J l ~ ~ i t t r it ~ ~ i r ~ i i ~ l 1 f l r r i t r r , l 4 7 ~ ! 1 l t, 1 t ~~-',w ti r'~ ~ i l~' ~ ~ ~ rr t t ~t ' t i 1t ~ 'i. y tt 11 I r L - , , ~~TONS CLASS 'B'~ RIP RAP / 't ~ t ' ~ ~ - t ~ ~ CV ~~'y, i ,r l i 'b, t 1, ) 11 L,,, ~ SY FILTER FABRIC ~ / ;1 : r i j e 'L J + / ~ ~t ~ ~~~1111111// _ ~ ` ' C ~ f"t y ~ - / + ~ ~ f ARC/~/ \ ~ ~ r. L % r'' j 1 -~T2 O ~~ti t ~ t r \ ~ ~ t ~ ~ ~ Y ~ ~ ~1 ~ `t i ~ f; ~ ,r'' ~ PROJECT LIMITS ~ 4 " CAAP_ ~ ~.,t ` / ~ a = SEAL ~~1~ s r' ~ ~ N - - - f w ~~j-Cn uo OF,N N~~ 2 Cv - K - ~ i ~ / r' / ~ o ~ 5~9~f E 1 - J ,M , K AMP / ~ t ,J' , ~ ~ ~ ~ ~ ti zo ~ ~ , _ ~ ~ - _ _ ~ SEA / ~ k 4 ~ ~ ~ 1" 1 ~ t 1 ~ ~~i Y% ~ ~ ~ \ 2 ~ j - / W I" ~ ~ ~ t/ tJ J 1 t 4 tl a•'" t 1 t 1 i t - ~ / / ~ ~ - ~ , i ? i r ~.......v , , ~ , t l ~ N r ~ ? 1, , ~ ~ ~ i ~ ~ A TEMPORAR~,MATTING ~ / ; 1 , 1. " t , ' ~ / EROSION= CONTROL 0 ~ , z A=COM ~ 1 ~ CLASS R`I P~-~~P r , `~1 2 TO S ~ QQ ~ /'1 4i ~ STAR 1 +00 T,~ STA 25+00 RT TT s , - / .A ~ y t ~ ~ ~ ~ ~ - ~ ti ~ . ~ ~ + / ~ ~ r' ~ Ir r` z / SY'~.FIL~E:'~ ~/'1LJ1 f' AECOM TECHNICAL SERVICES, INC ' i ~ ~j f ~ _ t~' ~ 701 CORPORATE CENTER DRIVE, SUITE 475 ~ ~ ST~~'16+00 TO STA 25 00 LT TT 9 ~ ~ ~ l ~ ,f' \ \ ~ t l l.~_, `r `t ~ RALEIGH, NC 27607 / ~ rr ,...1 { (919) 854-6200 www.aeCAm.COm ~ ~ /y ~ \ 1~ ~ i r r J r, f /r ,r ~ ~ ~ ~ ~ L~ ` ~ U ' ~ i ~ ~ ~ f ~ ~ , `E r ~ ,r' _ _ _ _ _ t ~ TT~N A,E AFo ~ ~ W ~ / 1 , J r ~ / ~ i L _ I 1 t_........._. ` PPROVED ti ~ \ r ~ / ~ ~ J ~ ~ ~ ti FOR ER ION ~OI~JTROL A ~ ~ f fi j ~i ~ ~ J i , SEA DETAILS ON SHEETS 7° 1 F ~ , / ~ ~ J , .r C~~06, CP510 AND C 511~tr~ STA-~~'~0 STA 2~~00 i~T ~T2'~~.., ~ ~-OR HEADWALL AN S1~L ~ a~ ~ EGR CGMMANDER NA~EAC ~ ACT~V~n ~ oo~ FiNA~ ~ESi~N . 7 / fr ' 2 . C"vJ ~ ~ 4 y f ~ ~ ! ~ ~ i ~ PACKAGE SUBMITTA3 7 ~ //ww l ins ~r - ~ / ~i Y. 'v + 1 ti ~ ~ ~ I ~ IV1P / 1 ~ 1 i, 1 ~1 l ''w t 1 i / f i r' l 1 \ r I l i ~ t ~ / ~ - - ~ - 1 - ~ SY - ~r r r` ti ~ 1 ,t ~ ~ ~ ~ ~ sATisEACTORY To DnrE 06.13.201 1 } 1 t i - ~ ~ / f-~ / ~ i ~ 1 FILTER~FAFsr21C f ~ 4 r1 _...Fr' r _ 1` ~ ~ ~ r. ~ -1 oES JMK ~Rw NNH cHK JMK i \ r f L t / ,r ti, i+ t } CW PV i 1 ~ 1 t t ? i F ~ / P r / r' ~...._r` r' 1 t,~„___,,r ~ ` ti r'~ BRANCH MANAGER ~ J~ ~ ,r" 1' i / 1 / ,it r^ f ~ d \ ~ f t t ~ r r ,r ~ ~ cHiEE ENC/ARCH i I~ .r r fr 1 , , fJ ~ / ~ J ~ ' rr _<<' ~r tl ~ f r' FIRE PROTECTION I ~ ~ 1 , T / ~ fj f / ~ 2 TO CLASS'B' RIP P ~ -14~ j Q ;r t r ~ oHz z ~ ~ F.~_ ,t Z J _ r ! f ~ \ / ~ ~`SY L~TER FABRIC ~ ~ f t r Q l o B ,f ! r ' r i rte`-"`-- ~ J r ~ r f 1~ i ' s 1 < r ~ Q ~ \ f ti r 1 l r } t ~ O Fr i ~ 0 ~ r ~ 1 y ~ o ~ r t ,f ~ ~~-_,._r- `l z z ~ ~ ~ ~ ° ~ Z a ~.4 _ ` 4 ~ - few, ~ T~M~,ORARY AMA IN ~~r 1~ l l ! w ~ ~ ~ f; z O o a. ~ i-~ a a / O`P ~~ROSIOM~C TR ,.a, - ~ ~ w z ~ ~ z~J a - ~ , ~ ~ a ~ ST.A ~ 0,50 TO STA +65 RT TT21 a~ w ~ w a ~ Z ,fr ~ wZ~ z W / ~ / 1 \ 1 ~ i ~ ~ t , rr' , a' o ~ 1 ~ o „r^ 's h o ~ r......_ i ~ W = d c Q 4 ~.a t \1 1 1 ~ , ~ t w ~ (n d ~ ~ ~ i ~ i t co ~ 3 ~ } 1 rr f Q~~ W jJ ~~'1 Q ~ ~ Q ~ - ~ ~ ~ a X ti F~ ~ _ l ~ ~ zoo ~ J ~ a ~ ~ ~a " o ~ ~ ~ .f ~ , a.a~ P ~ ~ r. ~ w U ~ ~ z t ~ ' o ~ l r a ~ } ``w...~ r l~ _ ~ ~ ~ ~ ' ~v. - ~ \ o ~ J 4 + J 4 ~ z W ~ ~ i 1 1 , 6 ~ O ,a ~ r.. 4 4 I 3 1 ~ ~ O ~ ~ ~J W O U i Z_ J ~ , 4 J o Q ,r ' i, 1 l~ ~ j ~ C'3 m z ~ ~ ~ ~ lr 1 Q Z N O / . Q \ ~ x ~ ~ ~ ~ t~ 1 w QW N ~ / r 1 ~ f ~ti ~ r' ~ ; ~ ;1 -rt J' z ~ Q Z k } GONZALEZ BLVD EXTENSION ~ o a ~ ~ z o f ~ t ~ ~ ~ ~ ~ o o A Gj SCA~E~ 1 J`~ ~QQQQ w 0 H \ U z ~ ~ a t ~ a ~ F w ~ a a ,j scALE: ~ii =J~i r` ~ IJ i r' EPRO~ECT No.: 796542 r' rf coNSTR. coNrR. No. ~,Q~ 1` r N40085-10-D-5313 50' 2~' 0 t `''.50' 100' NAVEAC oRAwwG No. ~~No ~"=50' ~ 12598733 t r ~w~. SHEET 69 of 305 ~Q~~ GRAPHIC SCALES CG105 ~a~a 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a ~ r ~ ~ ~ a r i j z , , 1 ~ r ~t~ : ~ t 1 f 1 f ti r,. Jr t j~ 1 l~ ~..f '1~ ,'J~ J ! l w ` ~ ~ ( - J~ I J' ~ r Q 0 i ~ / TANK TRAIL 2 CURVE DATA t JrJ', , t l '~....1 - r`J 1 ~ 1 ,w~ \ ~ \ ~ ~ ~ 3 TT2_C2 TT2_C3 t t .r' j : p r, t ~ _ I STA. - 22 52.14 PI STA. - 28 83.49 ~ ~ v _ j _ t _ o ~ u _ o ~ u ~......a t 1 f J f t t ~ Ja 7 r~ rr~ rw,. l / ~ ~ ~ DE~.TA - 81 41 51.8 (RT) DELTA - 46 40 42.2 (LT) t t -'t l ` ~1 1 r ; ! i ~.r 1: 1 1' r ~ ~ l ,r , r ~ : ~ ~ o ~ o ~ D = 2~ 55 05.9 D =16 22 12.8 r I ! z < 1 ! 1~,EM~O~ARY` ~TTI ~ - ~G - f- L - 356.7 L - 285.14 r , r 1 ; ; i r i J ? r t ~ FOR ER~SJ ,N CON-rtROL _ ~ _ v - - ~ ~ ~ T 21 x:17 T 151.02 t . : .r ~ 1 f l t t' 1 t STA 3 ; 00~ T~ T~, 2 +00 R~T~ 1 f t r D 1 ' R - X0.00 R - 350.00 1r ~ PROJECT LIMITS ~ ~ ~ - 1 t tr 4' !t Y~ / ~ , ~ , e ~ 0.02 l Se - 0.02 l r' t ~ \ , - - - I f t f/ t r~ 1 ~ r D,~'-15 MPH Ds -15 MPH f f / t~ ~ ' ; ; Z J ! : 1 ~ti. r~ ~ ~ lJ ~ J t' r 1 { t r ~ v ~ r' J 1 ~ a r~,~ ~ r ~ t t~~ ~ vii l~ t" t" ~ o - r t r' r V ' ' 1 t` ''4 ~ ~l i r' r` ~ f r r N ,r `l ~ ? r r'' i ~ fJr' r. i ~ i 1 t t } 1 i' I.1 f f'' ~ ,A, 1 t ~ lr 1 'h t , 1 ~ r, _ ~ \ ~ ~ A, (~x l ~ ~ ti 1 . . ~ 'r ? ~t \ << ~U3, : ~ J ~ TE P' MP~RARY MATI~IN i~ ~ ~ ~ \ ~ _ ~ r--. ~ ~ j ,f q FOR EIS SIGN N \ Q COMTRO~ k \ ~ ~ y ~ ,r ~ i~ T ~ f STA. 23+0 ~ Q ~ , 0 TO!,STA. 25+0 LT ~ w.---A ! 6 \ 1 ~ .s \ . l r~ t \ t ~ ~ `'ti ~ J-' \ \ ! ~ ~ ~ v \ ,J 1 ` ! ~ L. ~ ~ ~ r ~ ~ ~ ~ r~.,~ ~ J ~ ~ CAR ~ i Y 4 / ~ \ J / ~ ~ % ! r-~ ~ ~ f ~ \ j' ! i i ~ ~ \ L~ I f ~ is / .l ~ • . J r ~ ,J J ff f ,r , ~.7 ~ ' ~ ~ ~ ~ ~ J` J ~ SEAL \ ; = 14 10 I = Y ~ \ \ , 2 T~N~ CLASS B RIP`RAP t,_ ~ ~ \ ~ ~ J ~ r t~ \ 7. SY,~FI~TFR FABRIC - \ ~--"r r f r v' - ~ '~~llllllll\\\\ r r ! , i r O r f, L(') SEAS ~ , f`` M 1 1 \ ~ \ ~u f ` 1 PROJECT LIMITS ~ t~ ~ , r,~. `f' \ ~1 ~ ` 1 \ + 1 \ \ - A=COM w,-,. ~ Y :,f AECOM TECHNICAL SERVICES, INC. ~l. 1. ~''t ~ 701 CORPORATE CENTER DRIVE, SUITE 475 ~ ~ ~ ~ i' ~ ~ _ A 1 1' t ~ ~J ~l RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~ ~ 11 A ~~V ~ l~ ~ I~ I l ~t r r 1 : ~ - ~ ~ r` ~ F r'' . 1 ~ f,t~ n/E wFo 2 TES ~LAz S RIP Rn , t. ~ U J t+ t 1 - APPROVED ~ - ~ ' ~P ~ - 7 SY FILTE FABRIC. \ ~ r ~ ~ ~ t r _ t ~ t : ~ _---f~~ \ Jai Q r rl 1 ~ ~ ~ ~A f \ 4 ~ ~ r~ ~ ~ i ~ f ~ ~~-A"" ~ ~ FOR COMMANDER NAVFAC / r - \ ~ r ACTIVITY ~ f f l .y~ ~ ~ r v t " ,i ~ 100 EINAE DESIGN 1l lli f ~ PACKAGE SUBMITTAE T~ _OF~A~ MAT~TN~ l ~ F ~ 1 + r o _ ' l r. W F~ EROSI ~ ; , ; 1 2 ~ QNS CLASS' B RIP hI ~ -COI-T ~ ~ r, i Enc o ~ ~ ~ ~ ~ ~ 5+~ ~ f snES TORY r onr 0 13. 01 1 \ Y~ ~ 1 ri^~ ~ ~ ~ n f ~ `i \ t' t'"l SY r I;_ ~ i~ : , ABR~C' Q ~ _ _ fST . ~ ~ - STA 3 T _ W r , `Y , r% oES JMK ~Rw H cHK r , NN JMK T, r a t ~ ~ 3 b~ CA. ° ~ _ . l ~ ~ ~ \ ,f ~ ~ ~ ~ ~ ~ f ~ TEti~~,uKARY GATT ,V ~ ri F~ ~ ~ ~ ~ ~ O BRANCH MANAGER MATTi i~G ~ ON :0 SILL i ~~r~_ RP i~NG `l -J ti ~ i r ~ a ~ t \ ~~FOR EF~OS~ON ~ONTR\ CHIEF ENG/ARCH ~ C.ONT~F~L~ f~ r ~ r ~ ~-ST,Ar2~~50 TO STA-305! i ~ f ,r'" ~ f~~ ,t~ Q EIRE PROrECrioN ~ STA ~0+5® LTTf r~f ~ r ~ r ~ _ t r f, r f~ r~ B r z r z ~ AIL NEET~ ~ \ + ~ _ _ - - ~ r ,f t ~ ~ Q ~ CP50 ~P510 ANS. X511 ~ ~ A i l~ - ~ FOR R ~DWALL AN ~,ShL~~ r ~ ~ ~ ~ ~ - ~ ~ \ r ~ C _ z ~ z : V ~ ~ ~ t ~ ..........-.-w_ k..- f' ~ 2 w r 1 ~ ~ i ~ , l r ~ w z rte, ry ~ r-" _ _ z w _ ~ ~ _ ~ Q , f, 1 \ A, , F ~ ~ h. - t _ ~2. ~~w o ~ : ,r Z -TT2- 1 I~" 5 34' 02" E w J 1 ~ .w I ~ r Q 'a - ~ W z w ~ ~ i ~ „t r-. ~ / l ~ r-- r t z w f 7 ' ~ ~4 C G ~ f f 1' f r r (n ~ r` r` r r r 1 t r' 1 t t` j ~ ~ ~ - I i t i ~ ! _ N W X _ _ _ _ off' t~`~ ~ s~r' ~ ~ z m z V ~i t ' l _~~l a s ter- 1 2 ~ 7NS CLASS'B"~R~P R~4~, ~ l - 0 ~ ~a~ 7 ~ ,j fJ' ~ f= fJ I J i I I ~ 1 r ~ f ~f - t ,~f _ J , 1# ~ r ~ r / / ~ _ I..I.J _ _ . _ _ 7 z ~ j i i J' r i J h ~ y _ L _ _ _ j i J ~t f f i : J ~ 1 --u, . ~ ! r c ~ ~ , __..r s _ - ~ ~ r r ~ r e f y / rr f t f \ ~ ~ H z p v , {F f - r ~ ~ r } ~ r - ~ \ t J - r' r' 1 - ,r _ r _ > _ ~ r ~ f a r~ _ ~ l f r~ i f ~ t` \ `l .f f r , 4. -.l, ~a 4 _ f ~ I f'J ~ - A. ~ r ~ ~ , ~ ~ i i TE~I?O~A~Y ~QAT~II~G . 7 ~ J ~ f r,, / ~ ~ ~ w;OR ~R~~~ION CONTI~O~ . f r t ;OL _ v _ a, 1 l Q ~ , r r J 1 , ~ S'~A 2~+0~ TQSTA-3~±50 RT ~ f - l ~50 RT f ~ w Y z Q v . ,r _ _ ~ f ~ - w ,r' t f tit 1 ! 4 t, .1 m ~ r ~ ~ l z J ,,rr } j ~ -Y..._ ~ i ~J' ~ F k t t ~ _tir ~ .r 1 1~~ O ~ t r f ~t f-y J ~ (r` o ~ .l ~ ~ ,u v \ r' } l it O ~f ff z J o O t- j 1 ~ J r1r ~ w o .t 41 y+.1 ~ 4 4 \ I IJ \ ly F ~ ~ C 1 ~ i Jf ~ ~ ~ r << ~ ~ _ - , . Q yr ~ ~ ~ a C r A ,r`"~ i Oi ..ti f' `ti ~ ~ ~ ~ ~ °Z~ ~ `1 ~ ~ ' ~ i 1 ~ ~-.y i ` ~ ~ 1 1 i ~ ~ Ia O U , ~ Ji / I a ~ EPROEECT No.: 796542 'ti ~l ~l, ~ 1 w ~ \ M t I coNSTR. coNrR. No. 41 Q J `1 i ~ A ~ t r C O I~ nl ' ~ f' `l; N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwwc No. ~ ~ ~ ~ ~ r t ~ A V ~ i J 1 rJ ~ ~ O ~ ~ C ~ ~ i l f,f 1"=50' 12598734 ~AOi ~ 1~''.f~ ! 1 f ' If ~ t ~ ~ ~ z ~ W ~ . SHEET 70 of 305 (~Q~C~ FOR PROFILES SEE SHEET CP205 GRAPHIC SCALES CG 106 ~OI~O 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a MAT HLINE EE HEET + ~ a / ~ ~ l _s f! ~ / i ~ i i ~ w fr, 1 ~ ~iti / ~ i j~ Y+ 1 ~ / / I ~ ` t ~ r % i ~ / f s ~ ~ ) j , ~ f ~ ~ NOTE: TANK TRAIL 2 IS OUTSkflE OF ttt t f, ~ , r~ 1' ,t ~ ; HE SUf~~EY LIMITS. DESIGNS ARE BASED ~ r- a 1 i i ~ ~ ~ ~ TA~1 ~ f~A ~ ~ C,~J RV DATA ~ ~ 1 1 r 1 ti \ t - ' ~ N AVAk~ABLE GIS INFORMATION. SURVEYS ~tiw f ° rr s 1 t ~ r~. ` r' ,r't ~ ; RE~~ CU#tRENTLY UNDERWAY. + l `1 TT2 ~ 4 ~ ~ ~T T2 + ~ . i . ~ ~ ~ 2+ C5; Y C6 r j ~ 1 1 I ~ -........r _1 . > 1` ? t f r' i ~ 1..... r , PI STA. - 40+6~~:~7 v ~ ~ ; 45~+$~~. ~ ~1' f~-I~STA. ~~~+,~~.~4~~ ! i ~l ~ `L j r ~ ~ ~ ,J i ~~t ~ f~ ~HL~, DESIGN OF THE BIRC~I STREET ~ r`'`~ r,f ,f~~ r` ~ ~ _ ~ t" ~ DELTA - 36 02 48.x° L,T D LfiA ,~.~~-~7; 41~.~ ~ ~ DELI 8~ ;4~.1; LT. + ~ ~ ~ + ~ , r, ~ ~ ~ , ~ ~ ~~.1 (,L~~ ~ ~IIA~ER;LINE IS BASED 01~~ THE DRAWINGS fr1 ~f Y ' ~ t, y~ ~ 5 , ,4 ~ FOR~FY09 BACHELOR €NL~STED QUARTERS-~- r`f` ~ . + ~ ul '0,---'~ 1 l` _ ~ ~`'-_-__1 / I ! ' fir` ,,r' i 1 ~ j I ti ~ a L ~ ..7.68 ~ ~ -,4 4t2~8 ~ r 1`52 9 FI~N~H~CREEK P=~~1.Z.P-1Q~7, _ ~ ~ ~ (/l ~ 1 ~ + f ' - ~ ~ Y' ~ l ~ ~ r \ W ~ .r-- t r` \ _ w _ f, , - << r,• r + r ~ _ ~ . . ~ R ; 950 00 _ ~ + 5~'7~=. 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UY ~ ~ ~ w ~ r ~ f~,. - f , , ` i l~ / r / _ - ~ / ~ 1 ` + ~ ~ I~ r' rr~ r 4, J ~ I r'f 1G t 'Ka t % ~ ~ n / - - j f 1 11 r' ' f ~j AECOM TECHNICAL SERVICES, INC. / ~ f f ' 701 CORPORATE CENTER DRIVE, SUITE 475 t z I , ~ ~ ~ ~ l ~ l i r ~ 1 ~ f J • / / / << f t,l ~ RALEIGH, NC 27607 .j ,l _ ~ (919) 854-6200 www.aeCAm.COm 1 , ~ V TAIL DL CH ~ ti ~ / ~ ~ ~ ~ ; ' - / t i I ~ SLOPE ~ 0.0 ~o ~3 T S ~L~S~S~ / r ~ ; , RI Pi ~ > SEE DETAIL ~ ~ ; , ; / 21 JIBS; S„ + / ' PR~3JECT LIMITS A'E'NF° ,r nPPRavE~ / B RIP ~ ~ ~ ~ ~ + , 1 r / r t / + / 1~ FULT~R FAB,~IC~ _ ~ ' t J+I + l ~3 t' r T' / t x l 1 x / + ~ ti7: r ~ r+ l r 1 A, _ ~ Fr fi ~ F C ~ ~ ~ ~ ~ r , ~ ~ ~ + , / , f~~~ FOR COMMANDER NwFAC ti i - ~ f ACTIVITY , 4 1 y TEMPORARY MATTING--- - - ` 100 EINAE DESIGN r , rfr f - PACKAGE SUBMITTAE EROSION C ~ROL - lY ~ J _ FOR r + ~ / ~ I TA. ~0 5L t ~ 1 ~ TA. 36 50 TO S / 1 / j~ ~X31~~~ ` ~ ~------'vti snTlsFncTORY To onrE 06.13.201 1 - t ~ 1 f ~ D ~ ~ ~ r- ti oES JMK ~Rw NNH cHK JMK ~ ~ 2 TONS' LASS B R9f~::~AP ft f l GAS I ~ , 'erg a f ! ,a'; ~ Q_ r" Z ~ ~ ~ ~Y FI ~ FABR~~ r ~ ~ ~ ~ ~ 1 ' t ~ / ' BRANCH MANAGER t ~ t n ' ~ ~ PROJECT L MIT 1, _ . ~ ti > ~ ~ ~ t 1 / ~ t ~ 1 ~ CHIEF ENS/aRCR C S 3 5 2 ~ _ ~ ~ / I~ ~ ~ ~ . ~ ~ ~ ~ d' / t tj t , ~ i FIRE PROTECTION , ~ t ; , ~ z + ~ 1 1 , _ i _ ~ z ~ t ,..1 ~ Z , ~ 1.~' ~ QZJ g .4 :~~1 ! jJ f ~ ° ~ ~ t ~ Q O 1 / +N, l _ _ t t 1 o ~ i r' ~ ~ U ~ z i ~ ~ ~ ~ t / / ~ , ~ , ' ~ U r,, ~ 1 ~ ! n _ c~ ~ W f" ~ t ~ r ~ Z r t ~ ~ / ~ a a f ~ ~ i ,F f i ,r :1 ~ ~ O ~4 - 2. ~ 4 Ste„...... / / ( + / ~ -TT ( ` r..........._. z ~ J ~ Y - 1 ~ ~ 1 ~ l ~ F~ ty t J `~l r w , - Q i ~ 4 1 / ~ ~ i t+ ii / 4 i J ` 7 1 / / ~ , r ~ , f r w r a r _ ~ ~ ~ _ ~ ~ T ~ ~ ~-N 55 34 02 E Y;, ~ f. 4 , a..~ , , / J ' ~ "`r f r t u r GJ ~ ~ ~ r'~ ~,1 f J +1 ~ r'-- 'mot . 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No. ~ , Q ~ N40085-10-D-5313 r f~ ~ j ~_~0' 2'~ ' ~ 0 5 ,l 100' NAVFAC oRAwwc No. o N O ~ `~~NO ~°~O`i~, ~0~0 ~"=5~' 12598735 .r~~ ~ W ~ . sHFFT 71 oT 305 (~Q~C~ GRAPHIC SCALES CG 107 O 0 1 0 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 a a ~ 1 ~ i j ~ ; ~ , , ~ ~ "mot.. 1 z.. i r -w t ~ i `t It 1 f i f a ti l ~ ~ '1 l f - ~~r, ~ -..w,.. ~ t ~ r / I r' ~ A, t ' x~~ J ~ /f ._f f 1 l 0 I 4 ti~ v , tt~t J,, ~ i ~ ~ ~ ~ ~f I C`~ f~ 1 ~ / ~ ~ ~ ~ 1 , 1 J,, ~4 Y Jr I ~ ' ~ ~ ~ ~ i ' 1 ~ 1 . ~ / i t 1 ~ ~ j / 4 1'' r 1` 'y ~ t l r I i ~ ~1 I s / 1 t i } / 1 ` l I ~ 1 1 t LJ' ~4 Irr `I I J J 1 - t ~ ~ 4 t ~ ~ ~i "fr t ~ } r D ~ 1 4 t _ _ ~ r,,. I f 1 t ~ S 1 ~ 1 ~4 1 } I V / 4 4h~ t ~ i r' I I t l ~l v. tY4 t i I ~ T 1 t` ~ I ~ s i 1 ,r 1 z ~t O r ~ ~,I i t _,...a......... a 1. • U 4 1 . ~ + ,r I t r N w J O S r " l , ~ ( ~ r` tt r ~ 1 ` x ` I ~ 1 s t r ``~j f i ~ N t .....,~~.A A 1 ` ~ ~ ' • i, r i 1 f// f ~ ' F'." 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FIRE PROTECTION J~ s. - " f,, ~ ~ r , `ti ~ _ ~..r °Zz z :r B 1 _ z `4, 4... / r~ ~ / ,,r t ~ ~ ~ ~ J ~ .~,t ~ g ¢ o - i, r' ~ ~ U o r " - z << z z ~ - ~ c w w ~ ` ? ` ` ~ t~ w ~ - { t ~ , 't v ' 1 ' r ~ ( ~ ~ w 1 t t t i t z ~ J Z w ° ~ " ~ F I ~ ` 1 W L ~ 7 i ~ ~ 4, J z r ~ ~ t ~ wZc~ Z W Z ' ~ ~ / / ti, f c~ ~ ~ w ~ w ~ r' F I f A,,r ~ _ J i w ~ ~ A . ` ~ J f I 4„ I• ~ nom- /..n~'~ f,~ J / G'~ ~Zm ~ W Z t_ _ QQ~ i ~ w, ~ , t 1 a ~ I ~ o Q~ 0 1~ J ~ A,. 1 ~i t l l~ li t r I fJ, !r h 1 ~ 1r l~ ~ ~ 1 .r- ~ w ~ ~ ~ f _ f 1 1, ~ 1 ~ J _ ~ , U f "r} / + e ~ t i ~ i 1 ~ a ~N ~ r v.. . C~ ~ 1~... i ~ i r j ~ ~ J ~11 r 1 i ,r` ~ . ~ r 1''~' , ~ `t i ~ r .r / .r r ~ - ~ ~r ~ ~ z r t -u / \ j f i r C / ..,4 xj 1 / tX'~ 4~ /fj t t r 7~ ~ Y ! l 1, ~ . ~ ~ f f~ ~w ~,i ~ W ~ U 1 tt 1 r r / ~ f C3 m z c~ ~ `~1 j i ~ I : i t ° i i , , r A, i - ( J r~ ' ~ e,,.., t ! I ~ ~ ,i 1 i ~ :.I I ~ f, 1 w t , S` II }Y4 ~ t J' f• t 4t ~ `t t tt• 4 ~ W V ~ ? ~~w, C II = C ` i j } ~ 1 1<< s , • r `'e , J ~ 1~-" , , i ~ ! ~ ~ , J k ~ ~ ~ tt ~ ~ ~ ~ ~ ~ w-~ _..r t'` ~ ~ l~l ` ~ t ~ t~ "1, / r~ o ~ ~ O r i n > % ~ ' _ t w i~ } V r`e' I ~ ~ ~ W 1 J U V 1 ~4 , a ,r ~ f ~ ,r , ~ J i t li 4i C ~ *1 r i t4 ! f ~ > U z f t f f / .r'` l ; ~ 1111 { i I : f ~ Z L ~ _ ~ / w ~ ~ o m U A ~ r` r` ~ ~ ~ 1 ff FPRO~FCT No.: 796542 l r~ I ~ ~ r ~ t ~ ' 1~ t CONSTR. CONTR. N0. ~ f ~ ~ N40085-10-D-5313 ,f , ,r ;50 25~, 0 50' 100' NAVFAC oRAwwc No. ~o r i O ~ y~ j``( t'fF o' ~ 12598736 ~ ~ ri rf f ~4 iJ ~4 . •llt~ r tf f ~ z ~ S ~ ~ 1 sHFFT 72 of 305 rr^^ r~r^ vl Q ~ V GRAPHIC SCALES CG 108 J O I O 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 GENERAL SHEET NOTES a a a a 0 D D 0 a U N w 0 N SKIMMER BASIN WITH BAFFLES DETAIL IL STEEL POSTS (QUANTITY VAR.) SKIMMER (SIZE VAR.) 2" x 2" {nominal} ° SOIL ST A PLASTIC SLOPE DRAIN OIL STABILIZATION FABRIC WOODEN STAKE 1?? ,,N 1..1.. R,,, PIPE (12 INJ cMIN.) `~~~e~o~~ss~oq~9 ° ~ SEAL 1-2" = 14101 = tip, `MQ~P C MiN 4-~~ex.~ W 6' cMIN. MIN. MIN. IMINe) SEAL' ROPE A=COM AECOM TECHNICAL SERVICES, INC. COIR FIBE TEMPORARY OR C R FIBER MAT 701 CORPORATE CENTER DRIVE, SUITE 475 #10 STEEL RALEIGH, NC 27607 (919) 854-6200 www.aecom.com REINFORGEMENT BAR A/E INFO PERMANENT D ITC H 2'~MIN.~ ~ ~ SOIL STA6ILIZATION Feeazc APPROVED ?~r '~iti~ cMiN.~ 41t ~E 4'(M INJ ~ STONE PAD WOOD STAKE IAMETER BEND FOR COMMANDER NAVFAC W ~ METAL POST 4 t~ ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL EMERGENCY SPILLWAY EARTH DIKE SATISFACTORY TO DATE 06.13.2011 6 IN. L = 3W DES JMK DRW JMK CHK JWJ (MIN.) 3/4L COIR FIBER M L/2L SOIL STABILIZ FIBER ~ A T 2A, « «PM/DM» CW/PV L STABILIZATION BRANCH MANAGER ~ ~ 1/4L 1' FABRIC FABRIC CHIEF ENG/ARCH FIRE PROTECTION g ~ _ , _ ~ MAN. ~a ~N. o Q a IN. B ~ 1'tM INJ - OVERLAP OVERLAP ~ Z ~ z cMIN.~ tMIN.a ~ g ~ ~ 0 r ~ ~ 1.5:1 (MIN.) ~ 3, s. a iN.cMzN. r-4 IN. cMzN.~ 1 " {nominal } z ~ ~ Z w j ~ zQw o I~4'-~I ~s2 - - - STAPLE ~ v O ~ww Z ~ UNCLASSIFIED EARTH - - - - 1?? w>J Z aQ w MATERIAL NATURAL G 2' I ~ `MIN'' LEVEL AURAL GROUND ~ z w W W J LEVEL ~ o m J X Q QQ~ ~ W w COIR FIBER BAFFLE UNCLASSIFIED EA (SEE DETAIL) MATERIAL FIED EARTH J, z ~ ° a Q ~ 12 ~w ~ ~ ~z z Q STEEL POSTS CLASS B STONE PAD (4' x 4' x 1' MI 0 ` x 1` MIN.) ~ ~ m z W J ~ w Q w z O ~ OO=R FZB~R SAT ~ m NOTES ANCHOR OPT=ONE w w 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. J Qw N 2. LIMIT EARTH DIKE HEIGHT TO 5 FT. Z~ Q m 3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. = J 4. DETERMINE EMERGENCY SPILLWAY LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN. 3AS I N. o a~~ Z Qo ~o q ~~Z 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTER FABRIC AS DIRECTED. J U rR 6. SOIL STABILIZATION FABRIC FOR EMERGENCY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR IAT OR OVERTAPPTD 18 IN . (SIN . NOT TO SCALE ~ ~ ° z `J aa~ Q w o scA~E: NOT TO SCALE EPROJECT No.: 796542 CONSTR. CONTR. NO. ~o,a N40085-10-D-5313 Q NAVFAC DRAWING NO. nog 12598737 SHEET 73 of 305 ~~a= CG501 or~o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z ° °m p °m o~ H -Q ~ H -p ~-F , FQ C-~ ~H z 8 MAX. WITH WIRE ¢Fa-, ~H z p~oaoo 6' MAX. WITHOUT WIRE H~=v I'Hp7pa r ~ v~ ~ ~ oa ~ r ~ ~ H~c=~~ tLJ~I-~~ mz LLJ~HZ mz H -I D p~U3= H -I D 0L0~= =oDnm w¢zw= =oAnm -nz~ t-c~~oo -nzA v =spa MIDDLE AND VERTICAL WIRES ¢ E- H ~ =cnQo Z D 3 ft ~=t-~H zH~r~ HALL BE 121 A E MIN. ~H pw zH~°rm . ooH S /2 G UG c~wHJ ~}©H cnt-~OJ n=~z oo~~ o=~z ~yA z ,H ~yD oQV~`~ ~ ~ > H y t0 a H H V iG H ~ o o o TOP AND BOTTOM STRAND ~ w ° ~ o 0 ~ a z SHALL BE 10 GAUGE MIN. ~ ° z DIMENSION * 1l WIRE MESH-~ ~ Q ~ N w GENERAL NOTES: j~ SEDIMENT CONTROL STONE ° USE NO. 5 OR NO. 57 STONE FOR SEDIMENT tIMENT 2 fit r ~ N 6_. _ _ - ~,~i-==- - - ~ --==1T~111- N CONTROL. 1 fit min Lll _ ~ ~ , ~ m USE HARDWARE CLOTH 24 GAUGE WIRE MESH , MESH I~'~II~II~II~II~II~II~II~II~ ~ ~ ~ . ~ , a 1~,1 Ci WITH /4 INCH MESH OPENINGS. ~ ~ Z WIRE FILTER FABRIC °C ~ z -I ~ o W A ~ INSTALL 5 FT. SELF FASTENER ANGLE STEEL STEEL ' IL J 111 r V r r POST 2 FT. DEEP MINIMUM. '-'S H ~ Z H tD Q ~ _ ~ W ~ = SPACE POST A MAXIMUM OF 3 FT. z ~ ~ ~ o ~ m ¢ v~ a~ ~H Ha 4 Z 1/ WIRE MESH ~ 0 ~ D NOTES ° J 3 D -C o USE WIRE A MTNTMUM OF 32" N RI o o ~ y FILTER FABRIC ~ ° y Z D SEDIMENT CONTROL STONE ~ ~ N ~ IN WIDTH AND WITH A MINIMUM ¢ ~ ~ N ° OF 6 LINE WIRES WITH 12" STAY COMPACTED FILL ~ ~ ° 1 fit min ~ ~ ~ z r ° SPACING. ~ Q ~ n ° ~ USE FILTER FABRIC A MINIMUM 'Q o WATER FLOW ~N ...°°RO ~ Q : ~ e°o~ESS/~~ .9 U)~ zA H OF 36 IN WIDTH AND FASTEN - - ~ - - _ ~ ~ ~ _ W e~ - _ ~ ~ ~ m z ADEQUATELY TO THE WTRE AS - - - ~ ~ - - - ay a ~ z _ I I I ~ - cn = ° ~ SEAL ~ °e Z~ _ i I--~ H o ~i DIRECTED BY THE ENGINEER. - i - - ~ ~ (~-=~T~ _ ~ = 14101 = m PROVIDE 5 -0 STEEL POST OF THE - ~ - ~ - ~ ~ ~ STEEL POST - 2 ft DEPTH ~ ~ ~ z '11 ~ SELF-FASTENER ANGLE STEEL TYPE. w ' ~ W ~p °~NGI NE~~` 1/4 WIRE MESH ~ 'S,l,`°°•°.. ,.•Q~P ANGLE STEEL TYPE. ~ _ ~ Z „ STEEL POST 2 -O DEPTH 2 f t ~ ''"~1~~1~111 4 ~ to I m SEAL' EXTENSION OF FABRIC AND SHEET 1 OF 1 WIRE INTO TRENCH SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 ~~0~ 1605.01 1605.01 1606.01 16t}~i . U1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . ~W I N G 1606.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL m z m a EARTH BERM Z ~ -D ~ (J) 0 -q EARTH E EARTH BERM '4 OITGH BLOCK O Cn SATISFACTORY TO DATE 06.13.2011 DITCH BLOCK F 5' < ~ F Q < FUTURE E.O.P. DITCH E ~ H Z ¢ F 'S ~ H Z FUTURE E.O.P_---____ ~ _ _ _ _ _ _ _ Q Q DES DRW CHK 4C N s JMK JMK JWJ 7iHO~ zCL=U Z"Hp~ H ~ ~ ~ «PM/DM» CW/PV rQm~p w-EOH ~ ramp-~ Hz-I D app-=z Hz-I=Tr I.L J ~ I-I-.`, BRANCH MANAGER 000= S7i 7C1 -E ~ Z ~ ~ n ~ _ ~ p y m W Q ¢ LL = _ y y m SILT BASIN LOCATION ~ Z CHIEF ENG/ARCH SEDIMENT CONTROL STONE GLASS B STONE W 'Q ~ _ z~ NOTES: ~occoc~ z~ ? ? ? ~ Q V ~ 0 tO-1 FIRE PROTECTION z=~o~ 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE H=~zw z='ooo~ • ~aH TRUCKS. ~~wo~ ~ ~oH ants-,moo"; ~ ~ a a B o = ~ z 2 . LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION o o v7 ¢ ° _ ~ z ' ~ 7> ~ ~ H~ ~ D i D ~ BY ALL CONSTRUCTION VEHICLES. z D ~ ~ ~ og~ ~H y 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SO dH ~H y TEMP. SLOPE DRAI _ ~ ~ EMP. SLOPE DRAIN TEMP. SLOPE DRAIN • ~ C1 ~ C~ ~ U Z TEMP. EARTH SHOULDER BERM ~ W z c ~ o° o TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. w° O o TEMP. EARTH SHOULDER BERM Z / ~ ° Z ~ z = PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. - - - - - - - - - - - - - - - - - - - - - / 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLASS "B" sT z CLASS "`B'" STONE FOR ~ CLASS "B" STONE FOR z Q w U EROSION CONT / CLEANED UP IMMEDIATELY. / EROSION CONTROL ova EROSION CONTROL C7 LL w Z a o; o / 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ~oaoaa°®.o INLET PROTECTION INLET PROTECTION g~oa°.~~~°a°Q° w Q ~ w ~ / ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. OPTION #1 OPTION #2 A ~ Z ~ ~ W ~ S'ii / 0 PROVIDE FREQUENT CHECKS Of THE DEVICE AND TIMELY W A ~ / ~P ~o ° DESII MA NT NAN v sTOR, DESIGN SILT BASIN VOLUME FOR 1840 CUBIC FEET OF SEDIMENT I STORAGE PER DISTURBED ACRE, ~ v t ~ w X / Q' pbo°a° I E CE ~ EARTH BERM ~ G °~'oo°~ 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO Z C DITCH BLOGK~ FUTURE PAVEMENT ~ ~ ~ z m J ' ` W Z / 'y~ ~ Q H Z ANCHOR STAKES m / Qj odo~ ° o~~. S BE DETERMINED BY THE ENGINEER. O ~ ~ Q ~ ~ w ~ r / QJ m°o~o°QO°o ~ 7. USE CLASS `A` STONE OR OTHER COARSE AGGREGATE APPROVED TEMP. EARTH SHOULDER BERM r / 000°0 ~~q0o°aO~ o ~j'+. F (T) H TEMP. SHOULDER ANCHOR JLDER BERM LL W Q~ o Q 0 ANCHOR STAKE S~fl m z ~ w U ~ H o~°o0P 4~00°~ o BY THE ENGINEER. C3 Z ~ / o ~°g ~o Z ~ G7 BERM DITCH 12 EXTEND DF ~XTEND DRAIN AS REQUIRED TO EARTH BERM DITCH BLOCK ~~O Z Z O z c ~ _ / oo oo°~~o W ~ _ _ _ _ _ MIN. COINCIDE °i ~ ~ -4p°n ~ xo ao~o`~o~ooro 'S 0 0 ~ ~ _ FINISHED COINCIDE WITH HEIGHT OF FUTURE E.O.P ~q ~ 'Q a a ~ FINISHED EMBANKMENT ~ ~ ~ ~ ~,.c~gynS}ooo°~ao9nn~O°o 0o a0~Q~ ~ ¢ Z ~ U} \ ~ - - ~ \ TEMP. EARTH SHOULDER BERM ~ ~ ~ ~ ~ ° ~ ~ '-V~h?'h°~~~W~~~~o~~°o ~ o ~ 12" TEMP. N y z a ~ a °oo ° ~ r z MIN. 10' MAX. j O~ ~ z W z ° o ~qy° o o - - _ ELE ~ ° ~ o`R~Oo°~o~o°~o ° F ~ ~ ° NATURAL GROUND LINE - - - - - ° C D 0 °~o°oo°o~~ooo°a° fl= V D - ~ ELBOW ATION ~ Q ~ W a~ /1~ ~ =`rj~p~ P R,~op~ '0 "3 ~ EARTH BERM DITCH BLOCK ~ ° ~ / ~b0 `9J~ o o Q ~ ~ ~1 ~ SILT BASIN 60C TEMPORARY SLOPE DRAIN FILL Q ~ W L ~ ° ~ ° Q ~ Y ° TEMP. SHOULDER BERM DITCH W '~'.~°,bo ~Oo°~o~,~,,,~0°o`~g,~ 'L o 5' MIN. i' MIN. ANCHOR STAKE TEMP- SHOULDER MATERIAL Z ~ J w O z N ° ,,,„o ~oo'o`DOO° ~ ° ~ Q ~ I''~~o0o~g°°r3~~80~ ¢ ~ ~ STAGE BUILDUP OF FILL o, D pRi~o~o0 ~R,~ap~' I- N? ~ , D piTCH z f ~ ELBOW ~ ~ ~ ~ ^.~~o ° Z ~ ~ ~ qa o o z N ~ o H Ei rr ~ h~_,_~~ o H NOTE: TO m CLASS A STONE F _ ~ Z ANCHOR STAKES 30" LONG TOE OF FILL p`~°°a'~°o ~ T~ _ ~'l' Z w w G ° J' O z G7 v Z H ~ AND SET MINIMUM 12"' DEEP. ~ z 8 IN. MIN. DEPTH ~ EEP. ~ ~OF FILL F~-1 Q ~ ~ W J ~ GLASS "B" STONE OR SILT SHOULDER W Q W N W o a~, m~ GLA ~ ~ O z W ~ a Bas BASIN TYPE B. SEE NOTES. ppINT C'3 ~ Z ~ Q Q o ~ w ~ TEMPORARY SLOPE DRAIN ~ ~ w _ ~ N TEMP. EARTH SHOULDER BERM ~ W ~ F- J N Z ~ Z ~ SECTION A-A ~ 'Q N a ~ NOTE: PLACE FILTER FABRIC BENEATH STONE DL NOTES: U m ~ 1. OPEN END PIPE WITH MINIMUM SETBACK AND PROPER COMPACTION I ER COMPACTION IS AN ACCEPTABLE INLET TREATMENT ISOMETRIC VIEW ~ o ~ Z U O Z FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE TH 2. DESIGN INLET PROTECTION OPTION #2 FOR 1800 CUBIC FOOT OF S AGE FOR MORE THAN 30 DAYS. ~ w J o U r~ GUBZG FOOT OF SEDIMENT STORAGE PER ~ Q a W V ~i DISTURBED ACRE. c 3. DESIGN SILT BASINS WITH A 2:1 LENGTH TO WIDTH RATIO MINIMU G' TH RATIO MINIMUM. ~ ~ ~ z 4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS O TLET LOCATIONS SUBJECT TO SCOURING. d Q ~ Q SILT BASINS AND/OR OTHER ER05ION CONTROL DEVICES MAY ALSO °i SHEET 1 OF 1 SHEET 1 Of 1 SHEET 1 OF 1 AT OUTLET LOCATIONS. VICES MAY ALSO BE UTILIZED TO PREVENT SCOUR o Z ~ ~ SHEET 1 Of(~1 scA~E: NTS 5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT. 1607.01 1607.01 1622.01 1 • a1 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~ooo~ DOT ROADWAY STANDARD N40085-10-D-5313 ~~~o NAVFAC DRAWING NO. °~N ~~~o ' SWING 1622.01 12598738 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 74 of 305 ~Q~~ N.T.S. TYPICAL `T CG502 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v o ~ ~ ~ ~ ~ GENERAL NOTES: z o~ < ~ ~ Q < ~ CONSTRUCT THE COIR FIBER BAFFLES F-1 ~ H z d ~ ~ Z WITH A MATERIAL THAT MEETS THE SPECIFICATIONS .IFIGATIONS ~ ~ ~ - ~''H o ~ H ~ = U D H O ~ OF THE COIR FIBER MAT SPECIAL PROVISION r0'n~tn w JpH r0'n~cn :SION COIR FIBER BAFFLES ~ H oc ~ v i z~= p o 0 a= z H z~= A PROVIDED IN THE CONTRACT. 000= O ~ -I ~ z O ~ ~ D y m w d d = o y y m PROVIDE 5 STEEL POSTS OF THE SELF-FASTENER FASTENER ~ ~ Q ~ = D z ~ q Urz O H z ~ ANGLE STEEL TYPE. INSTALL STEEL POSTS ?STS PERMEABLE ~ _ ~ z H z = ~ o ~ ~ _ ~ z w z = ~ o ~ WITH NO MORE THAN 3' OF THE POST ' ~ o H o ~ ~ ~ o H APPEARING ABOVE THE GROUND. POST j STONE DRAIN ~ J ua~ Ow t>=~z O©~~ n=~z ' pyD z •H DyA ~o~jQ H ~ ~ ~ v ~ H ~ ~ y ATTACH THE COIR FIBER MAT TO THE ' ~j z ~ o ~ p w ° ~ o ~ STEEL POSTS WITH WIRE OR OTHER ACCEPTABLE :PTABLE p a o a i1ND SIDE ~ o N z ~ r ° z ~ MEANS AND STAPLED INTO THE BOTTOM AND SIDE SLOPES OF THE STILLING BASIN WITH 12 STAPLES. w 2r` STAPLES. r' rrWrr 5r+ o y INSTALL THE TOP OF THE COIR FIBER BAFFLE A 3AFFLE A 4'(¦Ax.1 ~ ~ = THE Z N WASTE MATERIAL ~ MINIMUM OF 6" LOWER THAN THE TOP OF THE FILL SLOPE H STILLING BASIN BERMS. r r USE THE TYPICAL SECTION SHOWN FOR THE M STILLING BASIN AS A GUIDE. THE BASIN MAY HE 1~rr`v 1/ rr`n 1/ rr`rr 1/ rrLri SIN MAY ~ a AS ~ 1,1. Z VAR. ~ Z z HAVE ANY TYPE CONFIGURATION AS LONG AS ~ O , r ~ = O O SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS 'ROVISIONS ~ 111 m r 2 TO 10 V r ARE MADE FOR A PERMEABLE STONE DRAIN. :N. \ c~ D stn zM N _ r..i ~ = DO NOT EXCEED 5 FT. IN HEIGHT FOR THE EARTH p VAR. p y "HE EARTH ~ H W r r 's DIKES REQUIRED FOR STILLING BASINS. ~ ~ O TO 2 ~ d ~ ADDITIONAL DEPTHS MAY BE ATTAINED BY y ac F Z ~ D ° J D EXCAVATING BELOW THE NATURAL GROUND LEVEL. 3Y ~ ~ -Cv ~ '~v i LEVEL. D p, EARTH DIKE \ ° D oC tti O D THE STILLING BASIN SIZE IS VARIABLE AND :AND . y o d ~ v DEPENDENT ON SPECIFIC SITE REQUIREMENTS BENTS PLAN o ~ H z ~ AS WELL AS PROPOSED CONSTRUCTION r v d ~ ~ v OPERATIONS. HQ C~ D cn pC D ~ N O -p H SUBMIT THE SIZE, LOCATION AND PERMEABLE STONE :ABLE STONE r rr rrLrr = 2nWrr MIN. r rr+ 0 M ` ~ •°°~ESS/~~° 9 1 -p 1± ~ ~1~ 1 r-Orr ~ ~ 1 -0 H Q = : ~oSEAL ° z ~ d. m z DRAIN MATERIAL FOR APPROVAL PRIOR TO ~ ~y H ~ p O CONSTRUCTION. "a ~ = ° ~ = O~ ~ = O z F 1't~ O PUMP THE EFFLUENT INTO THE STILLING BASIN TO a BASIN TO ~ ~ J _ 14 10 1 ` 3' ~ ~ Z spy ~NG ~ NE~~° ~ w ~1 ao A MAXIMUM DEPTH OF 3 FEET. UNCLASSIFIED PERMEABLE ~ M° KAMP~P`~ C r EARTH MATERIAL STONE BRAIN J '''~11~1~1111`\ c m F J z ~ ~ GOIR FIBER BAFFLE STEEL POSTS H SEAL' 0 o VARIABLE ~ i+~ in SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 TYPICAL SECTION VIEW SHEET , of , ~ 1630.03 1630.03 1630.04 1630.04 ~COM 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . DWI NG 1630.04 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N,T.S. N.T.S. TYPICAL 4 APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v om O Qm z H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~H z ,Q~~ ~H z F- - DES JMK DRW JMK CHK JWJ ~>HOO~ H~=C3 AHO~p rOm~~ ~ JpH r0-n~tn H ~ ~ C> «PM/DM» CW/PV Hz-I D O0(/~=Z Hz-I D 0 ~ ~ t1 = BRANCH MANAGER Oo~nm wQz~. ~ OO~nm Cl) LIJ Q Z ~ CHIEF ENG/ARCH =~1ZD f-U'°CO~ =~1zD V =fr7~0 d H ~ =t13Q0 Q V ~ 0 H FIRE PROTECTION zH~r~ c~nH ow zH~r~ Stream Bank c~n o w M H z a n G~'~~H ~~Hd C'y~~H =~z 00~~ =~z LL J o Z ' ~yD z ,H DZ,D Special Stilling Basin z ©H ~ o g ~ o > ~ H V I- H H V ~o o ~ W° ~o 0 o ~a ~ z ~ h ° z ~ Existing Terrain ~ Z n r- ° ~ w ~ wQ~ ~ O z w o ~uL~ Z ~ Z \ J W ~ ~ w z Q ~ t U W Q m COMPACTED SOIL ~ y m ~ z ~ ~ O z ~ ~ ~ Q ~ ~ w ~ ~ O ~ 2 MINIMUM w Z ~ O ITI r ~ O ~ r N z~° a r"r ~ H '17 H Z m ~ z U ~ ~ = H ~ _ ~ FLOW y y 15.0` to za.o' a ~ o ~ I.aL ~ o ~ ~ d ~ ~ MINIMUM ~ ~ ~ oZ ~ W z ~ D ° y D Z ~ ~v ~ ~ '~v c -~D °O Mp o J O o ~ o D v o~ r v N w ~ O N z ~ r z w O z ~ v 6' TYPICAL d Q v 8r' afi Sediment Control Stone ~ ~ ~ m O c ~D cn ,~D z N cn ~ ~ O H Filter Fabric ° yz =a aDz ~ ~47 H~ O L O W H v W J ~ ~ W Q W ~ W ~ Z~ ~H y~ o O z O c~ D. Z ~ m CROSS SECTIONAL VIEW w z ~ ~ V! = J 0 ~c~~ ~ Z oQQ o ~ A a Z Note: Provide Stabilized Outlet to Streambank w J o ~ O 0 Nat To Scale ~ > ~ W a o_ aQ~ a w SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 o ~ SHEET 1 OF 1 scA~E: NTS O 1630.05 1630.05 1630.06 ° 1630 ¦ VV EPROJECT No.: 796542 CONSTR. CONTR. NO. DOT ROADWAY STANDARD N40085-10-D-5313 ~oN~~ ~~oo NAVFAC DRAWING NO. o~o~ ~~o~o ' SWING 1630.06 12598739 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET 75 of 305 ~Q~~ N.T.S. TYPICAL CG503 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v vm p vm z o~ ZI H ~ ~ ~ r - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - , - - - - - - - ~ ~ r - - - - - ' - - - - - - - - - - - F-1 ' ~ I ~ Q Q ~ ' ~ ~HaO i Z~=V pHaO Q ~ I H ~ ~ H ~ ~ V i LLJ~HZ mpm~~I ~ ' ~-~a'-'z mQm~-pl ~ Hz-I=D ~ - _ _ _ _ _ _ _ _ _ ~ oo~= Hz-I=A ~ _ - NOTE: w¢z~ ~p~nm i ~ i w~Z~ ~p~~m i ~ z„~y ~ ~ r ~ ~~da~ s„zy ~ ~ ~ ~ C~ ~ Q a H vy~°O ~ p ~ r z~pO ~ ~ ~G ~ S O `J USE CLASS `A' STONE FOR E- ~ oQc ° ~ D _ _ <t 0 0 - ~ ~ _ ~ ~ STRUCTURAL STONE . ~ ~ ~ o ~ c>v~~ SEDIMENT ° ~ ~ ~ ov~~ SEDIMENT 2~~ i - O tAOC ~~A i` ~ - ~ ~ v ~ ~ USE NO . 5 OR NO . 57 STONE o ° cn ~ G7 i ~ H ~ y CONTROL ~ ~ ~ ` - . NOTE : z , ~ ~ y CONTROL ~ ~ p~ ~ / , ~ y,~ -c H ~ STONE ~ ~ CLEAN SEDIMENT WHEN o_ H -c H STONE ~ FOR SEDIMENT GONTROL . ~ H o A ~ o ~ - o A po ~ w o A P - ~ c~i ~ A DIMENSIONS SHOWN ARE ~ w p ~ a _ z c°~ ~ ~ FULL OR AS DIRECTED ~ o z o°~ ~ ~ h ~ ~ t MINIMUM ACGEPTABLE UNLESS ~ o i ~ O ~ i i tom, o ~ ~ BY ENGINEER. ~ t OTHERWISE SPEGIFIED BY ' ~ ~ c ~~c-' ~ USE NO. 5 OR N0. 57 STONE o ~ ~ ~ ~ i ~ ~ U ~ ~ i ~ FOR SEDIMENT CONTROL. Q ~ ~ o ~ ° ~ ~ THE ENGINEER. `~c>~ ~ STRUCTURAL ~ USE CLASS B STONE FOR STRUCTURAL ~ - CONSTRUCT TOP OF BERM A o . ~ ~ ~ .o ~ ~ ~ i J L/ 3 STONE ` c o~ ~ ~ ~ STRUCTURAL STONE. a STONE ~ o° L ~ D < ~ MINIMUM OF ONE FOOT BELOW 1,1,1 ~ ~ ~ ~ ~ THE SHOULDER OR ANY ~ r ~ ~ ~ ~ z ; ~ ~ ~ c ~ CONSTRUCT TOP OF BERM o z ~ ~ ~ v F c ~ ~ ~ ~ - DIVERSION POINT. t~ F r - A MINIMUM OF ONE FOOT r C, c m~ ~ ~ ~ c~a m~ ~ - ~ , ~ ~ ; c~ -1 ~ ~ BELOW THE SHOULDER OR z Q ~ - , - OC ANY DTUERSION POINT. ~ Vf to ~ q E- to to ~ - ~ Q F m-~ ~ mp ~ _ vz ~ of vz H ~ H o F Z v ~ Z v 3D ~ ~ a°cul 3D ~ 1,1,1 m o Q~ m o -~v zG ~v ~ F ~ D ~ A N RO Cf3 ~ : e °O~ESS/ ~9 ~ ~ 1`-6" 2' MIN. 1'-2" U~ ~ 1'-O„ N = ~ H _ ~ e ~ ~ I~ r+z v~F Dz ~ 47 1'-6" (oo ~ 12 H W ~ p ~,~,~0 1'-6., 1 `-6" Oo ~ 12" H LV - : ~ SEAL ~ ° ~ ~ ~ ~ ~J` ~ -1 a ~ O = - _ z z -1 0 - ~ _ . ,I Z Z ° °~NG E~~°°~ ~ r u - - - ~ w ~ r n ~ 7-6 ~ 5-O m 6 ~ m ~ ~ //uoy ~e N° P~ U Orr SEAL' a ~ ~ ~ oC ii. FILTERED F: FILTERED WATER V WATER SHEET 1 OF 1 SECTION A-A SHEET 1 OF 1 SHEET 1 OF 1 SECT 1632.01 1fi32.01 1632.02 SECTION A-A SHEET 1 OF 1 ~~0~ 1032.02 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . DWI NG 1632.02 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v om p Qm z H~ H~ H~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 C~ 1/4" WIRE MESH F-~ FLOW ~ ~ DES JMK DRW JMK CHK JWJ ~'Ha~ p HOC=C3 AHOY B B~ ~ H ~ ~ C> «PM/DM» CW/PV rpm~p O. D ~JaH rp~n~Cn MHz-~=y 00~=Z Hz~=y 0 ~ ~ t1 = BRANCH MANAGER ,np7on-I ~Z ~p~n-I U W Q 11. =mZDm a:~ a:~ Q a ~ a: t-cy¢o~ =mzDm Cl) - - - LIJ Q Z ~ CHIEF ENG/ARCH Cp o'~ ~ ~ ~ SEDIMENT CONTROL STONE - - Q V ~ 0 H FIRE PROTECTION _ _ f- x~oa ~ ° .o, ~..o. ~ ~ ~=~z~ =uyoo zH~r~ o. oF- o~ ZHpr~1 . vaH ~,~C, w v ~ n=~oz ~ ° ~ o 0 0 oa~Q ~='°Z A zW °~a Q A ~~~OQ Q Z z Z r ~ ~ Q ~ O • Fyn A C . A Y , . Y Z ,H~ • ~D» ~~0 ~ ~Q~ ~ F~ ~ 0 0 0 0 ~ wo 0 0 NOTE ~ ~ ~ ~ z C ; ~ o z Ca C. C. t}} Z USE CLASS `B` EROSION CONTROL STONE r- ° ~ ~ z = c o: p o wvz ~ O FOR STRUCTURAL STONE. ~ ~ w z P 1 rr o /4 WIRE MESH ~ ~ o. p. o. . C . 0. o.. - p ..o ~ USE N0. 5 OR N0. 57 STONE FOR SEDIMENT ~ w Q ~ L~ o o ~ m a ~ STRUCTURAL STONE Q _ CONTROL . Z ~ C~ ~ ~ p . . 1/ „ WIRE MESH 7C ° ~ a o. ul ~ W J t w W Q p, " ~ w X ~ ~~C~ ~o~:. ~zC:. ~ . O m a0. 0. .~~a0. 0.:~~a0, o~, ~ a m ~ ~ m J Zn ~ SEE NOTE FOR POST DESCRIPTION ~ F ~ p r r MAXIMUM POST SPACING 4 FT. ~ ~ . ~ r L=3XH > Q o~ w o Q U Z mH 0.. ~a H P, H W ~ z ~ ~ ~ o ~ ~ r Q ~ Q ~ N to 2' * 2, q F ~ to m ac ~ c OZ 12 ~F z B-- g--r~ o ~ z w z ~ E..~ v NOTE O Z Nv of ~ J O 0 3 D 2 USE NO. 5 OR N0. 57 STONE FLOW-. 2 ~ ~ M FLOW 7O m ~ ~ FOR SEDIMENT CONTROL. PLAN o ~ W ~ U i Z p ' ~ USE 24 GAUGE MINIMUM WIRE ' p M r p ~ SEDIMENT ~ ~ : 0 6"~ 1 MESH HARDWARE CLOTH WITH SEDIMENT : ~ 6rr Z -I -Iv i Q~ v ~ ~ CONTROL STONE WIRE ME H 1/a INCH MESH OPENINGS. CONTROL STONE ao y 2 S „ ~ np ~ ~ z m O_ ~ ~ 1 -6 PLACE TOP OF WIRE MESH 1 -6 ~ ~ _ ~ ~ ~ Z N o * A MINIMUM OF ONE FOOT BELOW * = m 2!3 CHANNEL = ~ W ~ a A z THE SHOULDER OR ANY ~ E- ~ Z 2 ~ ~ p DIVERSION POINT. H W p ~ z WIDTH 2` MIN ~ ~ (n J ~ -t---~ 12" J Q W (w W o INSTALL WIRE MESH UNDER J J ~ ~ -I ~ AVERAGE BOX SEDIMENT CONTROL STONE. AVERAGE BOX p z ~ 2 MIN *T H = 12" MIN e ~ t'3 ~ Z ~ m ° -C ~ DIMEN I N VARIABLE DIMENSION VARIABLE Z N ~ ~ S 0 USE 5 STEEL POST, INSTALLED w Z rC[ w _ a_ _ _ e~ y W 0 ~ J N ~ ~ FILTERED FILTERED ~ o m 1.5 DEEP MINIMUM, AND ~ ° WATER OF THE SELF FASTENER WATER ~C m r Z LL a ~ ~ O ° ~ SECTION A-A ANGLE STEEL TYPE. SECTION Y-Y V ~ ° n SPACE POST A MAXIMUM 0 oC A SE SEGTION A-A * SECTION B-B ~ ~ Q o o o OF 4' . - c' T - 12 MIN., 1$ MAX. F ~ > v z SINGLE-DIRECTIONAL FLOW Q Q ~ Q o_ w ° MULTI-DIRECTIONAL FLOW SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 0 0 ~ SHEET 1 OF 1 scA~E: NTS O 1632.03 1632.03 1633.01 G 0 1633 ¦ 0 1 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 oNN~ ~~~o NAVFAC DRAWING N0. ~~o`~o ~o~o ' SWING 1633.01 12598740 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A^ SHEET 76 OF 305 ~Q~~ N.T.S. TYPICAL L•~ CG504 oo~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v om p om z o~ H ~ TEMP. STONE ~ H ~ ~ ~ DITCH CHECK ~ Q < ~ F-1 ~H z q~~ ~H z Q AHpap Q• ~N~ H~ U AHp~ ro-n-Itn SQL PvE~ wJpH ro'n~cn H ~ ~ LLJ~HZ mz =-I P OOa=z mz =-I H -I A (A H -I A 000= oC z pp~nm wdz~- L~Oa°nm =mzA ~ ~ I-U"`ZO~ =mZA D xoop , , NOTES: Q ~ H ~ spop zH~rrn ~ ~H ow zHvrrn J~ CJ~~WOJ ~ o ~ H USE CLASS 'B' EROSION CONTROL STONE FOR ~ ©H ¢ ~ o ~ H _ ~ z re EDGE OF PAVEMENT O ~oG = ~ z ' D A A STRUGTURAL STONE . z, H D A NOTE STRUCTURAL STONE SEDIMENT CONTROE p O ~j`~ STONE ~ . 7 R STRUCTURAL 1 c a o ~H ~ ~ . ~H ~H ~ USE CLASS I RIP RAP FOR STRUCTURi ~'o ` A~~V, ,~c~e~ THE ENGINEER MAY DIRECT THE OPTION OF ° po ' w z ~ Otiv~ r~ ~ o z ~ STONE. 5 CLASS A STONE FOR SITES HAVING LESS THAN h 0 ONE FOR ~ ~ N STRUCTURAL STONE ~ ONE 1 ACRE DRAINAGE AREA AND A DITCH USE N0. 5 OR N0. 57 STONE FOR ~7 BACK GRADE LESS THAN 3%. ~ SEDIMENT CONTROL ~ SLOPE ~ m DO NOT PLACE SEDIMENT DAM IN DAM IN d N m ~ USE NO. 5 OR N0. 57 STONE FOR SEDIMENT ~ ALIVE STREAM. s CONTROL. PLACE SEDIMENT CONTROL STONE 'o W O O ISOMETRIC VIEW AS DIRECTED BY THE ENGINEER. d. ~ i FLOW Q. ern ~'rn ~ ~ bz OI- a0z ~ O ~ NATURAL GROUND w ~ O O t,~ ~ N 1 MIN. Y N to z v ~ to ~1= HW O= H 0 O oo ~0 0 ~ = C'~ ~ 00 8 to Cf °0 0 0 Q ~ o ~ ~v 7C D o A f Q Z oC W z 1- y z ~ o H y~ of m~ N~ ~N v~ oc ~ r v CROSS SECTION o y N v o W VEE DITCH z ~ ~ Q~ ~ A ~ ~ Z A 2(3 CHANNEL WIDTH _ ~ BASE OF DITCH O ~ ~ ~N RO °e •~ESSio ti9. 11~ NATURAL GROUND 12" _ ~ S MAX. 5' MIN. _ ti Z 1' MIN. SEDIMENT 12 MIN' O v Z ~-s-~-~ ~ ~ o e --------------TRAP J ~c o g... >co r o >o o~p H - 410 = - FLOW O, I I rn 0 C'3 GC ,1 O 0 ~ O ~ o o FLOW - l W Q ao ~ ~ J OC -1 ~ i ~ ~ O -C m ~ OPTIONAL TYPE ''B" 4'-6'" 0. ~ 12" THICK SEDIMENT ~ ~~/'yi~//M° KAMP~P SILT BASIN ~ ~ CONTROL STONE a SEAL' ~ CROSS SECTION ~ ~ 12" THICK SEDIMENT 111 TRAPEZOIDAL DITCH CONTROL STONE F A ELEVATION VIEW SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 ~~0~ 1633.02 1633.02 1634.01 1634.01 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 1634.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL 4 APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v om p Qm z H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 C~ NOTE: - ~d ~H z Q~~ ~H z .~-Tr.~~," ~ Q ~ DES JMK DRW JMK CHK JWJ A H p aoo USE CLASS 'B' EROSION CONTROL STONE ~ ~ H ~ = t3 a' H p ~ NOTE rOm-1p _ ~ w JOH rom-~~ ~ ~ H ~ ~ C> «PM/DM» CW/PV H z ~ = y FOR STRUCTURAL STONE . o o ~ = z H z ~ = y USE CLASS A EROSION ~ ~ t1 = BRANCH MANAGER 0 0~ p w °C z w~ o p e n CONTROL STON FOR =rnAym USE N0. 5 OR NO. 57 STONE FOR ~ F-UQO= =mAAm ~ Cl) W Q Z ~ CHIEF ENG/ARCH tzn o SEDIMENT CONTROL . - - ~ ~ q ~ H ~ ~ p STRUCTURAL STONE . ~ < L Q V~ O H FIRE PROTECTION z H ~ ~ rn ~ J~~ ~ z ~ z w z H ~ ~ rn USE N0. 5 OR N0. 57 STONE ~o~ ~z~zw ° ~ Q a ~ 00 o cn 1- ~ O J z • o O H GONSTRUCT TOP OF BERM A MI N I MUM OF ~ Jc~ to ~ w O J o p H n~ ~ ! ~ O° o ~ o H Q n~ FOR SEDIMENT CONTROL. ~ ::,o~J"U PIPE °CO~,`~ ~ Z Z _ ~ D NE F T BEL W THE H LDER R - " ~ - PIPE o o ~ _ ~ D ~ A 0 00 0 SOU 0 , _ 0~~, 000 0 O z , H ~ A CONSTRUCT TOP OF BERM ~ 000 o z. H ~ g ~ O ~ A o 0 0 °o ° A ~ A H DIVERSION POINT. QO 0 00 0 ~ H A MINIMUM OF ONE FOOT too a 0 0 0 0 0 ~ w° top o A , B O O a O o0 o A ~ H ° ~ a z PROVIDE A TOTAL SEDIMENT TRAP )-0 00 ° ° o z BELOW THE SHOULDER OR ~ ~ oo° ° 0 FLOW h o~ Do 000 ~oDoOO c wo ~ ° " Z 0 0 0 o I ~ 0 z~ z ~o O DOOo o ~ -L - FLOW 1~- ~ V z VOLUME OF 1$00± GUBIC FEET PER ACRE ~ =i ~ °o o _ ~ DIVERSION POINT. ~ 00 ~ 0 D ~ , ( ~ t, ~ o o~°_o o D Q~ O - - PROVIDE A TOTAL SEDIMENT O OF DISTURBED AREA. SOME OF THE k 000 0 - - O ~O 000 - ~ c~LL~ z t'! O °0 O ° O t'~ TRAP VOLUME OF 1$00± CUBIC ~ REQUIRED VOLUME MAY BE PROVIDED 000 000 W 7C f ~°0 c~ 0~°0 c~ o °0 -f - - z ~ ~ Cn ~ ° o° ° o ~ w Z ~ ~ W ~ 000 FEET PER ACRE OF DISTURBED BY UP OR DOWNSTREAM CONTROLS. ~ ~o ~ 0 00 0 0 0 d 'p ~ D oo '0 AREA. SOME OF THE REQUIRED ~2 O o ~ M ~ ~ ~ ~~O°~0~°oO ~ t Q OO J I W 0 0000 VOLUME MAY BE PROVIDED BY n0~0~ j -~O h ~ 0 a w ~ ~ m ? ( 0, ~-STRUCTURAL STONE ~ ~ m 111 z , ~ ~ O d ~ z OTHER UP OR DOWNSTREAM 1 ~_n= ~ STRUCTURAL STONE O a J z~~ w W ,t i ~ Q ~Qo ~ ~ p ~ ~ w Q p CONTROLS. r ' r H C7 ~ H ~ z~~ a ztn r4 zF ztn rs ~ H rz f ~ ~ ~ ~ ~ ~ OC .'`}fl~ stn ~ az ~N D o W A ~ Z SEDIMENT CONTROL STONE ,'T? y Z SEDIME ~ O ~ ~ ~ SEDIMENT CONTROL STONE 0 z J ~ mt7 pH my vD PLAN ~o DA PLAN o W w ~ ~ ~ v o W ~ v 3 z y 3 Z z O z Zy, ~F ZA ~ m O ~ 'E STRUCTURAL STONE W ~ ~ STRUCTURAL STONE = J W N ~ L O -1~ rr n HZ -1~ n ~ ~ 12 MIN 12 MIN J N ~ 12 MIN 12" MIN 1 $rr 12r` MIN J IZ Q W N J ~ ~ brn 12" 2'MIN. C'3 Arn 12" MIN. ~ z w ~ v, w LL W ~ -1 } ° ROADWAY SHOULDER H `"f-"'~ ~ ROADWAY SHOULDER ~ H ~ U ~ Z °o DIVERSION POINT ` o ° ° c~• 18" _ _ d DIVERSION POINT ~0 MIN. D FLOW _ ~ w J o ~ ~ ~ `-,~°00 ;OO°00~ } D,`~ FLOW_ ~C RI ~ ~ o v - 8' MIN. O 7r-6rr MIN. ~ ~ Q ~ ~ Z ~ ~ D~ a SEDIMENT CONTROL STONE 36 PIPE MAX. SEDIMENT CONTROL STi CONTROL STONE 1$" PIPE MAX. ~ o z o ~ c SHEET 1 OF 1 SECTI O N A- A SHEET 1 OF 1 SHEET 1 OF 1 SECT=ON A-A SHEET 1 OF//''~~1 scA~E: NTS O 1635.01 1635.01 1fi35.02 G 1635 ¦ 1JL EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,0 o~ DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ ~~0 r~ NAVFAC DRAWING N0. o~o~ 0;0 ' SWING 1635.02 12598741 A4 SHEET 77 OF 305 0 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ O ~ N.T.S. TYPICAL CG505 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a w a 0 CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL MISCELLANEOUS ~ DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE H) BACKFILL AT A 6~1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING T) COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAUE~ LANE THAT HAS AN OUER~APPING OF DEVICES, MODIFICATION MAY INC~UDE~ MOVING, EMERGENCY RESPONSE PERSONNEL AS STATED IN THE MAIN SECTION EDGE OF PAVEMENT DROP-OFF AS FO~~OWS~ SUPPLEMENTING, COVERING, OR REMOUA~ OF DEVICES AS DIRECTED BY THE OF THE PROJECT SPECIFICATIONS, SECTION 01 14 00. w 0 CONTRACTING OFFICER, _ BACKFILL DROP OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. U) FLAGGERS MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA N THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF AND/OR INTERSECTIONS AS DIRECTED BY THE CONTRACTING OFFICER THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE V) THE FOLLOWING DETAILS OF NCDOT STANDARD DRAWINGS OR DIRECTED BY THE CONTRACTING OFFICER. CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT, ARE TO BE USED FOR THE MAINTENANCE OF TRAFFIC DURING THE CONSTRUCTION AND PAVING OPERATIONS SHOWN IN THESE I) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN BANES PLANS OF TRAFFIC. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-1U 200 FT IN ADVANCE OF UNEVEN AREAS, A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS SHEET NAME DETAIL - N C A Ro C0501 WORK ZONE ADVANCEWARNING SIGNS ~~\1j1111~1~~~~ ROAD NAME DAY AND TIME RESTRICTIONS ,,....,..e <i ; C0502 TEMPORARY LANE CLOSURES 1101.02, SHEET 1 OF 9 ~ ~°e~°FESS~o~~. 9'; GONZALEZ BLVD., McHUGH BLVD., 600 AM TO 900 AM, MONDAY THRU FRIDAY AND C0503 TEMPORARY ROAD CLOSURES 1101.03, SHEET 2 OF 9 = ` ~ SEAL 9~ J) NOTIFY THE CONTRACTING OFFICER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY Y C0504 DEVICE TAPER CRITERIA 1101.11, SHEET 1 OF 4 = 18187 = BIRCH STREET 400 PM TO 700 PM, MONDAY THRU FRIDAY TRAFFIC PATTERN ALTERATION. C0505 SPACING OF TEMP. SIGNS 1101.11, SHEET 4 OF 4 N~ieN~~° B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL ~~,~~~VAN~~,• C0505 PORTABLE WORK ZONE SIGNS 1110.02, SHEET 1 OF 1 C0506 DRUMS 1130.01, SHEET 1 OF 1 SEAL EVENTS AS FOLLOWS C0506 BARRICADES, TYPE III 1145.01, SHEET 1 OF 1 ROAD NAME K) INSTALL ADVANCE WORK ZONE WARNING SIGNS AS SHOWN IN THE DETAILS WHEN W) THE FOLLOWING DETAILS OF NCDOT STANDARD DRAWINGS ARE ~ WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE EE TO BE USED FOR THE PLACEMENT OF PAVEMENT MARKINGS A=COM GONZALEZ BLVD., McHUGH BLVD., BIRCH STREET (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. SHOWN IN THESE PLANS AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 HOLIDAY RALEIGH, NC 27607 (919) 854-6200 www.aecom.com L) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD SHEET NAME DETAIL WHEN ROAD CLOSURE IS NOT IN OPERATION. A/E INFO 1. FOR ALL HOLIDAYS, COORDINATE ANY AND ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER. CM503 PAVEMENT MARKINGS, LINES 1205.01, SHEET 1 OF 2 APPROVED M) ENSURE AFL NECESSARY SIGNING IS IN PACE PRIOR TO ALTERING ANY CM503 PAVEMENT MARKINGS, OFFSETS 1205.01, SHEET 2 OF 2 TRAFFIC PATTERN. FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN N) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS (W8-1) PACKAGE SUBMITTAL 200 FT. IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE CONTRACTING OFFICER, ~ OFFICER . SATISFACTORY TO DATE 06.13.2011 C) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING DES KJV DRW DEW CHK NJD PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO «PM/DM» CW/PV LONGER NEEDED OR AS DIRECTED BY THE CONTRACTING OFFICER. BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL 0) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT ~Ha a B Q Z z z THE TRAFFIC CONTROL PLANS, NCDOT DETAILS OF ROADWAY STANDARD DRAWINGS, ~ ~ o ~g~ 0 OFF THE EDGE OF AN OPEN TRAUELWAY WHEN LANE CLOSURES ARE NOT ~ c~ OR AS DIRECTED BY THE CONTRACTING OFFICER. CONDUCT THE WORK SO THAT IN EFFECT. z= z~° z ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. ~~w ~ ~ W az z ~ o ~ w Z ~ O Z \ J P) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN /Q Z z ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. Q w ~Z" w W J TRAUELWAY, WITHIN THE SAME ON A TWO-LANE, TWO-WAY STREET. H Q LLJ X ~ ~ z m J F) DO NOT INSTALL MORE THAN 1000 FT. OF LANE CLOSURE ON ANY ROAD, Q ~ ~ W Z z ~ ~ U 0 ~ G) DO NOT INSTAL MORE THAN ONE SANE CLOSURE IN ANY ONE DIRECTION Q) INSTALF PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAF SURFACE O z ON ANY OF THE ROADS, U~ ~ AS SHOWN IN THE PLANS AND DETAILS OF THE NCDOT STANDARD DRAWINGS. Z ~ > ~ 0 z J O ~ R) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING w ~ ~ o LINES WHERE APPLICABLE AND AS DIRECTED BY THE CONTRACTING OFFICER. z ~ z 0 ~ 00 0 0 z N v S) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. >W W v Q ~ J LL Z ~ m N LL x = J 'V Q F- oQ~ ~ ~ ~ 0 0 ~Q o q F- ? U I w J o V ~ Q Q w 0 c~ ~ ~ z 0 o_ aQ~ a w c o ~ 0 scA~E: N.T.S. 0 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ °~o~w N40085-10-D-5313 o N ~ ~ ~ ~J O NAVFAC DRAWING N0. o~~?~ ~ ~ O ~ 12598742 ~ W ~ . SHEET 78 OF 305 (~Q~C~ 00001 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 PHASE I D co D ~ STA. 49+75 TT2 n o a U N w i O V/ ~ STA. 37+00 TT N ^s ; i. / STA. 35+20 T ~ ~ ~ ~ ~ 35+20 TT STA. 23+50 TT iii ~`r \ v~vvII~hI11 ~ - = SEAL = - - ~ - - - 18 187 - C ~~G '~~'~~v~ ~ ~`~a~ ~ 9, ~ ~ / STA. 10+00 TT2 hh ~ J^ VH\`~ r° ~ ///j1111111\\\\ SEAL ~ ~ pp ~ ~ +20 GNZ ~ ~C~M O 9~0 ~Rq~~ ~ ~ STA. 42+20 G a ~ AECOM TECHNICAL SERVICES, INC. Nom. om i~~E / 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ( ~I~ ~ WORK BRIDGE GONZA~EZ BL B~VDe , A/E INFO APPROVED , FOR COMMANDER NAVFAC ~ STA. 13+00 TT y0 ACTIVITY 100 FINAL DESIGN ~ PACKAGE SUBMITTAL v~ MAINTAIN ALL EXISTING j!' ~ v ' (S SATISFACTORY TO DATE 06.13.2011 jd LJ O N ~ d~ DES KJV DRw DEW cHK NJD LANE CONFIGURATIONS ~ ~ ~ «PM/DM» CW/PV THROUGH INTERSECTION ~ STA. 'I2+OO GNZ ~ BRANCH MANAGER o` ~ CHIEF ENG/ARCH FIRE PROTECTION B d v ~ Qzo Z ~ ~ o ~g~ 0 B ~ t- ~ ~ - z~° z z= / V~ / ~~w ~ ~ W az w li Q7 ' j' ~~C., _ z z ~ ° ~ Q Z \ J / ~ w ~ Z Q ~..LJ ~z° ~ W ~ t I W 1 ~ ~ PHASE I SEQUENCE ~z~ J W QQ~ U z~° a Q ~ 1. PLACE ALL ADVANCE WARNING SIGNS AS SHOWN ~ Q ° Q ~ i cti ON DETAIL SHEET C0501. U ~ > ~ Z ~ J ~ 2. MAINTAIN EXISTING TRAFFIC PATTERNS AND PLACE w ~ O o TRAFFIC CONTROL DEVICES (BARRICADES) z O w o AS SHOWN. THIS INCLUDES MAINTAINING TRAFFIC U m ACTIVITIES ON THE EXISTING TANK TRAIL. Z N Q R w W z w 3. CONSTRUCT GONZALEZ RD., TANK TRAIL AND ~ w Q J z m - TANK TRAIL 2 AWAY FROM EXISTING TRAFFIC ~ v A AS SHOWN ON THIS SHEET. THIS INCLUDES ~ U ~ ~ Z ~ oQ- ~ o A 2 _ THE CONSTRUCTION OF THE WORK BRIDGE. Q ° r~ , ~ w J o ~ ~ Z U V ~ Q Q w ~ ° z EXIST EXISTING PAVEMENT ~ a ~ Q w o scA~E: N.T.S. o i ~ EPROJECT No.: 796542 GONZALEZ BLVD EXTENSION ~ NEW ~ s scn~E: r~=2oo~ NEW CONSTRUCTION CONSTR. CONTR. N0. N40085-10-D-5313 2~0' 100' 0 2~0' 400' NAVFAC DRAWING N0. 1"=200' 12598743 ~ COM COMPLETED CONSTRUCTION V SHEET 79 OF 305 GRAPHIC SCALES C0101 ~~r;~ 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a ~ DUNCAN ST. _'l ~ _ - - 30V~Itltltl9 III 3dA1 ~ ~~1i1 0 ~ jl ,.91%„8b ~ ~f II lO L-411 z r~ n a3so PHA E Il S z t „oZx,c~d avow o ~ GONZALEZ RD. II ~ D o _ ~ I~ ~ co D ~ STA. 49+75 TT2 TT2 CROSSING PAD ~ II ~ CONSTRUCTION ~''b,,~ ~ CLOSE BIRCH ST. AT DUNCAN ST. ?N ST. ~ Z a Z ~ I rrr INTERSECTION FOR TT2 CROSSING ~SSING " 0 „oe ~4 o PAD CONSTRUCTION. DETOUR VIA BUR VIA ~ N ~~~os~O1 `'~~ba o,,so SNEADS FERRY RD. SEE INSET 3ET ~ STA. 37+00 TT fob>~ STA. 47+40 G NZ ^s INSET ~ / ~ STA. 35 20 T TT2 DETOUR , ~ ~ ~ 35+20 TT ~ i (NTS) STA. 25+18 TT ~ i~ ~~i ~ , ~ ~i ~ ~ ~ \~,,\I~A1,o, ~i',, , j~ STA. 23+50 TT ~ T~~\\~ = SEAL = 18 187 = C ~G ~~~,<y q ~ / STA. 10+00 TT2 ~ ~ 2~n~ ~o „~y~ ~ hh ~ J^ VH\`~ r° ~ ///j1111111\\\\ y ~i~ 4 '`wig \ ~ / / SEAL ~G 9 0' ~ Hipp ~ +20 GNZ ~C~M SEE SHEETS C0103 ~ O~ ol~~ ~R~/ \ STA. 42+20 G & C0104 FOR PHASING ~ C ~ AECOM TECHNICAL SERVICES, INC. dom.. ct$.,'~ ~ ~ ~ 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com AT THIS INTERSECTION ( - \ =y ~ \ GONZA~EZ BLVD \ A/E INFO a CONSTRUCT THIS WIDENING APPROVED UNDER TRAFFIC USING NCDOT ~ - ~ STA. 13+00 TT RDW I .STD. 1101 .OL, SHT. 1 OF 9 FOR COMMANDER NAVFAC y0 ACTIVITY 100 FINAL DESIGN ~ PACKAGE SUBMITTAL v~ ' (S SATISFACTORY TO DATE 06.13.2011 O N ~ d~ DES KJV oRw DEW cHK NJD ~ I ~ STA. 11 +00 TT ~ ~ «PM/DM» CW/PV ~ BRANCH MANAGER STA. 12+00 GNZ ~,1\ o` ~ CHIEF ENG/ARCH o ~ PHASE I I SEQUENCE FIRE PROTECTION B B ~ ~ d v ~ Qzo Z m~ 1. MAINTAIN ALL ADVANCE WARNING SIGNS PREVIOUSLY o g PLACED. z ~ o ~ ~ - = Z w wUz ~ ' mow, 2. MAINTAIN EXISTING TRAFFIC PATTERNS AND TRAFFIC ~ ~ w z O Q C/) wQ CONTROL DEVICES (BARRICADES) AS SHOWN. Z ~ ~ Z = Q W ~ ~Z`; ~ W 3. CONSTRUCT GONZALEZ RD. FROM STA. 42+20 TO ~ t w ~ H a p a w STA. 47+40 (INCLUDING THE BIRCH ST. INTERSECTION) J Z m J W U ~ i ~ ~ o Q ~ ~ AS SHOWN ON THIS SHEET UNDER TRAFFIC USING Q ~ ~ ~ ROADWAY STANDARD DRAWING 1101.02, SHEET 1 OF 9, ~ Q " ~ ~R ti~ r cti AS SHOWN ON DETAIL SHEET C0502. U ~ ; ~ Z J O 4. CONSTRUCT TANK TRAIL 2 (TT2) CROSSING OF oC ~o BIRCH STREET USING THE DETOUR ALONG DUNCAN w O w o STREET AND SNEADS FERRY RD. AS SHOWN IN ~Z-~ m z INSET, THIS SHEET. Z N z R W 5. CONSTRUCT THE TANK TRAIL TIE-INS AS SHOWN ~ w Q J z m WHILE MAINTAINING TANK TRAIL OPERATIONS AS = J Q v A DIRECTED BY THE CONTRACTING OFFICER. ~ U ~ ~ Z ~ oQ- ~ O A 2 _ Qo , ~ 6. CONSTRUCT McHUGH BLVD. AND EXISTING GONZALEZ ~ Q ~ w ~ ~ ~ z EXIST EXISTING PAVEMENT RD. WIDENING AS SHOWN ON FOLLOWING SHEETS, ~ Q ~ ~ SHEETS CO 103 AND CO 104. ° Z ~ ~ scA~E: N.T.S. o i ~ EPROJECT No.: 796542 - GONZALEZ BLVD EXTENSION ~ NEW a s scn~E: r~=2oo~ NEW CONSTRUCTION CONSTR. CONTR. N0. N40085-10-D-5313 200' 100' 0 200' 400' NAVFAC DRAWING N0. 1"=200' 12598744 ~ COM COMPLETED CONSTRUCTION V SHEET 80 OF 305 GRAPHIC SCALES C0102 ~~r;~ 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a PLACE TRAFFIC SHIFT SIGNS IN ADVANCE OF A a CONSTRUCTION AREA. USE 200' FOR SPACING O Si~I OF SIGNS. AVOID CONFLICT WITH ANY OTHER I j PHASE II SEQUENCE (CON'T.) o PHASE II ADVANCE WARNING SIGNS. -OB -'~I II Ij ~ STA. STA. 19+50 MCH 1. ENSURE ALL ADVANCE WARNING SIGNS ARE IN PLACE. i 2. PRIOR TO ANY ROADWAY CONSTRUCTION, INSTALL NEW TEMPORARY SIGNAL POLES AND REMOVE EXISTING. i j D ,~i . D DRUMS SUMS 3. INSTALL TEMPORARY SIGNAL. SEE SHEET CZ109 FOR TIE TO ~ j (35' SPACW EXISTING ~ SPACING) TEMPORARY SIGNAL DESIGN. Z 0 a 4. PLACE SIGNS AND DEVICES AS SHOWN AND PLACE w 0 MARKINGS / ~ , ~ ~ TEMPORARY PAVEMENT MARKINGS AS SHOWN. OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS. N i ~ I i % ~ 5. SHIFT TRAFFIC TO TEMPORAY PATTERN DEPICTED. i i~ MAINTAIN A MINIMUM OF 11' LANES AT ALL TIMES. II II II I 6. CONSTRUCT THE PROPOSED ROADWAYS SHOWN O O O I i ' ,A! WHITE EDGE LINE ~ i I ~i USING ROADWAY STANDARD DRAWING 1101.02, SHEET TRAFFIC (PAINT) 1 OF 9, SHOWN ON DETAIL SHEET C0502. 7. USE FLAGGERS AS NECESSARY TO DIRECT TRAFFIC ~,,1~~1~~1,,,, SHIFT ; j~ I m ~r THROUGH INTERSECTION. N CARo<~''~ ~~°e~oFESSio°• 9 AHEAD W31-1 Wl-4R Wl-4L ~ I I ' ~ SEAL 9~, = 18 187 = 48" X 48" 48" X 48" 48" X 48" DOUBLE YELLOW ~ I ~ CENTER LINE ~ I~ _ %~F`L FUNGI NE~~` C (PAINT) ~ III U VAN ''~~1~~1~~11 SEAL ii A=COM 701 CORPORATE CENTER DRIVE, SUITE 475 STOP BAR STA. 12+00 G (PAINT) ~ ~ 2+ o o G N Z AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED DOUBLE YELLOW I \ CENTER LINE +63 (PAINT) ~ N PREVI i PREVIOUS /ONGOING FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN - co _ +~y CONSTRUCTION PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES KJV DRW DEW CHK NJD «PM/DM» CW/PV BRANCH MANAGER _ ~ , a CHIEF ENG/ARCH +ss FIRE PROTECTION B ' ~Ha a B Q Z z z ~ DRUMS -a ~ ~ o ~g~ 0 ~ (35' SPACING) ~ ~ c~ z~° z z= ~~z ~ ~ - 00 ~~w Z w Z~J C~ cn w Q my Q~ w O ~s I~ o C~ „s ~I v ~z~ ~ W = J I w ~ aQQ w I- a~ WHITE EDGE LINE I, I, X 1 L~ m J ~ ~ ~ ~ (PAINT) I o JQ~ ~ w / m ON Q o ~ U z~° a 0 ,~'i; DOUBLE YELLOW w ~ ~ ~ Oz Q Q c - CENTERLINE ~ ~I` Ua z W ~ TIE TO (PAINT) ~ , a EXISTING - ~ \ DRUMS J zUMS w ~ o MARKINGS ~ WHITE EDGE LINE ~ ~ (35' SPACW (PAINT) ~ SPACING) z O o C'3 ~ U w N z Q v~ w J z ~ 'se STA. 11 +50 MCH EXISTING PAVEMENT z m TIE TO +b ~ ~ = J IV Z ~ - STA. 5+14 GNZ EXISTING ~ ~U~ ~ z Q 2 A ~ MARKINGS ~ °~z ~ O ~ A o • NEW CONSTRUCTION ~ J ~ w c~ z aQ~ Q 0 7 • ~ COMPLETED CONSTRUCTION S~CAz ~ ~ S NOTED EPROJECT No.: 796542 ~ WHITE EDGE LINE GONZALEZ BLVD EXTENSION NOR~~ PLACE TRAFFIC SHIFT SIGNS IN ADVANCE OF O ~ P ~ ~ CONSTRUCTION AREA. USE 200' FOR SPACING C PAINT CONSTR. CONTR. N0. ( ) N40085-10-D-5313 o `s SCALE 1"•50' OF SIGNS. AVOID CONFLICT WITH ANY OTHER CJO~ 2rJ~ O CJO~ 100' NAVFAC DRAWING N0. 'o ~ ADVANCE WARNING SIGNS. O ~ ~ 1"=50' 12598745 SHEET 81 OF 305 • GRAPHIC SCALES 0103 ot_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a PLACE TRAFFIC SHIFT SIGNS IN ADVANCE OF A a CONSTRUCTION AREA. USE 200' FOR SPACING O i OF SIGNS. AVOID CONFLICT WITH ANY OTHER I~~'~ PHASE III SEQUENCE o PHASE Ill ADVANCE WARNING SIGNS. O% ! ~~I II i~ ~ ~ STA. STA. 19+50 MCH 1. ENSURE ALL ADVANCE WARNING SIGNS ARE IN PLACE. I ~ ii i! I~ 2. PRIOR TO ANY ROADWAY CONSTRUCTION, ADJUST TEMPORARY SIGNAL HEADS. SEE SHEET CZ110 D FOR TEMPORARY SIGNAL DESIGN. D j; ~i ~ DRUMS zUMS TIE TO ~ i ~ i jz (35' SPACW EXISTING ~ j c"'i,+ SPACING) 4. PLACE SIGNS AND DEVICES AS SHOWN AND PLACE Z TEMPORARY PAVEMENT MARKINGS AS SHOWN. a OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS. w 0 MARKINGS ~ , j ~ ~w ~ I i l; - 5. SHIFT TRAFFIC TO TEMPORAY PATTERN DEPICTED. N MAINTAIN A MINIMUM OF 11' LANES AT ALL TIMES. i' I' ~ II ~ i i •I, 6. CONSTRUCT THE PROPOSED ROADWAYS SHOWN ' USING ROADWAY STANDARD DRAWING 1101.02, SHEET 1 OF 9, SHOWN ON DETAIL SHEET C0502. OO OO OO WHITE EDGE LINE ~ i M j TRAFFIC (PAINT) I J 7. USE FLAGGERS AS NECESSARY TO DIRECT TRAFFIC THROUGH INTERSECTION. ~,,1~~1~~1,,,, SHIFT ' ~j ~ m N C A Ro ~ _ `~~~Q~oFESSio9 9 AHEAD c~ W31-1 Wl-4R Wl-4L ~ i _ SEAL ~ ° H 18 187 48" X 48" 48" X 48" 48" X 48" DOUBLE YELLOW ~ ~ U HAS s C CENTER LINE ~ SE~~ ;~L G~eNE ~F, (PAINT) H~-~N VAN MP • ~ SEAL ii ~ STA. 11 +50 MCH w - C~ 701 CORPORATE CENTER DRIVE, SUITE 475 STOP BAR + ~ STA. 11 +58 G (PAINT) 1 +58 GNZ , • AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com / A/E INFO APPROVED DOUBLE YELLOW CENTER LINE +63 6 (PAINT) • I PREVI ; . ~ i PREVIOUS /ONGOING FOR COMMANDER NAVFAC A ACTIVITY 100 FINAL DESIGN • CO ~ , CONSTRUCTION STA. 10+50 MCH PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES KJV DRW DEW CHK NJD ~ ~ «PM/DM» CW/PV a ' • BRANCH MANAGER TIE TO \ CHIEF ENG/ARCH o - , ~ EXISTING FIRE PROTECTION MARKINGS ~ z ~ Z B • ~ DRUMS ~g~ o 0 ~~P • (35' SPACING) m ~ c~ z~° z z= ~~z ~ ~ _ zaw w G~ ~ , " / H H r~ Z jJ z W O ~ WHITE EDGE LINE w ~ ~ my ~QQ w z Q v ~z° ~ W J I w ~ PLACE TRAFFIC SHIFT SIGNS IN ADVANCE OF ~ ° m J X ` (PAINT) D w N CONSTRUCTION AREA. USE 200' FOR SPACING ~ Q ~ ~ W ~ m ~ DOUBLE YELLOW OF SIGNS. AVOID CONFLICT WITH ANY OTHER z ~ ~ ~ ~ ~ ADVANCE WARNING SIGNS. ~ ~ Q Q ~ ~ ~ TIE TO (PAINT) LINE ~ ~ z W ~ o EXISTING J MARKINGS \ f / pAINT)EDGE LINE ~N\S SNEE-~ w ~ O z ~ w ~ ~ U z LN Q ~ MP~CN~\NE SE >W Z Q_ N J w EXISTING PAVEMENT = J m ~ z STA. 5+14 GNZ ~v~ ~ Z Q oQ- ~ ~ ~ A 2A NEW CONSTRUCTION w J ~ ~ c~ 0 ~QQ L,~ ~ ° z o_ aQ~ a o Z ° g COMPLETED CONSTRUCTION SCALE: AS NOTED EPROJECT No.: 796542 CONSTR. CONTR. NO. N40085-10-D-5313 os ~T ~ GONZALEZ BLVD EXTENSION ~~~~~N CJO~ 2rJ~ O CJO~ 100' NAVFAC DRAWING NO. o ~ SCALE 1"=50' 1"=50' 12598746 SHEET 82 of 305 ~:i ~~a GRAPHIC SCALES C0104 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 D TWO-WAY UNDIVIDED L-LINES 0 a U N w O HIGHWAY WORK ZONE Z O ~ //1 N RECOMMENDED 0 Q ROAD MINIMUM Q WORK END SIGN SPACING Q ~ HEA w2o-1 ROAD WORK G20-2a 48"x24" 48 X48 POSTED SPEED L >TED SPEED LIMIT V a ~ z (M.P.H.) (M.P.H.) © _ ~ _ < 50 ~ _ ~ ~ < 50 500' ~ z ~ 55 0 ~ O w 55 1000' z F F ~ Z J CONSTRUCTION LIMIT O ~ ~ O ~ ROAD ~ ~ ~ ~N1~CAR~'. END WORK Q ~ p °ESS%°° <~9~ , HEAD ROAD WORK G20-2a W201 48"X24" ~ W e°oF 48 X48 = ° ~ ~ ° ~ SEAL 9~°° = 18 187 = %~F`L FUNGI NE~~` VAN ''~~1~~1~~11 SEAL ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE Y-LINES A=COM -Y- LINES MAIN ROADWAY WORK ZONE AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 Z RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ROAD WORK END HEAD A/E INFO ROAD WORK p rn~ APPROVED G20-2a CONSTRUCTIO W20-1 48"X24" LIMITS 48"X48" O ~ v / p V FOR COMMANDER NAVFAC ~ ~ -Y-LINE ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL F F Z z SATISFACTORY TO DATE 06.13.2011 p ~ DES KJV DRW DEW CHK NJD «PM/DM» CW/PV CONSTRUCTION END G20-2a Q BRANCH MANAGER ROAD LIMITS ROAD WORK 48"X24" CHIEF ENG/ARCH WORK FIRE PROTECTION w2o-1 HEAD 4a°x4s° W MHz a pQ QZJZ g ~ ~ J J z ooh Q C~ ~ ~ ~ U z ~ z ' ~ z = GENERAL NOTES ~ wQ~ z w o ~ N ON w~z~ o z Z ~ _ Z \ J ~ -USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. W / W ~ a~ w z 0 ~ - DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. p ~ ~ ~z~ ~ W J t I LLJ H z_ v ~ ~ 0 O ~ w 0 m ~ z -SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT, FOR SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, 0 ~ THIS SIGNING APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION Q Q ~ ~ W ~ ~ IS USED, SIGNS MAY BE PORTABLE MOUNTED. LEGEND z ~ ~ ~ ~ ~ ~ ~ -ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. o~ Q w ~ X X ~ STAT STATIONARY SIGN ~ ~ U X -USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION z W z ~ ~ SECTION 1094-1(B), MAYBE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE DIRECTION OF TRAFFIC FLOW w ? o ° ~ 3LB STEEL U-CHANNEL POST ARE ALSO ACCEPTABLE FOR USE, ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110,01, PAYMENT FOR WOOD POSTS 3LB STEEL U-CHANNEL AND DIREI ~ ~ , ~ ~ SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110, 0 SHEET 1 OF 1 z m w O ~ ~ -WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0.1110,01, REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS, ° o APPROVED: DATE; i _ DATE: N o F y~ ~ z `~\~OF NORTy Chrj w N ~ - DO NOT BACK BRACE SIGN SUPPORTS. J~ W ~ o °y~ ~`2N DETAIL DRAWING FOR TWO-WAY Q w N J N ~ a - TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAYBE USED ON URBAN MULTI-LANE FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED y ~ UNDIVIDED AND URBAN FREEWAYS Z ~ Q ~ Y m ~ k ~ SIGNS AS DETERMINED BY THE ENGINEER. ° Z ~ SEAL Q~N 0~~~ WORK ZONE WARNING SIGNS o Q Q o O ~ o ~o ~ c N-o q ~0 ~T O F T R PNSe GO z~ z U ~ o~~ ~ ~ ~ NF TRAFF ~G ~ ; ~ w ° o o~~ c ~ Z O o_ aQ~ Q w c o ~ O scA~E: N T S 0 U EPROJECT No.: 796542 ~ ~ CONSTR. CONTR. NO. ~I,°~ N40085-10-D-5313 oNnl~ ~ ~ ~ ~ NAVFAC DRAWING NO. o ~ ~ ~ O ~ 12598747 ~ W ~ . SHEET 83 of 305 (~Q~C~ C0501 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v vm O vm z o H ~ 100' TO 200' • ~ ARED NE IAN H } H ~ s~ ~ ~ TO STOP ROAD ~ d G , ~H Z EAD d~~ ~H Z • H Q ~ 46" X748" ~-a W20-4 Z ~ = V ~ H ~ r O ~ ~ ae' x aa" as' x aa" ~ J O H r- O -I ~ wzD-7a ~~~L? CENTER LL ~ H Z m Z = ~ 20 20` ~ Z m z = ~ 48" x 48'• H -I 7a MAX MAX B C O ~ (J} = H ~ ~ NO 3 LF~tJE CLdSEO ~ Z w ~ ~o~ ® a ~ a ~ a z ~ oa c~ =~yym Wdd~-= =.~DDm LEFr W Z~ QU~OH ~~O TuRNs 200 ~ ~ ~ f-Z~Z Z O Wzo-1z 2 48°3X 4S" Q ~ ~ ~ H D ZHOrm ~~~0 J ZHOrm a8"xa8" NO 50 250`± 1- _ ~ Z W 25' 10:1 TAPER ® O ~ L.t_ O G?O~Z ~ ~ WORK AREA ~ ~OHQ C)2~Z LEFT MAX ~ 20' CONE O O Cn ~ p ~ ~ ~ p ~ w2o-17 M ""I b O ~ © (4 ~ TWO-WAY DOWN tG ~ H -C 'd 48" X 48" 3 H SPACING ~ H ~ z I- o a co H (/0 O ~ TRAFFIC BUFFER BUFFER STREAM O W p ~ O ~ z 50' TAPER SPACE SPACE TAPER ~ 0 z ~ o ~ r~ a w n NAX 50'-100' S0' MIN. 50' MIN. 100' 0 E BE ~ PP,EPARED - l~r - - - - - - - - - - AHFA6 TO STOP - ~ ~ - - - ~ ~ ~ N - - - ~ ~ ~ 18` 0-4 W3-a 0-7a ~ , 8" X 48" 48" X a8" 48" X 46" r ~ ~ Z L > ~ WORK AREA ~ ~ ~ ~ Q N D i INSET FOR 2 LANE ROADWAYS WITH 2-WAY TURN LANE W m b b J r ALL OTHER DEVICES ARE THE SANE AS ABOVE (Jj V Z z ~ rn ~ y ~ ~ m 10:1 TAPER TMIA DOWN ~ ~ ROLL-AHEAD STREAM Cy W mmZ O~U Nmz 20'CONE DISTANCE TAPER ~ ~ 3 O ~ l ~ ~ ~ ~ O SPACING ~ ~ .ts ~ woRK AREA ? .ar p ~ Lu D 'Q H SEE NOTE 5 100` N 0 MI20-5 ~ W20-5 Z~ d 1~ 0 = as" x aa" ~ ~ ae" x aa" H Q J ~ _ ~ ® APPROACH NO y APPROACH BUFFER TMIA 50` SHIFT TAPER ~ ~ Y ~ J ~ ~ ~ SHIFT TAPER D ~ d LEFT ~ J N CJ) SHIFT TAPER SPADE SPACE MIN. )'2 L TURNS -WAY ~ r ~ ~ ~ ~2 L ~ TWO DOWN ~ ~ ~2L w2o-17 ~ v = ~ 48" X 48" ~ W ~ V . ~ ~ ~ TRAFFIC BUFFER BUFFER STREAM O } C v O Z TAPER SPACE SPACE TAPER IlI d r Z IR~Ff H No p Z ~y W D r v 50'-100' S0' MIN. 50' MIN. 200' O z ~ ~ r O AHEAD v~D ~Qo z~Z'~' _ LEFT' ~ Q Z z ~ Q J d m z ~ 48°X48" 48"4X 48" TURNS ~ Q w2o-~7 0 Q D ° z o H ~ m GENERAL NOTES FOR FLAGGER OPERATIONS ~ R1 48" X 48" Z '.a \~~1luliiliiii ' v 1- REFER TO STD. 1101.11 SHEET 4 FOA SIGN SPACING. ~ r = v ~ ~ ~ 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES DN THE UPSTREAM SIDE OF TRAFFIC. fn } O ~ p r p 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTRElAM SIDE OF TRAFFIC. ~ d Cn N r r H 4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. _ ~ m ~ Q H 0 5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER. ~ ~ v Z z y Z N O (REFER TO STD. 1101.11 SHEET Z) H O N D ~ ~ SEAL 9 GENERAL NOTES H 4 T m C 6- D6 NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TINE. J 'G C J ~ 18187 R TO STD. 1101.11 SHEETS 1 8 4, FOR °L" DISTANCE AND SIGN SPACING. C~3"~? ~ = ~ ` n r~ T( 7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. CS ~ ~ A T( 1- REFER TO STD. 1101. r RI O 8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. SUPPLEMENT FIAGGERS LOCATED W W Z ~ m ~ 2- INSTALL LANE CLOSUR O N ~ AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER F d ~ ~ LANE CLOSURES AGAIN ~ WHERE INTERSECTIONS ARE SIGNALIZED AND PLACE SIGNALS IN THE FLASH MODE. J LEGEND 'ALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE W ~ N %~~j~ °~GI NEF:°° CLOSURES AGAINST THE TRAFFIC FLOW BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. R ° l m 9- FLAGGERS SHALL NOT STAND IN THE ROADWAY. i Z _ ' w VAN ~ E CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. Z ~ ~ i i I i i ~ v GENERAL NOTES FOR PILOT CAR OPERATIONS N ®pTMIA 3 PLACE CONES SEPARAT LEGEND r ~E CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25 FEET. 'Q SEAL J 1- USE PILOT GARS WHEN DIRECTED BY THE ENGINEER. ~ j CONE CONE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOPj, CONES MAY NOT BE REQUIRED ALONG WORK AREA, Z 4- EXTEND LANE CLOSURE ND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE BEGINNING OF THE ~ OAGH SHIFT TAPER. {REFER TO STD. 1101.11 SHEET 2) N AND AT THE DIGRESSION OF THE ENGINEER, CONES MAY BE OIdITTED ALONG THE WORK AREA IF USING A PILOT CAR. m ~ FLAGGER APPROACH SHIFT TAPE PORTABLE SIGN (NOTE: CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS). , FLAGGER 3- MOUNT SIGN G20-4 "PILOT CAR FOLLOW NE" AT A VISIBLE LOCATION ON THE REAR OF THE PILOT VEHICLE. DI PORTABLE SIGN 5- TMIA S ARE REQUIRED 4- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO DIRECTION OF TRAFFIC FLOW PLANS. WHEN USED, ,`S ARE REQUIRED WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR AS SHOWN IN THE IS. WHEN USED, POSIT20N TMIA`S TO MAINTAIN AROLL-AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER. HEFT 1 OF 9 « DIRECTION OF TRAFFIC FLOW THE END OF THE LANE aosuRE. SHEET 1 OF 9 SHEET 2 OF 9 4 IS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. SHEET 2 OF 9 ~~0~ 5- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND INGRESS n 6- DRUMS OR SKINNY-DRU 1101 ¦ O2 FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. 11 O1 ¦ O2 11 O1 ¦ O2 1101.02 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~ ~ DWI NG 1101.02, 2 OF 9 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v SHOULDER TAPER LEFT LANE CLOSURE z m z p~ 113 L ~ 00 p~ o~ SATISFACTORY TO DATE 06.13.2011 c~ MEDIAN DETAIL OF SIGN PLACEMENT H' z b ~ ~ dd H' z Q O - Z ~ _ ~ ~ O SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY MENToADWAY ~ DES KJV DRW DEW CHK JWJ rHa~(n • • • • • WORK AREA • • + ~"1OOC3 rHO~CA H ~ ~ C> «PM/DM» CW/PV O -1 ~ • • • ~ • 7 LL J H O ~ b b Hz~=y - - - - - - - - - L - - - • 1~ • ~ F • - - 00~=Z Hz-I D 0 O O t1 = BRANCH MANAGER 1 ~z ~ ~n~ o O ~ ~ 7 ~ Lu d L<. p O LIJ Q Q ~ = CHIEF ENG/ARCH =mZym t-t~Qa~ =mzDm V =fn~0 d H ~ =V3Q0 LEFT LANE CLOSURE ¢ ~ oc ° H FIRE PROTECTION zH~rm ~ b b b F-= zW ZH~rm OOH DOWN fl3F-L~OJ 00 F- z ° ~ Q a n n=~ Z 1 C B STREAM ~ O~ d n=~ z LEFT LAN LEFT LANE ~ /2 MILE MINIMUM O ~ V^ MERGE TAPER BUFFER TMIA 50 TAPER ~ ~ BEGINNING OF Q Z z z BEGINNING OF O ©fn ~ ~ Q ~ ~ . D D INITIAL PLACEMENT L SPACE SPACE MIN. 100' Z • H ~ D D CLOSED CLOSED MERGE TAPER MERGE TAPER Z ~ J ~ ~ ' ^ ~ H y SEE NOTE 8 t0 ~ H ~ H V ~ O ~ ~ssA6E MESSa~ ( ) TMIA O W p O ~ W20.5 W4-2L W20-5 ' No z teFr tAN LANE ~ p 48 X 48 48" X 48" 48" X 48" t0 ~ i--~ ~ ~ ~ U v J 0-5 O o z ~~rr Neu[ aOSED CLOSED ROLL-AHEAD 0 Z O -0R- ~n"e au;uT Yy20-5 ~ -0R- W4-2L W20-5 DISTANCE n X 48 SEE DETAIL OF ~ z z w0 ~ ~ Z SIGN PLACEMENT r" ~ ~ = O c~aseo a+ANGEne~E wESSACe~ 48" X d8° 48" X d8" 48" x 48" (SEE NOTE 7) Uw ~ z ! BEGINNING OF z_ Q w O slaty Wd-2L 48" X d6" ! ! ! ! ! ~ MERGE TAPER ~ ~ w Z ~ SHOULDER TAPER ~ • W ~ J ~ Li.l z MEDIAN 1(3 L RIGHT LANE CLOSURE Lu 4BW4x2¢B" < b b b cn H O TMIA BUFFER MERGE TAPER 5 DRUMS ~ ~ Z U W ~ ~ SPACE SPACE L 20' SPACING l1' ~ m tp J v ~ ~1 ~ ~ ~ ~ mm - - - - - - - r - • ~ ~ • - - ~W c rn ~ ~ m J 3z opCLU zmz ~ ~ Q J z ~ W ~ ¦Q O ~ • • • • ~ WORK AREA • ~ I.L z v ~ ~i ~ Q a o g w O r~H U` N-~ n< -i a7 cn I~, r z m E-1 ~ CA - - • - • s • 1~ N ~ c~ a s ~ ~ Q O H ~ b N N DOWN H O r ~ ~ = STREAM ~ i v ~ r 1 MZLE MINIMUM © © ® MERGE TAPER BUFFER TMIA 50' TAPER m A to a ~N dU~- rnvao • ~ D ~ INITIAL PLACEMENT L SPACE SPADE MIN. 100 ~ d ~ ~ • • • • • • • • WORK AREA ~ Q Q V ~ ~ ~ Z o ~ ~ ~ o m ^ Z (SEE NOTE 8) . TMIA W O ~ Z - - - ~ I v Q ED Q ED ROLL-AHEAD O Z d yr., r r O c MESSAGE MESSAGE ~ ~ y y,,, 4; O "A ~ Nn ~ AHF~ -0R DISTANCE ~ ~ O Z ~ ~ ~ ~ ~ ~ ; ~ ~ u~:~: W4-2R W20-5 d ~ m H Z aQ~z w ~ O ~ v ~aNF IEFI W20-5 d$" X 48" 48° X d8" (SEE NOTE 7) O J ~ , v ~ v ~ r.~nseo ~ ~ 48" X 4$" Z (jJ ^r TMIA L~ J J Q w J _ O O ROLL-AHEAD Z ~ Z ~ ~ v CHPNGEABIGNMESSAGE d ` Z 4 ~ ~ p ~ W4-2R GENERAL NOTES E- r d r Z ~ 5 DRUMS @ MERGE TAPER DISTANCE ~ ~ ~R ~ ~ MERGE TAPER BUFFER TMIA ~ ~ O W V ~ c -G C~ y a6" x aB" !n ~ J O m p ' _ ~ r ~ 20' SPACING L L SPACE SPACE _ ~ WQ W w N ~ ~ ~ r ~ 1- IF NECESSARY USE THIS STD. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS NAY BE MOUNTED ON BOTH SIDES OF THE ROADWAY. ~ ~ H ~ ~ H 2- PLACE ARROW PANELS ON THE SHOULDER PAVED OR UNPAVED .PLACE AFIROW PANELS WITHIN THE TAPER IF SHOULDERS DO NOT EXIST. ii H m ~0 ~ Z O~ r Z ( j H J v O BEGINNING OF N MEET THE REQUIREMENTS FDA STOPPING SIGHT DISTANCE AT THE ARROW PANEL LOCATION. IF NEEDED, EXTEND LANE CLOSURES Q rj C MERGE TAPER • • • ~ O ca ~ ~ J ••••s J H Q W w ~ O ~ C AT THE BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTANCE TO THE ARROW PANEL IS NET. (SEE STD. 1101.11 SHEET 2) J aC ~ ~ ~ ~ m ~ 3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. PLACE DRUMS ALONG THE BUFFER Z ~G, ~ p SEE DETAIL OF Z ~ Z w ~ O SPACE AND WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. W ~ ~ SIGN PLACEMENT /mho ~o ti ~ ~ _ = J_ ~ n N LEGEND 4- REFER TO STD. 1101.11 SHEETS 1 & d, FOR "L" DISTANCE AND SIGN SPACING. L LEJ ~c~~ ~ Z GENERAL NOTES ° ~ Z O O A O O 5- REFER TO STD. 1101.02 SHEETS 6 AND 7 FOR TREATMENT OF LANE CLOSURES THRU INTERCHANGES. r O LEGEND U FLASHING ARROW PANEL (TYPE C) 6- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE LANE ~ FLASHING ARROW PANEL {TYPE C) Z CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. 1- RIGHT LANE CLO ~ ~ TRUCK MOUNTED IMPACT ATTENUATOR(TMIA) 7- TMIA'S ARE REQUIRED ONLY WHEN A BUFFER SPACE CANNOT BE ATTAINED, OA WHEN DIRECTED BY THE ENGINEER OR THE PLANS. WHEN H ~~jTRUCK MOUNTED IMPACT ATTENUATOR{TMIA) WITH THE EXCEL O D RIGHT LANE CLOSURES ON UNDIVIDED ROADWAYS ARE THE SAME AS FOR DIVIDED ROADWAYS AS SHOWN ON STD. 1101.02 SHEET 3, w J o U WITH THE EXCEPTION THAT THE APPROACH WARNING SIGNS ARE NOT REQUIRED TO BE MOUNTED ON THE LEFT SIDE OF THE ROADWAY. g Q a w CHANGEABLE MESSAGE SIGN (CMS) USED, POSITION THE TMIA TO MAINTAIN AROLL-AHEAD DISTANCE AS RECONNENDED BY THE MANUFACTURER. ~ > ~ Z ~ • DRUM B- PLACE CHANGEABLE MESSAGE SIGN (iXdS) ON THE OUTSIDE OF THE TAAVELWAY AS DIRECTED BY THE ENGINEER. PLACE CMS APPROXIMATELY • DRUM 2- REFER TO NOTES O 1'2 NILE IN ADVANCE OF THE W20.5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CNS Y2 MILE PORTABLE SIGN REFER TO NOTES ON STD. 1101.02 SHEET 3. Q Q ~ Q o_ w ~ b PORTABLE SIGN FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC MOVE CMS APPROXIMATELY ~ MILE IN CONDUCTION WITH ANTICIPATED BACKUP. ~ HEET 3 OF 9 ~ DIRECTION OF TRAFFIC FLOW 9- MESSAGES NAY READ "LEFT LANE CLOSED" OR '"RIGHT LANE CLOSED", "MERGE RIGHT" OR "MERGE LEFT" DEPENDING ON LANE BEING CLOSED. SHEET 3 OF g HEET 4 OF 9 DIRECTION OF TRAFFIC FLOW 0 0 ~ SHEET 4 OF//''~~9 sGA~E: N.T.S. 1101.02 1101.02 1101.02 G 1101 ¦ 1JL EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ NAVFAC DRAWING N0. ~ o ~ ~ SWING 1101.02, 4 OF 9 SHEET 8459874805 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~Q~~ N.T.S. TYPICAL A4 C0502 ~ol~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v Z v om O om p z CROSSROADS {SHOWN} ~tl~ H ~ NOTE: USE SIGN R11-4 IF NOTE: WING BARRICADES WITH SIGN R11-3 ~ H ~ OR "T" INTERSECTION H • Z 1 MILE OR LESS TO SHOULD ALSO BE USED AT SIDE ROADS Q ¢ H • Z ROAD CLOSURE. BETWEEN THE DETOUR POINT AND THE Q 'S ROAD Q W20-3 CLOSED T 48ftx302 H ~ ~ C7 ~ H p 0 ROAD QOSED POINT OF CLOSURE. Z~= U y H O O r0~-I~ OPTIONAL: To LLJOH ~ rOm-~I~ 48 X 48 - O m THRO TRAFRC Rll-2 O O a= Z E-E Z = A E-i Z ~ = p W20-3 Rll-3 ® GLO D M4-10R {SHOWN} ~ ~ ~ = Z ~ ~ -I ROAD 48" X 48° 6 Rl1 30 60" X 30" 48" X 30" ~ Z L7 ~ -I _ ~ D py m CLOSED (LOAD CLOSED W Q Q L'1' _ _ ~ D D m SP-4L + OR M4-10L ~ 500'- 48" X 12" 10'+ - I..-.. 48"x18" ~ U Q ~ = D z ~ EAD ~ ROAD I- U ~ O c7 Z ~ = Cn O O CLOSED Q ~ H = ZA O O Z ~ ~ N4-10R(SHOWN) Z W Z ~ m TYPE III BARRICADE{S} ~ _ ~ Z H , ~ O H NEkT DFf OR M4-10L ~ ~ LL ~ J O O H F E F t' U1~LLOJ OZ~Z SP-4L 48" X 18" 000 C~Z~Z • D D D 42 X 12 TYPE III WING BARRICADES TYPE III BARRICADE(S) Z ,E-1 ~ D y O ~ CA H y ' c0 ~ H H y = WORK AREA ~ H ~ ~ H o cn0 ~ 500± O Wp Cn0 ~ ~ F F F F 1- ~ w o Z n O Z ~ ~ 0 U N w 0 « ~ ~ ~ ~ WORK AREA 500'± 500'± 5 50a'± 500'± 500`± N 500'± 500'± 1500'± 1/2 MILE± 500'± 500'± 1 ROAD CLOSED W20-3 DETOUR ROAD ~ 48" X 48" ~ CLOSED C OSED c~ rn ~ O F rn EAD AHEAD o0o Fr CC.OSED ~ ~ 000 FT • NEXT RIGHT r m ROAD ROAD ROAD ROAD O W Z m Z W20-3 W20-2 W20-; O ~ CLOSED DETOUR CLOSED CLOSED CLOSED LL ~ H n ~ 48" X 48" 48" X 48" 48" ; W20-3 W3-1 ~ W ~8" 48" X 48° 48" X 48" R1-1 48SPX4R2 W ~ C ~ H AHEAD OPTIONAL: EAD 000 F( 00 FT = O O ~ H ST~P . 48" X 48" Z N H O W20-3 W2D 2 W20-3 W20 3 W20-3 W20-3 Z y d O m = 48" X 48" 48" X 48" ROAD 48" X 48" 48" X 48" 48" X 48" 48" X 48" L„f O C ~ (n H O ~ Zi CLOSED ~ J ~ ~ A = IF THERE IS NOT AN EXIS' i IS NOT AN EXISTING 3--wnr ~ ~ iN, INSTALL STOP AHEAD CA ~ Cn AHEAD O m ~ ~ STOP SIGN, INSTALL STOP m ~ ~ ~ ~ SIGNS WITH SUPPLEMENTAL ~ ~ ~ Q W D ~ PANEL AND STOP BAR. Q ',TH SUPPLEMENTAL 3-WAY R1-3 ~ ID STOP BAR. 12 X 6 0 Q O ' O Z h SP-4R ~ O ~ Z Z~ v 42" X 12" ~ Q ~ v v0~ ¢Oo v0~ v~"v oOCZ -mipv Q ~ ~ GENERAL NOTES p ~ Z N \~~11 a lii1~~~ m0 z ~ oO ~ v GENERAL NOTES H W C v Q d N C A Ro . O ~ ~ m ~ ~ ~ 1-IF NECESSARY USE THIS (n r UNDIVIDED AND DIVIDED SSARY USE THIS STD FOR CROSS-ROADS AS SHOWN OR FOR "T" INTERSECTIONS ON TWO-LANE, TWO-WAY AND MULTILANE ~ ~ ED AND DIVIDED ROADWAYS. (/y ~ ~ a =•'~~SS/ 9 C r D 1-IF NECESSARY USE THIS STD. FOR TWO-LANE, TWO-WAY, AND MULTILANE DIVIDED AND UNDIVIDED ROADWAYS. "Q Z' ~ O H = W ~ O H 2-INSTALLATION OF DETOUR .p y Z 2-INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY NECESSARY MODIFICATIONS O O ~ ~ Z TO EXISTING OA PROPOSE ATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY NECESSARY MODIFICATIONS = ~ _ ;°Q~O ~ ' TING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS {STATE OR CITY FORCES} UNLESS OTHERWISE H ~ p = SEAL O C TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FORGES) UNLESS OTHERWISE H d. ~ Z C DESIGNATED IN THE PLANS. PROVIDE A MINIMUM 21 CALENDAR DAY NOTICE TO STATE FORCES BEFORE A ROADWAY IS CLOSED TO DESIGNATED IN THE PLAN H ~ ~ O -I ~ A ROADWAY IS CLOSED TO ,TED IN THE PLANS. PROVIDE A MINIMUM 21 GALENDAR DAY NOTICE IS REQUIRED TO BE PROVIDED TO STATE FORCES BEFORE _ _ !AY IS CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL DETOUR ROUTE SIGNS, AND TO ~ ~ (Jj 'e 18187 \ Z 'rl TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY ~ J ~ INFORM LOCAL EMERGENCY m O AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE. W ~ ~ O LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECTED 6Y THE ROAD CLOSURE. Z % ~ F/y fie'°°~v y ~ F y ~ SIGNS BEFORE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE SIGNS WHEN OPENING ~ 3-INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE SIGNS WHEN OPENING 3-INSTALL SIGNS BEFORE B THE ROADWAY TO TRAFFIC. INSTALLjREMOVE SIGNS AND BARRICADES WITHIN THE SAME CALENDAR DAY. THE ROADWAY TO TRAFFIC DWAY TO TRAFFIC. INSTALLIREMOVE SIGNS AND BARRICADES WITHIN THE SAME GALENDAR DAY. J' VAN\\~~~~ 4-USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN R11-4 "ROAD CLOSED TO THAU TRAFFIC" 4-POSITION BARRICADES SU N BARRICADES SUCH THAT THE STRIPES ARE SLOPED DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN SEAL IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE DETOUR POINT. DETOURING. NG. LEGEND LEGEND 5-USE PORTABLE SIGNS IF 5-DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 ROAD CLOSED XX MILES AHEAD STOP BAR IS NECESSARY. .TABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY, OR FOR EMERGENCIES. IN THIS CASE, NO STATIONARY SIGN 6-POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST F STATIONARY SIGN ,R IS NECESSARY. HEFT 1 OF 9 4 DIRECTION OF TRAFFIC FLOW TURN IN DETOURING. SHEET 1 OF 9 HEET 2 OF 9 + DIRECTION OF TRAFFIC FLOW SHEET 2 OF 9 ~~0~ 1 1 0 1 ¦ O3 7-USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOA LESS THAN ONE DAY OR FOR EMERGENCIES. 1 1 O 1 ¦ O3 1 1 0 1 ¦ O3 1101 .03 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ¦ ~ DWI NG 1101.03, 2 OF 9 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL °m o °m SHOULDER CLOSURE ON CONT tE ON CONTROLLED ACCESS FACILITIES - 55 MPH OR ABOVE z v~ H~ v~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ ~d G~ A ~H Z ,Q~~ ~H Z TRAVELWAY ~ ~ DES KJV DRW DEW CHK JWJ HOB H~=C3 AHO~p i ~ i ~ ~ H ~ ~ C> «PM/DM» CW/PV rOm~p Rn-z ~ JOH r0'n~Cn mz~=D 4B°x so" Oo°-=Z Hz~=y b b b 0 O O t1 = BRANCH MANAGER Lj ~ n -I ROAD ~ Z ~ C7 -I 500' =~Dym CLOSED WQQ~'= =~Dym 500' SHOULDER CLOSURE TAPER ~ 50` MIN. ~ ~ r-r.~ r . SHOULDER LIJ Q Z ~ CHIEF ENG~ARCH Z~ Q U O H Z~ W20-1 W21-5A W21-5A 113 L BUFFER W21 -5A {PAVED OR UNPAVED} Q V ~ O H FIRE PROTECTION Z = ~ O ~ _ ~ Z W Z = ~ O ~ ROAD 48°X48° a~cHr 48°X48" ucHr 48"X48" . S O H O~ W O J ~ p H ~~D sHOULOER sHaLmER ~48"X48° ~ _ ~ Z LJJ D a _ ~ Z TYPE III BARRICADE (S} O O ~ ~ _ ~ Z CLOSED CLOSED ~O~~Q Q Z z Z B ~ ~ ~ J . ~ D Z • ~ D ~ ~ ~ W16-2 HExr W16-4 W16-4 NIXT W7-3a Z H O~ v O H y tq I- H -G H y EEEr 30"X24" ~ ~ 30"X24" 0~ tA0 ~ G Wp NO O 30"X24" OR ~ 30"X24" ~ ~ ~ ~ 0 ~ U Z ~ n p Z ~ W o Z ~ p z z wORK AREA SHOULDER CLOSURE ON LOSURE ON OTHER DIVIDED FACILITIES - 55 MPH OR LESS ~ ~ U z zQ~ o w z (n TRAVELWAY Z ; J ~ b ~ b ~ ~ w • i Q ~ W _ ~ ; ~ w Z v Z © ¢ -1 f' f' b ~7 O © ~ O 2 X POSTED SPEED ~ m J I w W I SHOULDER CLOSURE TAPER 50` MIN. ~ ~ ~ -I (IN FEET) C B A A r h~ r w---~ SHOULDER W U ~ W Q 113 L BUFFER {PAVED OR UNPAVED) ~ z m J ~ ~ rn aE ~ y ¢ ~ rn W20-1 W21-5A W21-5A m m Z ROAD ~pECJ PREPARED i O W O ~ Z ROAD 48"X48" R~ctR 48"X48" ucaD 48"X48" W21-5A W `48"X48" O N ; C~ a W O ~ ~ O WORK TO ~ ~ ~ 17i woRK SHOULDER s~aLLDfR ~ ~ r DELAYS SrOp C7 = } ~ r AHEAD cLasfD aosfD J Q c o ~ 0 z CC ~ O N W20-1 W20-18 W20-76 W20-7A Z y Q A~ = 48 X 48 48" X 48" 4B X 48 48" X 48" H O ?y ~ = E~ W16 2 ~ W16 4 OR W16-4 OR NIXT W7-3a Z J c z U ~ 'P~ ~ ~ J 30 X24 30'X24 30"X24" ~ ~ 30"X24" l--1 ~ O a q U~ -C~ o ~ N~ o N z D W = z SHOULDER CL ~ ~ W ~ HOULDER CLOSURE ON TWO-LANE, TWO-WAY ROADWAYS o 0 Z J O rev ~Qz Ov (SEE NOTE 5) Q ~ W ~ O yOD O~ cp o za'7° ¢o O: r~ ~ mC~v z a Ov ¢ ~ z O v v H ~ v - - - - - - - ~ Nn~o Oho - - - ~ - - - - - - - z m ~ Q~ ~ ~ O H = OC n H _,,r,~rr N Q o ~NZ HO rZ ~ -tc~} Jai O~ H ~ ~ ~ LLJ W A SHOULDER CLOSURE TAPER 50` MIN. SHOULDER J Q W N ~ C~3~L~u N A 1J3 L BUFFER (PAVED OR UNPAVED) Z Z ~ ~ o O 1T1 p GENERAL NOTES z~ F C p ~ D (fy a7 W ~ ~ ao sHOU~R sHOUEDER ~ ~ J N ~ O E- m woRR 00 ~ 1-USE THIS DETAIL FOR OPERATIONS SUCH AS ERECTION AND REMOVAL OF OVERHEAD SIGNS, BRIDGE GIRDERS, OR CC y w2i $ woR1c ~ ly V ~ ~ Z U ~ OTHER TYPES OF CONSTRUCTION WHERE THE ENTIRE TRAVELWAY MUST BE CLOSED TO TRAFFIC. O as"xae" W21 .5 ~ oQ- ~ o A 48" X 48" ~ ~ Z ? ~ LEGEND = U~ 2-IMPLEMENT THIS TYPE OF ROAD CLOSURE DURING PERIODS OF LOW TRAFFIC VOLUMES. DEPLETE THE EXISTING O GENERAL NOTES w J o U ~ TRAFFIC QUEUE BEFORE RECLOSING THE ROADWAY TO TRAFFIC IF MULTIPLE CLOSURES ARE REQUIRED. LEGEND {4 PORTABLE SIGN 1- PLACE SHOULDER CLOSURE ~QQ w 30ULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED. ~ ~ ~ Z G' 2- PLACE DRUMS IN THE SHOT FLAGGER OR POLICE OFFICER 3-TRAFFIC CONTROL DEVICES ARE SHOWN FOR ONE DIRECTION OF TRAFFIC APPROACHING THE ROAD CLOSURE, THE • DRUM THE MAXIMUM SPACING OF tUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. Q Q ~ Q [MUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. o z z ~ ~ ~ SAME DEVICES APPLY FOR THE OPPOSITE TRAFFIC DIRECTION. TATI NARY R P RTABLE I N p S 0 0 O S G 3- USE STATIONARY SIGNS F( HEET B OF 9 ~ DIRECTION OF TRAFFIC FLOW I'IONARY SIGNS FOR LONG TERM OPERATIONS {LONGER THAN 3 DAYS}. ~ ~ 4-REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. SHEET 8 OF 9 HEET 1 OF 1 DIRECTION OF TRAFFIC FLOW 4- REFER TO STD. 1101.11 ; 5- THE TWO-LANE TWO-WAY [ STD. 1101.11 SHEETS 1, 3, & 4, FOR "L" DISTANCE, AND SIGN SPACING. SHEET 1 OF 1 scA~E: N.T.S. -LANE, TWO-WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI-LANE FACILITIES. 1 1 A 1 ~ A /1 1101.03 1101.03 1101.04 ' G V VHF EPROJECT NO.: 796542 CONSTR. CONTR. NO. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ NAVFAC DRAWING NO. ~ o ~ ~ SWING 1101.04 12598749 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 85 of 305 ~Q~~ N.T.S. TYPICAL `T ~OGOr~ ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z o Q ~ ROADSIDE ACCESS POINT ACCESS THROUGH TEMPORARY BARRIER o ~ o ~ z o~ G ~ DETAIL SHOWN FOR LEFT SIDE SAME PRINCIPLE APPLIES FOR RIGHT SIDE ACCESSES ~ ~ ~ < ~ H QU=CK REFERENCE - "L" D=STANCE TABLE Q Q H' Z ' QQ~ H' Z ~,HpO Z~=V pHpO LATERF LATERAL 1Za ~ ~ V r o m TR K EXTEND DRUM LENGHT SO TRUCK WHEN LANE IS CLOSED, W J p H r O '1'I~fA WIDTH(W wIDTH(w} ~ 1 2 3 4 5 6 7 8 9 10 11 12 m z = -I MULTILANE ROADS UC CAN MERGE TO EXISTING TRAFFIC DRUMS MAY BE REMOVED ~ p C7 D_ = Z m z = ~ EXAINPLE OF "L" 8 °W° DESIGNATIONS FEET H ~ p ENTRANCE SPEED FOR TRUCK EGRESS. fn H ~ ~ FEET OOd=Z 07 pp70n-I ~ s - r - ~ - - s - m , w Q z V. o o c~ m POSTEI _ ~ Z r' v~4-iz a 20 200 * MAX . ~ 1- ~ p ~ _ ~1 Z D SPEED POSTED M= N =MUM W Q Q W= ~ a * x ~ ~ y= p p O ACCESS POINT Q f- Y= a p p MPH z H ~ r 1l A ¦ ¦ ¦ ¦ ¦ ¦ q r r ! • • • • • • • • • • • ~ ~ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ~ ~ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ~ ~ ¦ ¦ ¦ p ~ p W Z H ~ r 11 SHLD. a SPEED (S} LONG=TULIZNAL_ dSSTANCE= " L_" (FE=E=T) Q~~~H D • OO~..~ TEMP. B~rrr U-HJ OOH (FiOUNOE=O VALUE=S) ~ ~ ~ O W C> Z BARRIER A r r r r r r r r' p p~ Q <7 Z 2 • "c' ~ M _ _ _ y M SEE RS0.1101.11 SHEET 3 r Z ~ H ~ ~ 1' ~ ~ ~ 2Q 10 15 20 30 35 40 50 55 60 70 75 80 ~ ~ H ~ D - - - ~ D ~ -I y 4 ~ 4 FOR BARRIER FLARE RATES c0 ~ H ~ ~ y to H ' CRASH CUSHION IS REQUIRED WHEN O 0_ p (A H ' + . ~ ~ ~ ~ ~ 25 O ~ EXPOSED END OF BARRIER IS WITHIN TR K ~ uJ O O ~ i W 2 5 15 25 35 45 55 65 75 85 95 105 115 125 ~ H Q d a ~ W ~ o! Z 30` OF EDGE OF TRAVELWAY. A UC n O Z O ~ 30 ~ - - - - - - ~ ENTRANCE 3 0 15 30 45 60 75 90 105 12p 135 150 165 180 r.. 0 w 0 ~ ~ SHLD. NOTES: 35 3 5 25 45 g5 85 105 125 145 165 185 205 225 245 RIGHT LANE CLOSURES MAY BE USED 200' IS A MAXIMUM DIMENSION. KEEP THIS DIMENSION AS SHORT AS POSSIBLE. WIL1zA WHEN ALLOWED BY THE ENGINEER. LEFT LANE CLOSURE SHALL BE USED FOR ACCESS, UNLESS AN ENGINEERED ROAD ACCESS IS ae"xae° 40 DESIGNED. SEE STD. 1101.02, SHEET 3. ~ 4 0 30 55 80 110 135 160 190 215 240 270 295 320 N ~ 45 45 45 90 135 180 225 270 315 360 405 450 495 540 v+ ~ 2 -LANE 2 -WAY R AD TRUCK y ~ 0 S HAUL ROADS aE W _ a 50 50 50 100 150 200 250 300 350 400 450 500 550 600 J O ' ENTRANCE FOR 2-LANE, 2-WAY ROADWAYS ~ TRUCK G r ~ rn m PREPARED O y ~ ~1 z 55 WI4-1za SIGNS SHOWN FOR ONE APPROACH. BUMP ENTRANCE y p ACCESS a: as°x 4s° SAME SIGNING APPLIES FOR TO STOP ~ ~ E,.~ ~ 55 55 110 165 220 275 330 385 440 495 550 605 660 m Z ~ N N r POINT A BOTH APPROACH DIRECTIONS wzoao wa-1 vn¢lz n 0 0 C1 60 H ae° x 4a" aa^ x aa" as z ary' ae° x <e° O T71 H (p 60 60 120 180 240 300 360 420 ~I80 540 600 660 720 J 1d-1 ? O U} H v H U} _ Z = Q -I C~ 65 Z ~ W ~ 65 65 130 195 260 325 390 455 520 585 650 715 780 ~ 4 4 a ~ C>AON ~ ~ ~ HAUL ROAD 30 ~ m Z Z 70 ~ A B C C o~ n ~D 7Q 70 140 210 280 350 420 490 560 630 700 770 840 0 ~ _ ~ < D F MAx J -i rn Z m Z TRUCK A ~ ~ ~ O v D ~ 0 0 ~ ~ S o ENTRANCE ~ Qr N ~ O D D ~ ~ oC J z W Q= Z r~ V i ~ WIA-13 A ~ ~ ~ 0 o0`1L Q \~111~~1~~1~~~~ a9" X 48" z ~ ~ ~ D GENERAL NOTES Q F v~ N C A RO r O WHEN DIRECTED BY THE ENGINEER, TRAFFIC MAY BE STOPPED Q ~ ~ 2 m p ~ TO ALLOW WORK VEHICLE ACCESS. USE THE SAME SIGNING USE TYPE III BARRICADES WHEN 1- H y ~ TAPER LENGTH CRITERIA FOR FOR ~y Z z Lu o~ °Essi°° S' FOR HAUL ROADS AS SHOWN IN THE ADJACENT DETAIL. HAUL ROAD IS NOT BEING USED !n W ~ Z N A ~ `f Z rn z N H CHAHNELIZING DEVICES IN WORK ZONES 0 Q V ~ e °~F 0,~°.° 9; R K ZONES 1-TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T. C. D. WHERE: = 1- H : ~ .9 nH czn0 ~ rn t7Z GENERAL NOTES ,i N H H Z O ~ U ~ ~ = ` ~ SEAL ~ SPEED LIMIT FORMULA H LIJ m 1-M NT I N N B TH LEFT AND RI HT IDE N DIVIDED R ADWAY . I N ARE RE IRED NLY N THE RI HT IDE F THE R ADWAY F R J D TYPES OF TAPERS TAPER LENGTH OU SGSO 0 G S SO 0 S SGS QU 0 0 G S 0 0 0 N J V ~ D - 18187 ER LENGTH MZN s0 z ~ J °FNGI N~~,~. 0 UNDIVIDED ROADWAYS. Z ~ 40 MPH OR LESS L W x S2 w ~ Z ao UPSTREAM TAPER m ~ 2-PROVIDE MINIMUM STOPPING SIGHT DISTANCE FOR EACH FLAGGER LOCATION. O ~ ~ N LEGEND r MERGING TAPER L MINIMUM 3-REFER TO STD. 1101.11 SNEETS 2 & 4 FOR STOPPING SIGHT DISTANCE AND SIGN SPACING. ITT SHIFTING TAPER 1J2 L MINIMUM MINIMUM 45 MPH OR GREATER ~xH W x S ~ °J° VAN ~~~iiiliii~`~ L MINIMUM ~ ¦ ¦ PORTABLE CONCRETE BARRIER L MINIMUM L =MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE) SEAL -vtir TEMPORARY CRASH CUSHION 4-UPON COMPLETION OF EACH HAULING OPERATION, REPAIR, SWEEP, AND RESTORE THE ROADWAY TO BE SAFELY TRAVERSABLE AT NORMAL SHOULDER TAPER----------------------------113 L MINIMUM • DRUM OPERATING SPEEDS. TWO-WAY TRAFFIC TAPER-------------------100 FEET MAXIMUM FEET MAXIMUM W =WIDTH OF OFFSET IN FEET (LATERAL DISTANCE) F STATIONARY SIGN 5-"BUMP" SIGNS (W3-1) ARE REQUIRED ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT OF IMPLEMENTING THE HAUL ROAD. U5E FLAGGERS S =POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING, b PORTABLE SIGN DOWNSTREAM TAPER 100 FEET PER LANE AT ALL TIMES TO STOP TRAFFIC WHEN BUMPS ARE LOCATED ACROSS THE ROADWAY. CONSTRUCT BUMPS TO PROVIDE A SMOOTH TRANSITION FOR FEET PER LANE OR THE ANTICIPATED OPERATING SPEED IN MPH 2-"L" DISTANCE IS FOR APPLICATION WITH GHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS HEFT 1 OF 1 r FLAGGER TRAFFIC GROSSING THEM. REMOVE BUMPS PRIOR TO ALLOWING TRAFFIC TO RESUME NORMAL OPERATING SPEEDS. SHEET 1 OF 1 HEET 1 OF 4 4 DIRECTION OF TRAFFIC FLOW c AND TRANSITIONS. GHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, SHEET 1 OF 4 ~~0~ 1 1 0 1 ¦ O5 6-WHEN NOT SPECIFIED IN THE PLANS OR BY THE ENGINEER, PAYMENT FOR CONVENIENCE WILL NOT BE MADE. 1 1 O 1 ¦ O5 1 1 0 1 ¦ 1 1 RAISED ASPHALT ISLANDS, AND VERTICAL PANELS. 1 1 0 1¦ 1 1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ¦ DWI NG 1101.11, 1 OF 4 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL o z ~ om p Qm z H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~H Z ,Q~~ ~H Z Q ~ DES KJV DRW DEW CHK JWJ HOB H~=U AHO~p rom~G7 w JpH rp-n~tn H ~ ~ C> «PM/DM» CW/PV HZ~=D DESIGN MINIMUM LONGITUDINAL O0~=Z HZ~=D TEMPORARY E3ARRI E:R ~ 0 t1 = Z BRANCH MANAGER pp~n~ SPEED BUFFER SPACE MINIMUM SIGHT DISTANCE WoCZw ^ pp~p~ =~ZDm (MPH) {FEET) f (Q.),~Q= =~ZAm FLARE: RAT E:S W Q Z ~ ~ CHIEF ENG/ARCH ~ O V =fn ~ 0 3O 85 DESIGN STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE Q I- H V = p p p POSTED ~ V ~ ~ ~ FIRE PROTECTION Z H~ r 11 SPEED = Z W Z ~ ~'I • 00~..~ (MPH) {FEET) (FEET) U3~wOJ ~QH SPEED ANCHOFtE=Cr UNANCHORED ~ _ ~ Z H (MPH) (A. B) (A:E3) (A~WQJ Q Z z Z _ ~o Z 35 120 p Q ~ 717 © Q o • ~ ~ 30 200 1090 O H ~ ~ ~ D D~ 40 155 Z <30 s 1 7 1 z H~ ~ g ~ o ` o ~ gyp= ~ ~ H ; ~ _ _ 35 250 1280 tt1 ~ H H V op 45 195 ~ w~ Np O 35 10 1 $ 1 C d d ~ o U Z Z 40 305 1470 T'` ~ Z O w ~ 40 11 1 9 1 r" ~ w(~w ~ 50 240 w j ~ O 45 3fi0 1825 55 290 45 13 1 10 1 ~~w Z Z \ J 50 425 1835 50 14 1 11 1 / Z Q ~ w ~ 60 345 ~ 55 495 1985 N 55 16 1 12 1 ~ ~ZU w ~ ~ ~ fi5 405 W D 60 570 2135 J c ~m 70 470 pC m w m o rn 60 17 1 13 1 m Cn ~ O m J ~ rn~ Z 65 4 22 O a z ~ z fi 5 85 ~ ~ '0 65 19 1 14 1 O'Q N QZa ~ W W w M~ ~ ~ r 75 540 rn H 70 730 2480 ~ F Q H IL ~ z~o Q 0 ~ ~ t!1 80 615 Z Z H D N 70 20 1 15 1 Z ~ ~ z ~ w U c ~ ~ = 75 820 2580 H ~ D ~ ~ _ ~ -oO~ 's N -CON ~-'E~~ OQ O ~ DZ o -I 80 910 2680 ~ N F Z -T m~D o W= ~~D o ~ z p H ~ a0 z 6,~?? B ~ ~ ~ W z .~~~~~~~~~~~~~~~~~~~Ir ~ J H W ~ U r~ Q J H r ~ ~ {A p p ~ a~j frl 0 TEMPORARY Bi TEMPORARY BARRIER PARALLEL TO TRAVEL LANE ~ 0 ~ w ~ ~ ~ GENERAL NOTES z ~ w ~ ~ z ~ Q Z O C~ =RIB Q Hv rnm~ ~ Z d QFm ~ m L~ LENGTH OF FLARE ~ 0 ~ Z ~ c ~ y D r N D ~ 1-TABLES ARE BASED ON THE AASHTO GREEN BOOK A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND THE MANUAL ON O LL D F~ ~ = N Q ~ O H UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE VALUES ARE FOR PA55ENGER CAR VEHICLES ON WET AND LEVEL fA ~ H ~ Z ROADWAYS. CONSULT THE AASHTO GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. ~ U rn Z {nZ47 H ~ Z~ H~~ w W ~ o ~ 2-BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVEMENTS. J ~ D ~ Z~~ (3 H ~~~'I cJ~H~ ZW a J z ~ ~ w~ m t7 ~ 3-USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC Z ~ = 111 ~ ~ ~ m ~ APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS STOPPING SIGNT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES w ~ m G7 ~ W ~ r ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING ~ r GENERAL NOTES ~ Q ~ ~ U ~ ~ Z O RI ARROW PANEL. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED. ITT c~ F O 1-A BARRIER IS Ci °aa ~ O A -A BARRIER IS CONSIDERED FLARED WHEN IT IS NOT PARALLEL TO THE EDGE OF THE TRAVELWAY. ~ F- ~ O Z ~ 4-USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE Z U V w J o ~ REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSINGINO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS. 2-NORMALLY, BARB: FUNCTION OF A I -NORMALLY, BARRIERS ARE USED FOR WORK AREA PROTECTION. WHEN SERVING THE ADDITIONAL ~ Q a LLB FUNCTION OF A GHANNELIZING DEVICE, SUCH AS WHEN SHIFTING TRAFFIC, BARRIER TAPERS SHALL ~ ~ ~ z MEET STANDARD I MEET STANDARD GHANNELIZING TAPER LENGTHS AS SHOWN ON SHEET 1. ~ Q ~ Q w c c' HEET 2 OF 4 SHEET 2 OF 4 HEET 3 OF 4 0 0 ~ SHEET 3 OF 4 scA~E: N.T.S. O 1101.11 1101.11 1101.11 G 1101 ¦ 11 EPROJECT No.: 796542 CONSTR. CONTR. NO. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ ~~~o NAVFAC DRAWING NO. o~~~ ~~o~ ~ DWI NG 1101.11 3 OF 4 12598750 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ A^ SHEET 86 OF 305 ~Q~~ N.T.S. TYPICAL L•~ ^O~O ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v om O pm z o~ H ~ H ~ H ~ ~.-1 ~Q F-1 F- ~H z Q~?y ~H Z 5EE STANDARD 5116" HEX HEAD HOT DIPPED ,et Q "~Q.S' , TsHO~ H~=U OHp~p r O ~ LL J O H r O~ -I O LATERAL CLEARANCE SPECIFICATIONS GALVANIZED STEEL BOLT AND HARDWARE 1Za ~ C V :LEARANCE FOR APPROVED SIGN ~ J O H mz ADVANCE WARNING SIGN O a=z mz H ~Ai PA I N HART ~ H ~ -I CURB & GUTTER SUBSTRATE MATERIAL. CSZGN FACE O O ~ = Z °p n S C G C z °p n _ ~ D m f- U Q O = _ ~ D D m SECTIONS CURB & GUTTER____ ~Z GUTTER ~ ~ ~ ~ C C aim O GENERAL NOTES RECOMMENDED q ~ H ~ ~ O , y 2 O DISTANCE BETWEEN SIGNS ~ = O RURAL = 6 MIN. 6 MIN. F~ ~=~zW ZH~r~ + ZW ZH~I-1'I URBAN = 2' VIN. ' O 1-USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY POSTED SPEED LIMIT {FEET)_ to ~ ~ O J p o H 2' MIN. ~ 'i "U" CHANNEL POST ~ ~ LL O J t"1 = ~ Z STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A, B, G, ARE SPECIFIED. {MPH) O ©t'A ~ n = ~ Z WITHOUT PAVED SHOULDER ' ~yD A B C z ,H ~yA , iVED SHOULDER ~ O O ~ ~ D ~ } D ~ RURAL = 6 MIN. H V 2-APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE < 35 200 200 200 t0 a ~ H y URBAN = 2' MIN. L = 6' MIN. ® LOCKWASHER Z • 5 e Z O U) SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST - O p C1) z AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION ~ 0 Z O WITH PAVED SHOULDER N = 2` MIN. ® NUT ~ d ~ ~VED SHOULDER °s ' ~ • LJJ ~ ~ INTERFERENCE, ETC. 40-50 350 350 350 r` O RURAL = 6` MIN. L = 6` MIN. ® r" ~ w 55 500 500 500 E.O.P. URBAN = 2` MIN. V = 2` MIN. ~ CONTROLLED ACCESS ROADS 1000 1500 2700 ASSEMBLY DETAIL N ( ? 55 ) f!a y to ~ C E.O.P. ELEVATION W A ~ ~ N p y ~A J~ 1' LESS THAN TO BOTTOM OF SIGN = 7' MIN. ~ V Z H'~m ac~1W -zl~,m MAIN SIGN O C ~ HEIGHT ~ Q ~'r'Iz pQcn H~z M~ ~ F z z M ~ O H H ~ iD H - ~ ~ J - ~ N Z z = z N TRAVELWAY PAVED SHOULDER Cf= Htj'~tJ) m~,= DIRECTION ~ z W ~ m0 ~HZ H¦A to OF TRAVEL ~ Z J ~ Z L DISTANCE TO 4TH SIGN L ~ y H O r r DISTANCE TO 3RD SIGN ~ DISTANCE TO 2ND SIGN ~ DISTANCE TO 1ST SIGN = ~ 42 MINIMUM EMBEDMENT 'p D REPEAT FOR ANY CONSECUTIVE SIGNS ° 6LI (/j ~ D ~NoQc NIMUM EMBEDMENT 3 lb "U" CHANNEL POST lJJ O~~IZ Q ~Z 4 -%s" GALVANIZED O ~ 42" MINIMUM EMBEDMENT HARDWARELTS AND 0 C J DAD ° o}c ~°OD r B A J ~ ~ C ~ v o0~ ~~v X N g ~ 0 3 ~ z \~1,1~~1~~1,,, v zoCo D~ v~mv QFn. rn v H y ~ REFERENCE z ~ ~ N ~ o N POINT o W D Q GENERAL NOTES . of , z N O~- rZH NOTES soil ~ H ; ~ E ~o ° 9', ~ ° ° ti W SEAL ~ ~ ~ Z v IT) Z 1-DIMENSIONS SHOWN ARE MINIMUM VALUES. WHEN SIGNS ARE N H Z O H LL n O SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS THAT DETRACT tHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES ~=jy Z = = 9 ° - 'S THAT DETRACT FROM THEIR VISIBILITY, MOUNT THE SIGNS DETAIL FOR SPLICING H ~ G3 = 18187 Z J v Q r AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VI -1~ t~H my~ ARE CLEARLY VISIBLE TO APPROACHING TRAFFIC. J H Z - cn3ao z~z Duo TARE FEET IN AREA ON TWO flR MORE SUPPORTS. STEEL U-CHANNEL POST Z ~ E--1 ~ °Fjy ~Q~, ~ ~v m ~ ~ W ~ H ~ ~ ~ 2-MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN ARE 77 U Z Z ON SMALL SIGN SUPPORT W Q C °CI NE°°~~,`~\~ C F..~ r Q Q O y 3-SEE STANDARD SPECIFICATION 1089-1 FOR WORK ZONE SIGNS. m 1~1 STATIONARY OR PORTABLE SIGNS t'~ a m tORK ZONE SIGNS. ~ O ~''~i Jii VAN\\~~~`~ fn y F {n 4-SEE STANDARD SPECIFICATION 1089-2 FOR WORK ZONE SIGN S CORK ZONE SIGN SUPPORTS. ~ * DO NOT BURY SPLICE SEAL 5-SEE ROADWAY STANDARD DRAWING 903.20 FOR WOOD POSTS. I WOOD POSTS. 6-SEE STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS. tOD SUPPORTS. HEFT 4 OF 4 SHEET 4 OF 4 HEET 1 OF 1 SHEET 1 OF 1 ~~0~ 1101.11 1101.11 1110.01 1110.01 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SWING 1110.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v om O Qm z H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~ H Z LATERAL CLEARANCE ~ ~ H Z F- u~po z ~p0 FLASHING ARROW PANEL TYPES rH'n~(n Hp~r rH'n~~ .L TYPES Q ~ ~ DES KJV DRW DEW CHK JWJ H ~ C C> «PM/DM» CW/PV m z = -I 3' MINIMUM FROM TRAVEL LANE. J o- H z m z = ~ MINIMUM LEGIBILITY H -I D PLACE SIGN BEYOND SHOULDER O ~ ~ = H ~ D PANEL MINIMUM SIZE DISTANCE MINIMUM NUI 0 Y ~ C t1 = BRANCH MANAGER = p D n m SEE STANDARD W <(Z _ = p D n m TYPE {W x H INCHES) (MILES) OF ELEVEN' MINIMUM NUMBER LIJ Q z ~ ~ CHIEF ENG/ARCH OF ELEMENTS FLASHING ARROW PANEL MODES TI Z D POINT IF IT CANNOT BE INSTALLED ~ Ly ~ O CD ~ Z D V = N ~ O PLUMB. IF SIGN IS PLACED WITHIN SPECIFICATIONS Q ~ H ~ = U3 Q O A 48 X 24 1/2 12 - Q V ~ O H FIRE PROTECTION Z H ~ r ~ A LANE CLOSURE OR ON THE FOR APPROVED SIGN ~ y ~ ~ W Z H ~ r ~ Sit O W J O H B 60 X 30 3/4 13 _ ~ Z TRAVELWAY THE CLEARANCE SUBSTRATE MATERIAL ~ O H Q n = ~ Z 13 FLASHING ARROW FLASHING ARROW ~~p~q ~ Z ~ z B ' ~ D APPLIES FROM THE OPEN LANE Z . H ~ ~ ~ D C 96 X 48 1 15 -Ai } D -Ai RIGHT LANE CLOSURE LEFT LANE CLOSURE °z H°C o g ~ o H V tU ~ H H V tnO O W° NO O gyp= ~ ~ ~ o a " ~ ° ~ z z n ° z ~ • • r- ° ~ w ~ MOUNTING HEIGHT DIMENSIONS ~ ~ • • • ~ • • • • • ~ zaw o ~ ~ ~ ~~w Z ~ Z \ J 7 • w f~ • Q w ~ ROADWAY TO SIGN 1' MINIMUM. W ~Z" w W ~ O FOR INTERSTATE OR OTHER HIGH Z H C Z ~ VOLUME ROADWAYS USE 5' MIN y Q FLASHING DOUBLE ARROW FLASHING f p m J X C -I~Z ~ZaC ~Iz H ~o o ~ Q TYPICAL FLASHING ARROW PANE ROW PANEL CENTER LANE CLOSURE CAUTION MODE o ~ J Z W W z ~ ~ W r ~ o ~ H ~ J ~ H ~ ~ ~ ~ ~ ~W Q ~ ° ~ ~ N PAVED y U y to = W = TRAVEL LANE SHOULDER H = = RECESSED • • z ~ ~z ~ ~ ~ m r W J YELLOW ELEMENT • H~~ ~ZQ to • ~ • • • Q oQ. Q ~ o ~ SHOULDER POINT ~ ~ z . = D ~ W ~ D ~ -I Z IF SUPPLEMENTAL PANEL IS REQUIRED ° N E' Z • • 0 3 W z • • • • • • ~ ~ ~ J o ° 0 ~ Q ~ ~ ~ D USE A 5 MINIMUM HEIGHT TO MAIN SIGN ° J ~ A WITH A 3` MINIMUM HEIGHT TO PANEL ~ ~ ~ ~ r~ 0 Q dS 0 NON-REFLECTIVE L ° O FLAT BLACK ~ ~N z F C o¢ w ~ z z O v v Q3= ~v ~ O ~ H o ~ Q~ m ~ c DZD cnWH ~D z ~ n z N Q M ~ r ITI N J Lu H o Z m = ~ Z nyo H Zo r GENERAL NOTES 'a o m GENERAL NOTES H ~ > w w J ~ J Q ~ m ~ ~1 F Z r ~i 1-DO NOT USE STRAIGHT LINE CAUTION DISPLAYS.. Dyo z~H yo 4UTION DISPLAYS. J Z ~ Q Q m 'AVi ~ Z ~ 1-DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO APPROACHING TRAFFIC EVEN WHEN SIGNS ARE W O Z ~ 2-TYPE "A" ARROW PANELS ARE FOR USE ON LOW ; Z LL w J =0R USE ON LOW SPEED URBAN STREETS (35 MPH OR LESS}. TYPE "B" ARROW PANELS ARE TO BE ~ Z y MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS, d. = USED ON 35-50 MPH, AND FOR MAINTENANCE OR MAINTENANCE OR MOBILE OPERATIONS ON HIGH SPEED ROADWAYS. TYPE "C" ARROW PANELS ARE TO BE ~ ~ ~ AND GREATER), OR HIGH VOLUME ROADWAYS. ~ Q - CL O ~ C7 2-ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR WORK ZONE CATEGORY II DEVICES. USE O USED ON HIGH SPEED (55 MPH AND GREATER), t a O Z m PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR ONE ANOTHER. ~ 3-U5E A MINIMUM MOUNTING HEIGHT OF 7 FEET FI EXCEPT 4N VEHICLE-MOUNTED PANELS WHICH SHt 3HT OF 7 FEET FROM GROUND LEVEL TO THE BOTTOM OF THE PANEL FOR TRAILER-MOUNTED ARROW PANELS, w J o U PANELS WHICH SHOULD BE AS HIGH AS PRACTICAL. g Q a w of 3-ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON NORTH CAROLINA`S APPROVED PRODUCTS LIST OR ACCEPTED AS TRAFFIC ~ QUALIFIED BY THE WORK ZONE TRAFFIC CONTROL UNIT. 4-USE ARROW PANEL ELEMENTS CAPABLE OF A MIN: ~ > ~ Z O VOLTAGE DURING THE DAY, AND USE THE DIMMEI 4PABLE OF A MINIMUM 50 PERCENT DIMMING FROM THEIR FULL RATED LAMP VOLTAGE. USE FULL LAMP Q USE THE DIMMED MODE AT NIGHT. ~ z o Q c HEET 1 OF 1 SHEET 1 OF 1 HEET 1 OF 1 5-DO NOT USE ARROW PANELS IN FLASHING ARROW ~ z ~ FLASHING ARROW MODE ON A TWO-LANE, TWO-WAY ROADWAY DURING A ONE LANE OPERATION, NOR ON S./HEET 1 OF 1 scALE: N.T.S. O [EYING ALL TRAFFIC LANES LATERALLY. 1 ~ ~ J ¦ ~ ~ EPROJECT No.: 796542 1110 ¦ 02 1110 ¦ 02 1115 ¦ O1 MULTILANE ROADWAYS WHEN SHIFTING ALL TRAFI 0 U CONSTR. CONTR. N0. ~ ~ Q ~ DOT ROADWAY STANDARD N40085-10-D-5313 o N ~ ~ ~ ~ ~ ~ NAVFAC DRAWING N0. ~ ~ O ~ ~ ~0~0 SWING 1115.01 12598751 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A ^ SHEET 8 7 OF 305 ~Q~~ N.T.S. TYPICAL L•~ C0505 ~ol~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z o Q~ TOP ~O O~ z o~ 18" MIN. TO 24" MAX. ~Q 2$ INCH CONE CONE 36 INCH CONE Q Q ~ i..i z DIAMETER ~ ~ H Z ~ O NOT TO EXCEED Z 2 ~ ~ O (MINIMUM SIZE GONE FOR ALL CLASSES )R ALL CLASSES OF {REQUIRED FOR FREEWAYS AND EXPRESSWAYS) Z ~ = C7 r ~ ~ BASE DIAMETER H ~ t3 U r H ~ ~ O ROADS EXCEPT FREEWAYS AND EXPRESSWR 'r AND EXPRESSWAYS} H , LLJ~HZ rn Z = ~ ORANGE OR FLUORESCENT J ~ Fa Z ITI z = H -I p RED-ORANGE ULTRA VIOLET O ~ = H A 000= = 0 D n m STABILIZED IMPACT REPILSA~ANC W a(z W= = 0 p n m 'nzD l-U~00 ~1ZA WQQw= D =U~~O d f- H ~ =fJ3~0 3" TO 4" QC.~~OH N Zi..~~r~ fAH OW ZH~rTI 3"T04" CJ~~WOJ Z p O CA D~ D~ H y a H H y o s" ~ ~ ~O G Wp p0 ~ s a o WHITE RETROREFLECTIVE O W ~ z n o z ~ 6" TO 8" STRIPES SHEETING OR COLLARS REQUIRED 2" MIN. r" ~ w TYPICAL 2" MIN. FOR NIGHT USE ~ ° CIRCUMFERENTIAL ALTERNATE WHITE fl ORANGE 4" ~ N RETROREFLECTIVE STRIPES, TIRE BALLAST 3 ORANGE & 2 WHTTE MINIMUM 4 COVERING ENTIRE OUTSIDE 36" MINIMUM EXTERNAL DIAMETER 36.5"(MAX) TO 35"(MIN) rn ~ z 28° 3&" ORANGE, OR FLUORESCENT RED-ORANGE MINIMUM ~ z 213/ O O MINIMUM O 4 ULTRA VIOLET STABILIZED IMPACT RESISTANT PLASTIC LL - r ~ 2° MAX. TYPICAL H BETWEEN STRIPES Z N = H = Z H ~ ~ ~ ~ C~ ~ Q ~ ~ o ~ Z nz 0 ~A ~ ~ 3 TYP O~ O p v ~ D Z~ o Lv oc z C o OC 111 v ° z D to ~ ALL RUBBER COLLARS MUST BE BLACK IN COLOR Q O Q N C A Ro ~ AND FREE OF ANY COLORED PAINT p !n Cf3 ,•FESS/0°• 9 21" MIN. TO 24" MAX. BALLAST COLLAR SHOULD HAVE GOOD CONTACT WITH THE BARREL FLANGE AND BALLAST OUTER = ~"i z DIAMETER EDGE MUST LAY FLAT WITH ROAD SURFACE !n z Cf3 ° Q~~ ~ • ` SEAL 9 H J O J - 18 187 - ~ Z O O ~ W ~ 141/2" MINIMUM BASE SIZE GENERAL NOTES EXCLUDING BALLAST RSE SIZE 1412" MINIMUM BASE SIZE W ~ /~j ` N LLAST EXCLUDING BALLAST ~ Ji i VAN\\~~`~\ 1-BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING SEAL METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER. GENERAL NOTES 2-IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON-RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING A NON-RETROREFLEGTIVE COLOR AND NOT OVER 2" IN HEIGHT. 1-ACHIEVE BALLASTING BY US, OR BASES THAT GAN BE FILI 4LLASTING BY USING SPECIAL WEIGHTED BASES SUCH AS SAND BAG RINGS, DOUBLING CONES, THAT GAN BE FILLED WITH BALLAST. SEVENTY PERCENT OF THE WEIGHT OF THE CONE MUST HEFT 1 DF 1 SHEET 1 OF 1 HEET 1 OF 1 BE IN THE BASE. USE BALI BASE. USE BALLASTS THAT DO NOT PRESENT A HAZARD WHEN STRUCK. SHEET 1 OF 1 ~~0~ 1130.01 1130.01 1135.01 1135.01 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SWING 1135.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL °m o m T P L W PADDLE o~ S 0 /S 0 ADDLE FLASHLIGHT ~ ~ SATISFACTORY TO DATE 06.13.2011 FOR NIGHT OPERATONS IN ~ c ~ TYPE III BARRICADE TYPE III BARRICADE < ~ H~ z Q¢~ ~ H~ z n BORDER AREA ADDITION TO A PADDLE ~ ~ DES KJV DRW DEW CHK JWJ ~ ~ O O END-OF-ROADWAY APPLICATIONS Z = O ~ O O O ~ ~2 ~ H ~ ~ O 8` Maximum See Note 3 H O O ~ H ~ ~ ~ - BORDER H ~ ~ C> «PM/DM» CW/PV O -1 ~ g~~ 6~r LL J H Z O ~ 6r~ ~ ~ 6.. ~HZ-IZ 45° 45° 00~"z H't~s / ~ ~ D to D i O 1 R ~ 0 iZ = BRANCH MANAGER OO~n-I Wally f707on-I i ii' =~ZD,rn f-U¢O~ =~lzyrn 18" 6"C ~ 18•• 6"B Cl) S ~ W Q Z ~ = CHIEF ENG/ARCH „ =~00 Q ~ H =~00 . I Q V~ 0 H FIRE PROTECTION a,..,~~rn I-= zw z,..,~~rn . ~oH p~,y~~ ~oH 6.. 6,~ F- ~ z o~ Q a n p=~z po~Q ~=7°z ~ , I~ ~o©~¢ Q Z z z r........ ~ o J z ~ga O 3 61~, ` t0 Z~H O ~ Q gyp= ~ y ALTERNATE ORANGE & WHITE STRIPES ALTERNATE ORANGE 8 WHITE STRIPES ~p I- F„~ y ~0 ~ O WO ~ 1'8 O W d ~ ~ U ~ O 18" 18° z n p Z O _ z = ~ 0 z ~ o Z r.. ~ O RED TRANSLUSCENT BATTERY OPERATED w z BEAM WAND FLASHLIGHT V w ~ w Q ~ ~ (STABILIZER BAR REQUIRED) (STABILIZER BAR REQUIRED) STOP: SLOW: {SEE NOTE 7) {SEE NOTE 7} LEGEND-WHITE REFLECTORIZED LEGEND-BLACK NON-REFLEC z w O c~ L.L Z v BORDER-WHITE REFLECTORIZED BORDER AREA-BLACK NON-R SLACK NON-REFLECTORIZED w ~ J 4REA-BLACK NON-REFLECTORIZED z BACKGROUND-RED REFLEGTORIZED BACKGROUND-ORANGE REFLE JND-ORANGE REFLECTORIZED w Z ~ Z NOTE: FOR OPERATIONS THAT ARE RESTRICTED TO DAYLIGHT HOUR 0 DAYLIGHT HOURS ONLY, J t I W W ~ GENERAL NOTES USE NON-REFLECTORIZED LEGENDS, BORDERS AND BACKGROU~ rn ~ rn RS AND BACKGROUNDS. Q Q n W w m J z O z n 1-HORIZONTAL RAILS FOR TYPE-III BARRICADES MAY BE HOLLQW/CORRUGATED EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, W ni r OR OTHER NCDOT APPROVED RAILS. PLASTIC TYPE RAILS MUST BE FLAME TREATED BY THE MANUFACTURER SO THAT REFLECTIVE SHEETING r O > Q ~ ~ W Q~C~ a 0 N MAY ADHERE PROPERLY. Z N Z W z c z U ~ ~ c = 2-BARRICADE SHALL BE LIMITED TO A MAXIMUM LENGTH OF 8 FT UNLESS NCHRP 350 CRASH TESTED AND NCDOT APPROVED. ~ _ GENERAL NOTES Q ~ ~ ~ Q ~ ~ ~N to o 3-ONLY NGDOT APPROVED COMPOSITE AND ROLL-UP SIGNS MAY BE MOUNTED ON THE BARRICADE RAILS. MOUNT SIGNS TO BARRICADED RAILS ~ ~ A W ~ ~ ~ ~ -I ~ Z USING MINIMUM SIZES BOLT TO ENSURE SIGN WILL NOT BEGONE DETACHED UNDER NORMAL WIND AND TRAFFIC CONDITIONS. Q 0 H r Z 1-USE HAND SIGNALING DEVICES SUCH AS STOP-SLI ~ ~ ~ 0 ~ ~ v PRIMARY DEVICE; SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. USE STOP-SLOW PADDLES AS THE D ~ W Z m N D 4-SIGNS MOUNTED ON BARRICADES SHOULD NOT COVER MORE THAN 50 PERCENT OF THE TOP TWO RAILS OR 33 PERCENT OF THE TOTAL AREA ~ ~ H ~ D ~ ~ ~ J O ~ ~ ~ OF THE THREE RAILS. Q N ~ ~ ~ 2-FABRICATE STOP-SLOW PADDLES FROM SHEET MET` ~ H ~ 0 O ~ ~ m 0 LENGTH SO THE PADDLE IS HELD AT 7 FEET ABO FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL. PROVIDE A RIGID HANDLE OF SUFFICIENT W AT 7 FEET ABOVE GROUND LEVEL. ~ Z W ~ E..~ 5-USE TYPE VII, VIII OR IX RETROREFLECTIVE SHEETING ON BOTH SIDES OF THE BAFIRICADE RAILS. z ONCE TO EACH FLAGGER STATION {REFER TO STD. 1101.11 SHEET 2). Q M z O E..~ ~ p Q ~ F ~ p 3-PROVIDE STOPPING SIGHT DISTANCE TO EACH FLI 111 ~'1 6-BARRICADE MUST BE NCHRP 350 AND NCDOT APPROVED WITH STABILIZER BAR OR ADEQUATE LATERAL BRACING. I- Q y ~ W ~ ~"f~ D' (n m A 4-ILLUMINATE FLAGGER STATIONS WITH FLOOD LIGI ~ N 7-ASSEMBLY OF THE GENERIC BAFIRIGADES MUST BE SELF CERTIFIED BY THE ASSEMBLER. H WITH FLOOD LIGHTS DURING NIGHT OPERATIONS. Cf3 ~ z A , ~ Z ~ Z 5-FOLLOW FLAGGER QUALIFICATIONS AND METHODS 1 VS AND METHODS OF HAND-SIGNALING PROCEDURES IN ACCORDANCE WITH PART VI OF THE MANUAL ~ ~ W W ~ ~ ~y $-BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE LOCAL TRAFFIC MUST BE MAINTAINED, THEY H O ON UNIFORM TRAFFIC CONTROL DEVICES. o MAY BE PLACED IN A STAGGERED PATTERN. J JEVIGES. H ~ ; (n LLJ J ~ ~c ~ O ~ 6 POSITOIONRWI~THUTHESARMHEXTENDEDRHORIZONTALL' O 9-STRIPES ON WORK ZONE BARRICADE RAILS SHALL BE ALTERNATE ORANGE AND WHITE RETROREFLECTIVE STRIPES SLOPED DOWNWARD TOWARDS z O aGER SHALL FACE ROAD USERS AND AIM THE STOP PADDLE FACE TOWARD ROAD USERS IN A STATIONARY ~ Z W Q )ED HORIZONTALLY AWAY FROM THE BODY. THE FREE ARM SHALL BE HELD WITH THE PALM OF THE HAND z w ~ m ~ ~ THE SIDE WHICH TRAFFIC IS TO PASS OR TURN IN DETOURING. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD W ~ ABOVE SHOULDER LEVEL TOWARD APPROACHING TRH APPROACHING TRAFFIC. 1.1.1 = J ~ TOWARD THE CENTER OF THE BARRICADE OR BARRICADES. USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES. 7-TO DIRECT STOPPED ROAD USERS TO PROCEED, TI 3 TO PROCEED, THE FLAGGER SHALL FACE ROAD USERS WITH THE SLOW PADDLE FACE AIMED TOWARD ROAD w Q ~ Z ~ 10-SEE NCDOT APPROVED PRODUCTS LIST FOR MANUFACTURERS OF APPROVED BARRICADES. USERS IN A STATIONARY POSITION WITH THE AR! ION WITH THE ARM EXTENDED HORIZONTALLY AWAY FROM THE BODY. THE FLAGGER SHALL MOTION WITH THE ~ a ~ O LL z U r R PROCEED. ~ ~ Z FREE HAND FOR ROAD USERS TO PROCEED. ~c 11-PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL LETTER NUMBER ON BARRICADE FRAME. 8-TO ALERT OR SLOW TRAFFIC THE FLAGGER SHALI wJ° LJ 1E FLAGGER SHALL FADE ROAD USERS WITH THE SLOW PADDLE FACE AIMED TOWARD ROAD USERS IN A ~ Q ~ z .ARM EXTENDED HORIZONTALLY AWAY FROM THE BODY. Q c 12-PLACE SANDBAGS ON FEET OF THE FRAME FOR BALLASTING. DO NOT PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAFI. DO STATIONARY POSITION WITH THE ARM EXTENDED 1 O NOT BALLAST BARRICADES BY HEAVY OBJECTS SUCH AS ROCKS, GNUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE IF THE o_Q~ Q w c BARRICADE IS STRUCK BY A VEHICLE. HEET 1 OF 1 SHEET 1 OF 1 HEET 1 OF 1 o ~ SHEET 1 OF 1 sCA~E: N.T.S. O 1145.01 1145.01 1150.01 c 1150.0 EPROJECT No.: 796542 CONSTR. CONTR. N0. DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ NAVFAC DRAWING N0. ~ ~ o SWING 1150.01 12598752 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A^ SHEET 88 OF 305 ~Q~~ N.T.S. TYPICAL L•~ C0506 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o o z ~ om p om 4~~ z 4" MIN. DIAMETER ~ ~ H ~ H ~ H ~ NOT TO EXCEED Q ~ ~ THRU-THE-DECK ANCHOR METHOD ~ Q ~ N0 ~ H Z BRIDGE DECKS Q ~ ~ ~ ~ H BA BASE DIAMETER ,Q ~ ~ yHO~ H~=U YHp~ r p't1 ~ METHOD TO BE USED ON OLD BRIDGE DECKS ADHESIVE BONDING SYSTEM ANCHOR METHOD ~ p H r p'n ~ G7 Hp~~fJ I.t_J~HZ m Z = DECK & BARRIER WASHERS ONLY AT TIMES NNEN SPECIFIED IN THE PLANS, BRIDGE DECKS AND PORTLAND CEMENT CONCRETE PAVEMENTS J ~ ~ m Z = ~ H ~ p OR YA1EN DIRECTED BY THE ENGINEER. p O ~ = H ~ A 000= pp~nm Wdz~- ~ pp~nm =~ZD a"sLOr f-U`~O~ =~1ZA ~Z V = !n ~ O ANCHORED PORTABLE a SLOT ANCHORED PORTABLE Q ~ i..i ~ _ vy O p CONCRETE BARRIER N QO~OH D = Z Z H ~ r ~'I DECK WASHER BARRIER WASHER HEAVY HEx Nur-~ CONCRETE BARRIER = Z LLB Z H ~ r 1'I ' ~ p THRU-THE-DECK METHOD ONLY ALL APPLICATIONS %a" DTA. ANpIOR BOLT ~ ~ ~ ~ J ~ p H W 6" MAX. STRIPES ~ ~ ~ O 'C ~ S L3„ BARRIER BASHER ~ t" x 2~2„ p p ~ ~ Z ~ ~G TYPICAL O CA ~ H • Y ~ r 7" DIA. S ~ 1" DTA. 'r ~SLOTTED~ADJUSTM ENRT HOLE BARRIER BASHER SLOTTEDIA0.IUBTMENT HALE Z ~ H ~ D H "J HOLE HOLE ~s ii , ~ THRU BARRIER ~ H- H H F- HO 2" Q_ O 0 y=~ + ~ ~ . o ~ ~a' DIA. ANCH011 BOLT . ~ BRIDGE DECK SLAB ~ W 0 ~ p i 1 z d 0 a W ~ Z 7 ~ ~ 7 ~ " ( ° . c " CONCRETE PAVEMENT 0 + 8 4g" 2 ~ ~ DOUBLE ENDED THREADED AOD ~ ' ~ 0 U w 0 S }~r~ DECK SURFACE ,~I ~ ~IS,~ a ~ ~°c' ~ ~ V ° ANCHOR EMBEDMENT DEPTx ~ ? i CIRGUNFERENTIAL ALTERNATE TIIICIC. ~ ~ ~ 1" MIN. DIA. HOLE _ ANCHOR HOLE ' ' c ~ a DRILlEO NORMAL Ate` RECOMMENDED DY MANUFACTURER ~ ~ - DRILLED NORMAL FLUORESCENT WHITE & ORANGE c INTO PAVEMENT N s i~° TxicK. y e ° h INTO PAVEMENT ~ ~ ' RETROREFLEGTIVE STRIPES, BRIDGE DECK SLAB DECK WASHER 2 ORANGE & 2 WHITE MINIMUM TYPICAL BALLAST ANCxoR IxsTALLED er COVERING ENTIRE OUTSIDE LOCK WASHER ADHESIVE BONDING SYSTEM HEAVY HEX NUT 20" MAX. BALLAST ~rn ~W rn 42" CIRCULAR 4R EQUAL IN ~ ~ z p N z ~ MINIMUM SIZE POLYGONAL SHAPE OL y, r ~ r 2" MAX. TYPICAL ~ ~ c~n z d tHn Z r= H m N = BETWEEN STRIPES Z n m ~ o to NON-REFLECTIVE l--1 = a Q~= ~a p n D ANCHOR BOLT METHOD GENERAL NOTES o F F D Q ~ Q Z ~ W Z Z ORANGE OR FLUORESCENT Z z ~ BITUMINOUS PAVEMENTS ~ ~ z 0 RED-ORANGE ULTRA VIOLET D 0 STABILIZED IMPACT RESISTANT ~ C> ~ -EACH 10 FT. SECTION OF BARRIER REDUIRES 2 ANCHOR ASSEMBLIES WHEN INSTALLED ON CONCRETE, Q V ~ ~ ~D PLASTIC (a AND 4 ANCHOR ASSEMBLIES WHEN INSTALLED ON ASPHALT. z Z 1 0 ~ m a" sLOr ANCHORED PORTABLE z H v Z Z \~~11 a liiliiii m 0 CONCRETE BARRIER -EXPANSION ANCHORS WILL NOT BE PERMITTED FOR USE ON BRIDGE DECKS. ~ n= 0 ~'J 7/g" DIA. ANCHOR BOLT ~ ~ O = RI -DO NOT DRILL HOLES INTO PRESTRESSED CONCRETE BRIDGE DECK PANELS. = C p • < O x z~° W v 3~ Q H BARRIER HASHER SLOTTED ADausTMENr HOLE -USE ASTM A325 HIGH STRENGTH GALVANIZED ANCHOR BOLTS. Z H ~ ~ ; ~°e°°FESSio°•°° 9'; BALLAST WILL BE A MINIMUM OF 20 POUNDS ~ ~ ~ = O ~ Z THRU BARRIER O ~ Q Z ~ - ` ~ SEAL 9~ ° H ~A G7 -DRILL ANCHOR HOLES IN CONCRETE WITH A PNEUMATIC DRILL. H m p /Y ~c a ASPHALT OR J 4 ~'I T ~ ~PAATIAL ASPHALT -FOR BARRIER SECTIONS THAT EXTEND ACROSS CONCRETE JOINTS, DO NOT ANCHOR ON BOTH SIDES OF THE JOINT, TI J - 18 187 O / OMIT THE ANCHOR CLOSEST TO THE JOINT. F O 7.5" MIN. N ~ MINIMUM EMBEOMENTS U Z 7.5" MIN. Z i `~NG - W ~ ~ 1'~6" FOR ASPHALT PAVEMENTS > 1`~6" ~ ~ z' o" FOR ASPHALT PAVEMENTS < 1'.s" aNCHatHOLE -TIGHTEN ANCHORS "SNUG TIGHT". TURN THREADED RODS AT LEAST 1 FULL OF THREADS EXTENDING ABOVE THE NUT. iA DAILLEDORDAIVEN DO NOT PROTRUDE THE TOP OF THE ANCHOR ABOVE THE SIDE OF THE BARRIER. a C INTO PAVEMENT VAN ''~~1~~1~~11 1 -COAT ANCHORS USED WITH THE ADHESIVE BONDING ANCHORING SYSTEM WITH A DEBONDING AGENT SO THE ANCHORS GENERAL N Q CAN BE EASILY REMOVED. DO NOT REDUCE THE STRENGTH OF THE ANCHOR SYSTEM WITH THE DEBONDING AGENT. NERA1. NOTES SEAL 1-BALLASTING SHALL BE ACHIEVED BY THE PREFORMED WEIGH -ONCE REMOVED, COMPLETELY FILL ANCHOR HOLES WITH AN APPROVED, NON-SHRINK, NON-METALLIC GROUT, OR AS DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE BALLA PREFORMED WEIGHTED BASE OR FACTORY SAND FILLED BALLASTING METHODS. NOTE: DIRECTED BY THE ENGINEER. IRUM. USE BALLAST AS SPECIFIED BY THE MANUFACTURER. THESE EMBEDMENT DEPTHS AAE TYPICAL FOR MOST 2-IF NECESSARY PLACE THE NAME OF THE AGENCY APPLICATIONS. HONEVER, 6UE TO VARYING ASPHALT , , CONTRAC CONDITIONS, THEY MAV NDT BE AoEDUATE FOR Au cases. IF THE NAME DOES NOT FIT ON A NON-RETROREFLECTIVE S AGENCY, CONTRACTOR, OR SUPPLIER ON NON-RETROREFLECTIVE DRUM SURFAGES. SHEET 4 OF 4 SHEET 4 OF 4 HEET 1 OF 1 NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT TROREFLECTIVE SURFACE. SHOW THE LETTERS AND NUMBERS USING A 'ER 2" IN HEIGHT. SHEET 1 OF 1 ~~0~ 1170.01 1170.01 1180.01 11sa.a1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . SWING 1180.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES KJV DRW DEW CHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ c~ z~° z z= w z ~ O wQ~ ~ z w o ~w~ z ~ Z \ J W Q L.LJ ~Z° w W ~ \H/ ~ z ~ J a~ ~ W Quo Q 0 ° U w U ~ OQ ~ O a U~ ; ~ 0 O z z J ~ w ~ w O O z ~ m LO a~ z I~ 0 w W ~ 0 L v~ w J ~ Q w c„ 0 c Z~ Q m 0 = J_ O ~c~~ ~ Z O U Qo °a ~ O A Z w J o ~ ~ Z U V ~ Q Q w O c~ ~ ~ z O o_ aQ~ a w c o ~ O scA~E: N.T.S. 0 U EPROJECT No.: 796542 ~ ~ CONSTR. CONTR. NO. ~ , Q ~ ~~ON~ N40085-10-D-5313 oN~h~ ~ ~ ~ ~ NAVFAC DRAWING NO. o ~ ~ ~ O ~ 12598753 ~ W ~ . SHEET gg of 305 (~Q~C~ C0507 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 GENERAL NOTES FOR PAVEMENT MARKINGS GENERAL NOT ~l O T C F O R ~l ~l ~ 1. PROVIDE THERMOPLASTIC OR POLYUREA PAVEMENT MARKINGS ON ASPHALT SURFACES. USE 1. PROVIDE SIGNS ON ONE U-CHANNEL POS NEB POST THAT IS 3~/~F, UNLESS OTHERWISE DIRECTED. D ONE PAVEMENT MARKING MATERIAL FOR ALL ASPHALT SURFACES. 2. FOR SIGN SYSTEMS WITH TOTAL SIGN ARE 2. PROVIDE POLYUREA PAVEMENT MARKINGS ON CONCRETE SURFACES AND BRIDGE DECKS. TO SUPPORT THE SYSTEM. SIGN AREA EXCEEDING 11.25 SQUARE FEET, PROVIDE 2 POSTS D 3. PAVEMENT MARKERS (REFLECTORS) ARE NOT DEPICTED ON THE PLANS. PROVIDE RAISED 3. PROVIDE SIGNS SO AS NOT TO OBSTRUCT )BSTRUCT SIGHT DISTANCE. FIELD ADJUST SIGN LOCATIONS AS 0 PAVEMENT MARKERS IN ACCORDANCE WITH THE DETAILS. DIRECTED BY THE CONTRACTING OFFICER. OFFICER. 4. REMOVE CONFLICTING PAVEMENT MARKINGS. 3. PROVIDE SIGNS WITH TYPE III RETROREFL 5. TIE PROPOSED PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKINGS. 4. PROVIDE SIGNS WITH COLORS IN CONFOR 6. ALL LANES OF TRAVEL ARE 12' WIDE UNLESS OTHERWISE NOTED. DEVICES, 2009 EDITION. TROREF~ETIVE SHEETING, UNLESS OTHERWISE SPECIFIED. o CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL N 7. ALL CROSSWALKS ARE 10' WIDE UNLESS OTHERWISE NOTED. 3. REMOVE AND RESET, OR FIELD ADJUST C 8. PROVIDE THE MINIMUM PAVEMENT MARKING WIDTH AS SHOWN IN THE DETAILS, WITH DJUST CONFLICTING SIGNING, AS DIRECTED BY THE CONTRACTING OFFICER. THE FOLLOWING CLARIFICATIONS: A) FOR STANDARD CROSSWALKS, USE 8" LINES TO DELINEATE THE PEDESTRIAN PATH; FOR HI-VISIBILITY CROSSWALKS, USE 24" BARS TO DELINEATE THE PEDESTRIAN PATH. CA 'B ~~oF SSR~C/~9'~ o Q~ ~9~ °o ° SEAL ° ° 026453 o ~~NG ION~~~a Fib J . CEP C C SEAL A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES NJD DRW NJD cHK JWJ «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B ~ Z z ~ W ~ U ~ 0 Q ~ v Cn O _ z = z z ~Uw ~ w z ~ O J wQ~ z w o Z~J Z C!) w > ~ wQ Z ZQ w CJ c ~ ~ ~ V W ~ z m J QQ~ ~ w c~ Q 0 z Q Z U ~ w v ~ Y O z U~ ~ ~ ~ Z W J ~ 0 w ~ w 0 z ~ w C'3 m > w W ~ Qw N J o ZH m q Z = J IV Q F- Z oQ~ o ~ z 0 ~A ~~z A J v ~ Z w J o 0 F- > ~ ~ Q a Z o_ aQ~ Q ~ w o ~ scA~E: NTS EPROJECT No.: 796542 CONSTR. CONTR. N0. z o, N40085-10-D-5313 NAVFAC DRAWING N0. 12598754 SHEET 90 OF 305 CM001 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a ~ ~ ~ 1 1 Z ? w 1~ ~ Q 0 ~ t ~ ~ D ¦ ~ s'" Z 0 ,iii a U N O £J °`..e ~ ~ - L yy N La ~1 c~ ~ - 1 J } 1.-~ r' BIRCH STRE - . ``~a~ouio~~aiii ~A ` ~~oF SSR~C /~9'~ o Q~ ~9~ °o ° SEAL ° ° 026453 o ~~NG ION~~~a Fib J . CEP C V SEAL '~.f rat i ~t A=COM 1~ AECOM TECHNICAL SERVICES. INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 67 ~ ~ ~ O A/E INFO APPROVED 6 i~ ~ _ ~ FOR COMMANDER NAVFAC r ~ ~ ACTIVITY 100 FINAL DESIGN i~ N -___q_____ r PACKAGE SUBMITTAL r~ SATISFACTORY TO DATE 06.13.2011 r~ i s^" VD ~ DES NJD DRW NJD cHK JWJ «PM/DM» CW/PV 1\"-` BRANCH MANAGER z r \ CHIEF ENG/ARCH FIRE PROTECTION i f ¦ ¦ ~Ha a B Q Z z z_ ~ ~ J ~g~ O 0 ~ ~ i z= W z~° z ~ ~ ~ wz Z ~"w ~ o wQ~ z w o Z \ J V1 " " ~ Z ~ w /Q Z O Q w r-,,- ~Zc' w W Y Q a w ~ ~ ~zm J cc~ J ~ ~ w L z~z U ~ WQ ~ } ~ ~ ~ ~ ~ ~ J -__4 ~ ~ ~ W ~ ~ ~ LJJ Q w Z J ~ ~ v s ~ w ~ o cn N o w O zz QQ z 0 , m ~ ~ c~ ~ ~ o , ~ p~ , 4'~ z N ? ~ r, \ ~ ~ ~ ~ o ' w W z c? ~ L,J J Q w v, cn ~ w n X t Z~ a t m k k c w J ~ N k O \ ( ~ ~ ~ a t ,~v~ ~ Z ,i Q o ! ~ Z r~ °a- ~ o A ~ { } ~ - r z J o U V w OI ( ~ Q c \ I ~ ; ~ Z ~ l~ t ~ QQ= ~ a w ozo ~ o ~ SCALE: AS NOTE D ~ ~ o ~ ~ EPROJECT No.: 796542 r 4 ~ CONSTR. CONTR. N0. ~o~~ 99 N40085-10-D-5313 N ~ SCAEE, 1 =400 , ~ ~ o 4~~' 2~~' 4l 7 4Q~' NAVFAC DRAWING N0. 1 ~ 1 ~"=400' I 1 2598755 SHEET 91 OF 305 rr^^ r~r^ vl Q ~ V GRAPHIC SCALES CM002 J O I O 4 5 DRAWFORM REVISION: 10 MARCH 2009 -1 Fl - C Ilk I J � J 1 2 3 4 C a a a a 0 M O 0 N U H D w ~ w ~ _ ~ c~ Z U ~ ~ x2g 9a w a (n ~ ~ o ~ \ o N \ \ O N $ O +799 O PROVIDE 3 SETS OF M XM ~i MM TANK T TANK TRAIL UNDERPASS I APPROACH SIGNING ~ ~ ~ SEE D ~ WHITE v SEE DETAIL C3, SHEET CM501 I I ~ Z MINI-SKIPS YELLOW n Z ~ DIAGONALS +29.98 0 PC STA. 16+29.98 T ~ m ~ ~ (TYP.) + W \\\\11111111 MJ N =',~°~C ssRO`''~'' r ~ ~ ~ o ° -G- GONZALEZ BLVD. w oQ~° "9~.0 J SEAL ° Z + Q _ 026453 N .F C ~ - m - - +24.95 C~ SEAS - - DOUBLE YELLOW DOUBLE YELLOW L ' CENTER LINE WHITE CENTER LINE ~ w _ PT STA. 15+24.95 Z_ Q WHITE SKIPS EDGE LINE J ~ ~ I = /~C~M ~ ~j + U / 701 CORPORATE CENTER DRIVE, SUITE 475 ~ ~ PR ~ D AP 0 SE O a, PROVIDE 3 SETS OF / ,4.9J~ ~ AECOM TECHNICAL SERVICES, INC. (919) 854-6200 www.aecom.com TANK TRAIL UNDERPASS RALEIGH, NC 27607 APPROACH SIGNING SEE DETAIL C3, SHEET CM501 / ~ A,E ~NFo ~ nPPRavE~ C 24 ~ C x O + O 2 O c°'n / 49 S FOR COMMANDER NwFAC ,QO A~Tw~n ~ oo~ ~iNA~ ~Esi~N m tS'~. PACKAGE SUBMITTA3 m 7 Aj~ snTisFncTORY To onrE 06.13.201 1 i I I ~g~O oES NJD ~Rw CLB cHK JWJ «PM~oM» CW~PV m BRANCH MANAGER CHIEF ENG~ARCH I ~ FiRE PROrECrioN B ~ ~ Z ~ z 0 ~ ~ ~gQ ° ~ I z OZ z z~~ \ wUw ~ _ Q z 1 zQw o ~ ~~w z ~ ~ ~ wQ~ w ~ ~ z ~ \ - ~z ~ w J t W ~ z \ ~ w ~ ~ Y w ~ ~ m ~ ~ \ QQ~ ~ w Q C \ Q o ~ ~ \ z~`~ Q ~ ~ ~ C o ~ " °C z ~ ~ w \ ~ z J > .C Q w ~ ~ z ~ 0 ~x~4j Z ~ ~ ~ w N Q .~P• W GG' ~ w N J z Q z~ Q - J z ~v~ ~ Z ~ 2A °a ~ O ~ A ~ ~ U r R wJO LJ 0 ~QQ w H \ U z L-' Q ~ Q ~ Q OO~ oz° ~ ~x scA~E: AS NOTED GONZALEZ BLVD EXTENSION ~ EPRO~ECT No.: 796542 _ ~ scn~E. r =sa S~P• coNSTR. coNrR. No. ~o,~ 0~ N40085-10-D-5313 Q 50' 25' 0 50' 100' NAVFAC oRAwiNC No. 1"=50' 12598757 SHEET 93 of 305 GRAPHIC SCALES CM 102 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2OO9 -1 Fl - C Ilk N oNo� p Ln Q0 � 4 5 a a a a 0 / / / / / ~ A D / ors / ~ ~ / ~ s Z ~ ~ ~X8 ~s9 o e- ~ ~ ~ ~M x ~ i / N OE X OE ~ / , ~ s / s~ i ~ '9 N ~ ~ i ~ ~ i~ SAX i i ~ / ~ ~ ~ i i ~ i i i i i i i ~ i , ; w i i ~ w i i ~ ~ ii ~ ~ ~ i i ~ N i i x 3p k ~ 24 ~ I i i .1 ~ R2 ~ V I I , , CA 'B I ~ ~ ~ i i pEED ~ r cv ~ ~ S WHITE , ~~oF SSR~C/~9~~: c~ ~ MZT Y ~ m i i L1 N MINI-SKIPS o Q~ ~9~ °o Z i i ~ i i ~ ° SEAL ° RI WHITE 0 r , p, k i LANE LINE - , ° 026453 ~ ~ ~ ~ o - - , 0 ~ ~ ~ - o ~~NG ION~~~a Fib J. oEP C ~ „ k ~ - Z , N k ~ ~ ~ .~2~ ~ i k , SEAL r ~ ~ - ~ ~ ~ WHITE m ~ - - - EDGE LINE i N DOUBLE YELLOW ~ i - - ,cN - YELLOW r ~ i CENTER LINE ~ ~ a ~ - - DIAGONAL N / r i LINES TYP or - ( ) A=COM ~ - - ~ AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 ~ ~ , , RALEIGH, NC 27607 (919) 854-6200 www.aecom.com N ~ ~ ' DOUBLE YELLOW ~ (n ~ CENTER LINE (TYP.) ~ / ~ A/E WFO ~ ~ ~ cr ~ , APPROVED ~ V0. ~ - Bl, - -I EZ - _ ZpJ. - ON k - G - - ~ FOR COMMANDER NAVFAC STOP BAR z - 1 HI-VISIBILITY CROSSWALK ACTIVITY 100 ENAE ~ESG~ PACKAGE SUBMITTAE + + snrisFncroRY To onrE 06.13.201 1 p ~ WHITE oES NJD ~Rw CLB cHK JWJ EDGE LINE p WHITE «PM~oM» CW~PV O LANE LINE BRANCH MANAGER CHIEF ENG~ARCH ~ WHITE FIRE PROTECTION m MINI-SKIPS m J z ~z a B Q Z o ~ ~ J U7 YELLOW ~g¢ o o = DIAGONAL ~ c~ z ~ o R1 LINES (TYP.) z OZ z m ~Uw ~ Q z wQ J z o ~~w z ~ ~ z~J wQ~ z w ~ Q wz~ ~ W z ~ t LLJ H 0 ~ w ~ ~ ~ w ~ ~ m ~ ~ w QQ~ ~ W Q z~° a Q ~ U z ~ O~ Q z U¢ w z W w J ~ c Q U w ~ ~ z ~ 0 ~ m o z w N Q v~ J c~ Q W Q z H k =J m Z X k ~U~ ~ Z 0 0 °a ~ o ~ A - ~ ~ U r R wJO LJ O cl ~QQ w H \ U z L-' O - ~ Q Q ~ Q w 0 0 ~ 0 0 scA~E: AS NOTED 0 U EPRO~ECr No.: 796542 ~ ~ SCALES 1"=50' coNSrR. coNrR. No. ~,Q~ N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. oN~~ ~~~?o 1"=50' 12598759 o ~ ~ ~~~o W W . sHEEr 95 of 305 ~Q~c~ GRAPHIC SCALES CM 104 ~OI~O 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 N D D ~ Z o ~ a ~ ~ U N N V o n ~ N ti o~~ W 6xi ti ~~P. i '~T^/'~ ~ V O~ ~ } W Q~ cflM W ~ PROVIDE 2 SET ~ TANK TRAIL UN ~ APPROACH SIG ~ SEE DETAIL C3, DE 2 SETS OF O - - - TRAIL UNDERPASS O EACH SIGNING p - ETAIL C3, O SHEET CM501 i ~ CM501 - + i -TT2- ~ ; ,.off-~~, CAR~~ ~'8,~~ CV ~ oF~ss°1o ; ~r a o O / _ SEAL _ N p O; ~ ~ ~ _ - ~ _ 026453 ~ O ~ _ ~ ~ N ~F,~° J °°o~P~,,,,, C C a y \ \ \ ~ / ~ / SEAS p H • ' "`~w ~ ~ Q A=COM + t3' ~ / AECOM TECHNICAL SERVICES, INC. i / / ~ O W 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 O ~ (919) 854-6200 www.aeCAm.COm \ J A,E ~NFo 2 APPROVED U Q oR COMMANDER NAVFAC ACTIVITY 100 ENAE ~ESG~ ~ ~ ~ PROVIDE 2 SETS OF ~ TANK TRAIL UNDERPASS ?SS PACKAGE SUBMITTAE ~ APPROACH SIGNING snrisFnooRY To onrE 06.13.201 1 ~ ~ SEE DETAIL C3, SHEET CM501 T CM501 oES NJD cRW NJD cHK KJV «PM~oM» CW~PV BRANCH MANAGER ~ ~ CHIEF Eo~ARCH FIRE PROTECTION B J z °~z a B Q Z o o ~ J og¢ o o ~ ~ c~ z~° z z = z _ ~ . J wUz ~ zQw ~ ~ o ~~w z ~ ~ o~J a wQ~ z w ~ Q wz~ ~ W z J t W ~ . ~ ' ~ ~ ~ w ~ z m ~ ~ QQ~ ~ W Q ~ ~ ~ o ~ a 0 ^6. i w U z ~ O~ Q z DO .~P~ U¢ w ~ ~ ~ z J w w ~ Q ~,~Q,~p`L w ~ ~ z o ~ m o w z W Q ~`~G~ ~ F• ~n w J c~ QW Q z ~Q~~g~` ~ ~ ~ F GON ' ~~\\v SCALE 1" 2A GONZALEZ BLVD EXTENSION ~ z o U r R SCALE 1"=50' ~ ~ z ~ ~ ~ c°~JO LJ o Q Q w o G H \ U z L-' Q Q ~ Q w 0 0 ~ U ~P~ scA~E: 1 „ = 50' EPRO~or No.: 796542 coNOR. coNrR. No. ~o, N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. 1"=50' 12598760 sHEO 96 of 305 GRAPHIC SCALES CM 105 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 ~ 'so D v 0 ry a U (n w O ~N N ~N ~ ~h a 9 O - `L O ~.~P. ~N Q~ r ~ ``I111111111 N , CA 'B ~~oF SSR~C/~9~~: o Q~ ~9~ °o ° SEAL ° ° 026453 r o ~~NG ION~~~a Fib J. oEP C C ~2 \ ' ''''''~111I1111111\` Y , SEAL ~ ~ M M ~2 ~ T ~O X A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 ,c O~ p1 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com i ~ A/E WFO ~ ~~P. I ~ APPROVED PROVIDE 2 SETS OF ~ QG I..L TANK TRAIL UNDERPASS oR COMMANDER NAVFAC APPROACH SIGNING ~ ACTIVITY 100 ENAE ~ESG~ SEE DETAIL C3, ~ ~hp0 ~J,J PACKAGE SUBMITTAE SHEET CM501 x i - ~O o W snrisFnooRY To onrE 06.13.201 1 ~ ~ Y x~y Q oES NJD cRW NJD cHK KJV «PM~oM» CW~PV H W BRANCH MANAGER y a W CHIEF ENC~ARCH ~ N FIRE PROTECTION O °Hz z B k o ~z~ J B 0 ogQ o ~ Cn + z c 7 C Z M ~Uz ~ wQ~ ~ z w o i -TT2- i i Q z~ J Z ~ Q~ w w ~ Z Q n Wiz" ~ W z c~ ~ w Q ~ m J ~ J QQ~ ~ W ~ - z~o a Z w U ~ Y PROVIDE 2 SETS OF ~ Q a TANK TRAIL UNDERPASS APPROACH SIGNING ~ ~ ~ ~ z W ~ SEE DETAIL C3, SHEET CM501 Z J z Q w ~ ~ ~ ~ w 0 W ~ m J w W ° _ ~ J Q Q w c„ U ~ Q m ~ Z z Q ~ Z 2A ~ ~ ~ U r ~ (n w J ° V o Q Q w 0 0~~ H \ U z L-' GONZALEZ BLVD EXTENSION ~j Q Q ~ Q w 0 0 ~ sc~uE~ r~•so~ scA~E: 1 „ = 50' EPRO~or No.: 796542 coNOR. coNrR. No. e~~ z o, N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC oRAwiNC No. 1"=50' 12598761 sHEO 97 of 305 GRAPHIC SCALES CM 106 ~~r;~ 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 C a a a a 0 HALF-POLE SUPPORT ASSEMBLY HALF-POLE SUPPORT ASSEMBLY * SEE NOTE 1' HSE D * SEE NOTE C w CL a ~ O 1' 0 w a U O ~ ~ 25' 25' N -4" 2 a~ W1-8 4~ 36 x48" 4~ 2 2 W1-8 ~~6"x48" CA 'B ~~oF S Coy /~9 ~ v o Q~ ~9~'. e DETAIL OF TANK TRAIL ~C CCCCCC\~/~~ _ 026453 UNDERPASS APPROACH SIGNING q Fib J . CEP C C SCALE: N.T.S. CM-102 CJ NOT Pole Cut T half f of tel B NOTE: Provide 1-40' Class 2 Telephone SEAL Pole per approach singing installation. Cut Telephone Pole in half and use each half for 1 support assembly. Cap exposed end of telephone pole. ~COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES NJD DRW NJD cHK KJV «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ ~ ~ Z z~° z zaw o ~ a c~~w z (n W Z > J Q w ~ Z Q W H ~ ° ~ W J t I w ~ Z v w ~ ~ w X 0 m ~ Y QQ~ ~ W Q U z~° a 0 w U O z ~ a ~ Ua z ~ ~ w Z J ~ w 0 w ~ Q z ~ ~ c~ o w W Q J Z w Q C~ ~ m ~ Z = J_ - ~V~ ~ Z z 0 ~A oQ ~ ~ c~ A Qo ~~z ~ ~ w J o ~ Q Q w 0 ~ ° z o_ aQ~ a w o ~ scA~E: NTS EPROJECT No.: 796542 CONSTR. CONTR. N0. o, s N40085-10-D-5313 NAVFAC DRAWING N0. 12598762 SHEET 98 OF 305 CM501 1 2 3 4 C DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. a 0 v z v om O om z o~ H~ L~ H~ ~ ~ fir[ "'4 ~ ~ SNOULOEfl WIDTH F-1 ~H Z Q,L~jy' ~H Z SEE~IEt TOP H~=~ DrUiO~ ,Z.,1~=U AHOap r0'tt~t~ ~ JOH rQ~1~(!S SEE NOTE T z" TvP J d H Z F wiz-1=D OOcai)=z imiz-I=A = SEE NOTE 5 2" TYP ~ Q~ _ 1" TYP ~ ~ OO~nm w~zw 5?O~nm =mzA I-U"`ZO~ =mZD Z ~ D =cnoo Q ~ H =u,oo SEE NOTE 7 Q ~ F--1 zH~rm 93 ~H ow ZH~r'~ SEE NOTE 7 ~ ~ Q W 1" TYP n~~H ~©HQ C~~~H o o p H~ ~~A ~ p~ 93 93 - Z D~ V - ~ H y H O OO X G WD N~ X BACK ELEVATION SZDE BACK ELEVATION BACK ELEVATION Q d Q d ~ LIJ ~ z C1 93 r, D z ~ FOAMING AND GROSS-BRACING DETAILS ~ Q N TYPE "F" SIGNS w 0 0 N w ~ Z~R = TOP TdP N M V SHOULDER WIDTH w Xw. (2'-0" YIN.}- ENBEpENT ITI H DETAIL Z y m 2" 7YP SZDE SIDE p o ~ TYPE "D" SIGN ~ Z ~1 Z ~ W ~ m HORIZONTAL AND VERTICAL CLEARANCES Mn ~ ~ ~ 2" TYP ~ ~ ~ r X = (60 FT. PER IN.) (HEIGHT OF LOWER CASE LETTER IN INCHES) F Z p H Z 171 r Z N IF SIGN HAS NO LOWER CASE LETTERS, USE HEIGHT OF Z = ~ M = UPPER CASE OR CAPITAL LETTERS IN MAUOR LINE OF COPY. H 0 ~ ~ Z ~ ~ ~ H c/ ~ cv3= 5D V/ Q ~ `y ` ~ TYPE °D" SSGN MALEIGH 1~~ TYP TYPE „F„ SIGN ¦ v ii ~ -I oC . ~ -1 'y ~ » X X o o n m c A ® EAST EaGT EAST TYPE "D° & "E" SIGN BACK-TO-BACK ~ ~ 0 ~ vZ v Z ~ 1 Z Z TYPE "F" SIGN G4 TO JD 6~ TOPE "F" SIGN CROSS BRACING MOUNT 1" TYP Q J , ~ o ~ v y -1 ~ZZyZ c v o GC ~D FRAMING AND CROSSBRACE DETAILS FRAMING AND CROSSBRACE DETAILS ~ Z - -OF - - - ~ - - LINE OF SIGHT - - Z Z Z v v ~ 93° 93o z ~ 171 v ~ - FOR CQMBINATION TYPE "D" & "E" SIGNS FOR COMBINATION TYPE "D" 8 "F" SIGNS ~ ~ ,,,w ~ o~~~Al~uio~Iyll~, ~ ~ LINE OF SIGHT H r ~ D k - - - SI fn ~ ' Q )y NOTES: R : O~~SS°/O O Z a = O H r ° 1. EREC7 TYPE "D", "E", AND "F" SIGNS ON FREEWAYS WITH THE NEAR EDGE OF THE SIGN 20 FT. _ ~ Q ~a _ ~Q~ 9~°° _ c r7 93 fn Z Z FROM THE TRAVEL LANE. ERECT ALL OTHER "D", "E", AND "F" SIGNS WITH THE NEAR EDGE OF THE (f} v SEAL ° SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF H _ Z x HO NN ~ TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS. J _ O Z F 4 5 3 -1 ~i X t3 N ~ ~ m .,B~ T nM p ~ XXT S l al TYPE °E" SIGNS O z N ~ r SIGNS 2. ERECT TYPE "D", "E", AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE ~ ~ 'Z OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL Z Q. Q FN v ~ w ~ ~ ~ OXE MAY utMi F N CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC ANDJOR PARKED VEHICLES. ~ ` G ~°NE,°°~ N Z 3. THE VERTICAL DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D", "E", AND "F" SIGNS IS ~ ~ ~ ~D~P e~~``` 30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE N W WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT. SEAL ~ M Z ~ 4. OEFORM BOLT THREADS WITH A PUNCH OR CHISEL AFTER INSTALLATION TO SUFFICIENTLY REDUCE REMOVAL BY VANDALS. N p 5. FURNISH AND INSTALL CROSS-BRACING AS SHOWN IN DETAIL. TYPICAL SIGN SHAPES AND C0~6INATIONS 6. INSTALL POST AND CROSS-BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 2 SIGN(S) FOR COMBINATION TYPE "D" AND "F" SIGNS. SHEET 1 OF 2 ~~0~ 7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24". ~ O ~ ¦ ~ 0 904• .10 904.10 904.50 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com X ~W I N G 904.50, 1 0 F 2 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z vm o H ~ b)iC' NE% HEAD HDT DSPPED H SATISFACTORY TO DATE 06.13.2011 G ~ 36"X 36" SIGN GAL4ANIZEO Ba.T ~H Z IX Ii dh~ DES NJD DRW NJD cHK JWJ fA O O 30 X 30 SIGN D H ~ ~ U 24"X 24" SIGN II II SIGN FADE ~ ~ Z U r O ~ ~ - _ _ _ i 48 X 48 SIGN ~ ALUMIMN SHIM LL J O H «PM/DM» CW/PV HZ-IZA rr Crr - ( - anonwnsNE (s~"%a~z"%+ra") OO~IZ BRANCH MANAGER p~~~ 1 8 1 5 1 2 ( 1 5l1 11a6"OTHICKjBREOUIIiED ~ w~ z~ n D 't,. m _ - _ ~ _ - _ _ _ _ _ - _ ~ _ - _ _ ri IF.E~HSESH ETINGTS~IG?,'S. °U" CHANNEL POST f- ~ Q CHIEF ENG/ARCH G7 ~ O ~ 18'" 15"12" - ~ - 15 4 ~ H FIRE PROTECTION z=~Om ~ I-= Zw Hor ~ -~-$-f I B cn~,~o~ • ~ H ( ® LOCIONASHEfl ~ H C3=~Z ® ~ OO~Q ~Ha a B Q Z z z • ~ ~a D TYPE "E" SIGNS 15'-~~~-?r+r~15" a ~ nur z . H oC ~ ~ o ~g~ 0 V e I-H tAQ X ® \ O ~-p ~ ~ z ~ e X D ASSENBLY DETAIL h Z= z~° z w V z ~ O Q wQ~ ~ ~ z w o c~~w z (n W Z > J W W H ? 20" w ~ Z Q W TOP OF ~ 3" 2" "U-GHANNEL" TOP ~ Z ° ~ W ~ "U~CHANNEL" TYPE ( J t I H z_ v w ~ ~ ~ DIREGTION a ~ DIRECTION E AND F gp<< a o a ~ L,J X Lam Z m J m 30" I H SIGNS I MAX of TRAVEL N ~ of TRAVEL ~ a ~ Z Z ~ TYPE "D" SIGNS ~ ~ Q Q ~ ~ W Q ~ I ( ~W N Z ~'I r I ( I ( 2 LB "U" CHANNEL POBT x" F z~° a Q ~ H ~ - - -q - - - - - p - - - ~ 2 LB "U" CHANNEL POST ~ ~ V No 0 w U O z I ^ w H c v P R P I ~H<_18" a Phi-R~P z - ~S ~ a ~ V ~ ~ W~2 W)2 ~ 4-3~" Galvanized AMB~ ~ ~ z d ~ c ~ 2 POST GR Asza GAlvanized BDLTS ~ d.~N" Galvanized AXas~ g ~ ~ J Ua ~ z C D ~ 1 POST OR A325 Galvanizetl Bq TG ~ C'3CW ~ Z .Z z , W W Z J ~ ~ v o ZZZ ~ ~ N0. SUPPORTS ~ w z?st-~ ~ ~ q MQZ 2 3 4 3 LO U CHANNEL POST ~ g Q ` ~ P .207W .145W .107W o s LB 'b" GHANNEL POST f il~ C! N Z ~ RI ~ ~ R .586W .355W .262w Z W = w ~ Q z ~ ~ v ~ r ~1 UNITS ON ATTACHED SHEET ~ f F ~ .n O D *MINIMUM 4 FT. BETWEEN CHANNEL POSTS ~ 0 ~ ~ ~ o z L O z SOAI SOTI = ~ ~ ~ ~ ~ HOLE PUNCHING DETAIL a w W Q H w J o -I/N~ ~ W/~Z ~ 'N ~ "U" CHANNEL POST Z W O Z W Q C~ o Z O (n 12" OIA.AOUND ~ w ~ m ~ z = J OLESORIttE~0, IC0AE~0,- FOAMED TO SE USED WITH A SIGN AREA DF 9 Ff2 OA LESS ON SINGLE POST 1• OB AIB MAMMEflEO PNO BACIffILLEO 2" JOINT ~ALEA TO DE USED WITH A Sifil AREA OF 2A FT OR LESS ON TWO POSTS z O WITH SOIL. DETAILS FOR SPLICING U Q °a~ ~ o A zU ~ ? I~X° - STEEL U-CHANNEL POST ~ l(~ pm• . w J o ~ Q Q w ~ ON SMALL SIGN SUPPDRT* u-i C - _ ~ ~ z D~ kNAINTENANCE ONLY ~i DETAIL FOR INSTALLATION OF o_ aQ~ a w C ~ SHEET, 2 OF 2 CHANNEL POST IN CONCRETE SHEET 2 Of 2 o ~ O scALE: NTS 904•.50 904•.50 EPROJECT No.: 796542 CONSTR. CONTR. NO. N40085-10-D-5313 ~oN~~ ~~~o NAVFAC DRAWING NO. o~~~ ~ ~ ~ O ' ~ 12598763 w w ~ SCALE: N.T.S. TYPICAL SHEET gg of 305 ~Q~~ CM502 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v v m CONTINUOUS LINES SKIP LINES MINI-SKIP LINES o 0 o m sEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY o~ H ~ H ~ H ~ EDGE LINE OFFSET DETAIL ~Q OFFSET DETAIL t-i ~ H Z Q Q~ H Z 2" REFER ALSO TO 7°tnoo EDGE LINE ZI-= ~ooo o.g;a o'SSFIOULDER a :°n° REFER ALSO TO TABLE 1 Q Q -Q~ r~.~~~ ~ HQOU ~t-i.T,~~~ E.O.P. O.P. H ~ ~fJ W * LLJOH 1T1 Z = -I 4"/6° ~ U- J CL Z I'TI z = -I WHITE OR YELLOW EDGE LINE p YELLOW OR WHITE ~ CC ~ A d Z _ oo~cn= =oDnm 10` SKIP LINES 2` MINI-SKIP LINES WQz~= z°Dnm rnzD f-U~00 mZA TABLE 1 W * Q~~~H D y 2 ~ O ° TURN LANE LINE YELLOW OR WHITE YELLOW OR WHITE Q f- H ~ = o ~ O EDGE LINE t EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS _ ~ Z W zH~~rn oW zHv~~1 • ~°H ~ r. J ~ Cori WITH UN-PAVED SHOULDERS CJ~F- ~ O J Z~ Z 4 16 10' 2' o© o Q O Z~ Z WTDTH (W) C ~ D WHITE ~ Z ~ H ~ ~ ~ A SEE EDGE LINE SEE CENTER LINE ~ O Q WIDTH (W} OF MAX. EDGE LINE OFFSET MINIMUM LANE OFFSET DETAIL ~ H ~ D ~ D TRAVEL PAVEME D -I ~ ~r rr ~ > -I H y D 4 /6 ~ D O 4"!6"~ ~ a H H y 16 - 18 TRAVEL PAVEMENT FROM E.O.P. WIDTH OFFSET DETAIL Z C , Q z O 19 ENTER LINE ~ ° ° ' d ~ 19' 4" 9, D W p rr rr 13' n ~ 20' 4 I6 ~ 90 21' 20` 6" 9.5' 1`~ ~ w YELLOW ~ CENTER LINE OFFSET DETAIL , 22 21' 8" 10` ° 40' 15' 23' ' TWO-WAY UNDIVIDED ROADWAY 23` 10" 1005' SEE EDGE LINE N 24' 24' 1` 11` OFFSET DETAIL WITH TWO-WAY LEFT TURN LANE GORE LINE 2s' 28' 26' 2` 11 ` 2$' 2` 12` 8" / 12" ~h 30' 30' 3` 12` W ~ rn 32 Z WHITE 2 32` 4` 12` ~ ~ ~ OW ~ YELLOW CENTER LINE rr r O H IA ~ H 3rr 6u z~ AN 3 s" W `i' ~ - - c~ ~ `r = DIAGONAL LINE H z C = YELLOW CENTER LINE W M H z ~ ~ ~N m Q ~ ~3~ 6rr Q~~ t-1 1TI YELLOW OR WHITE ~ ~ ~ W ITI D Z Z Z Q I1 ~ Z Z SEE EDGE LINE SEE CENTER LINE p ~ LEGEND OFFSET DETAIL Q F OFFSET DETAIL p ~ W W =WIDTH OF TRAVEL LANE Q ~ ~ ~ ~ F N ~ -t3v CROSSWALK LINE o1-W m3v ~ ~ ENERAL N TE z Z z ~ rn~ v 8"/24"N~ G 0 S Q H o * DIRECTION OF Z Z o,~~aj°11ja~~,~ ~ TRAFFIC FLOW © N cn ~ ~ ~ J ~ LANE LINE OFFSET DETAIL ~ WHITE {n ~ ~ p ~ W ° ass°i°°°°'~ F o E,.~ ~ 1- WHERE TWO WIDTHS AFIE INDICATED, THE FIRST WIDTH APPLIES TO A W E..~ ~ Zr "NORMAL" WIDTH LINE, THE SECOND WIDTH APPLIES TO A "WIDE" LINE. _ ~ Z ~..i sEE EDGE LINE MULTI -LANE ROADWAY = oQ~° ~9~°e ~ Lz'} R i R LINE 2- "WIDE" LINES ARE REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN H 6C ~ ~ OFFSET DETAIL Cf3 v SEAL e 1-1 a s N ~ DIRECTED BY THE ENGINEER. REFER TO PAVEMENT MARKING GUIDELINES. J a N J 026453 O 16 Z O ~ WHITE W ~ 2" TOWARDS LEFT S ` TOWARDS LEFT SIDE W ~ ~ ° ~,NG ~°NE~°~°° WHITE LANE LINE 4F TRAVELWAY ' TRAVELWAY ~ - ~ - - ~ - - - - ~ - - - - ~Fll J. D~P~,.`~~ CL--------------------- SEAL STOP OR TRANSVERSE BAR SEE EDGE LINE SEE LANE LINE 24" OFFSET DETAIL OFFSET DETAIL HEFT 1 OF 2 SHEET 1 OF 2 HEET 2 OF 2 SHEET 2 OF 2 ~~0~ WHITE 1205.01 1205.01 1205.01 1205 . a 1 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com DWI NG 1205.01, 2 OF 2 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N,T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN v z v STRAIGHT ARROW RIGHT OR LEFT TURN FT TURN COMBINATION STRAIGHT COMBINATION LEFT & z PACKAGE SUBMITTAL ~ ~ HI-VISIBILITY CROSSWALK STANDARD CROSSWALK °cn ~ ~ ARROW ~ AND LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW ° ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~ 20 Q ~ DES NJD DRW CLB CHK KJV ~ ~ Z STOPBAR Q ~ ~ ~ H Z 20 6'-4" H°°~ H~=C} ]iHO~ SAME DIMENSIONS APPLY AS FOR H O C!5 r0-"-1~ LLJOH r0m~~ 36rr Hz~=D OOH=Z Ham`, Brr ~ Y 36 THE LEFT(RIGHT TURN ARROW ~ ~ t1 = Z BRANCH MANAGER =oDnm SIDEWALK WQZU-= =opnm - C!) ~ N 8„ LIJ Q Z ~ = CHIEF ENG/ARCH T~ZI' E-U'°~o ~1zD v N~0 4' MIN. 6' MIN. 8" WHITE Q ~ H U3~O ~ N io ~ Q V ~ O H FIRE PROTECTION Z H ~ ~ ~ TO PEDESTRIAN CROSSWALK LINES ~ = Z W Z H ~ ~ ~ ~ N N - Z W o a ' ~ ° H WCR CROSSWALK CROSSWALK ~ ~ ~ J ~ ~ ° cv ~ n2~Z po~~ n2~Z o M COMBINATION LEFT & STRAIGHT ~ ~ ~ ~ ¢ ~ Z ~ z B . Fyn z D~'~ - 14" N & RIGHT TURN ARROW z H °C ~ g ~ o o ~ to o ~ O W° to o G ~ ~ ~ O = ~ ~ R=4D" - - ~ o w a ~ - o v Z 24" WHTTE ~ ° Z Cd 4" CROSSWALK LINE a 32" Uw ~ p Q N - SAME DIMENSIONS APPLY AS w z ~ 24 GAP 12" R=40 rr 12" N 4" FOR THE COMBINATION STRAIGHT z Q w O ~ AND LEFTIRIGHT TURN ARROW Z ; J Z ~ W 12" 12„ 32 w Q~ w z ~ 24" WHITE SIDEWALK R=28" CROSSWALK LINE 6'-4" ~ Z v ~ W J t l W X z rn ~ rn MERGE ARROW RAMP ARROW ~ 0 m J D z O z o~ FOR WRONG-WAY MOVEMENTS r0'-O~r ~ J z ~ ~ W ~ ~'h ~ ON FREEWAY AND EXPRESSWAY RAMPS ~ ~ Q ~ ~ Q WCR W (OPTIONAL) ^I~ ~ v v -0 ~ H vt to ~ H ~ ,0 o rn~'tn Zt'3Y Atn o -ti CRYSTAL(RED 5'_0„ C'3 ~ z ~ w U PAVEMENT MARKER typ H Z Q HzJ G= (n ~ 10' MIN. WIDTH 'S H Q ~ ~ v o ~ ~ Q ~ ~ to ~ ~ ~ ~ N ~ ~ ro 4? a Y J U~ Q z oD ~ 2'-s" ~ - ~ - OC p ~ W Hmr o~~ omA ~ r yzz d~ ~zz -CL OF RAMP O Q ~ z W ~ z~ v v ~ v ~ N ~ ~ N ~ n3v oF-z ~3v oA zZH ~a ~o a? Q ~ cn w ~ Q ~ ao ~ GENERAL NOTES Q ~ ~ O ~ ~ 2` ~ tn~y rip - TYP. 2'-6" ~ ~ ~ MM `c' N ~ 1- THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6 FEET. THE MINIMUM WIDTH W t!) N F) SK,. ~ 16'-g" 7'_1'~ ~ W ~'Wa z N o o ~ Z N OF HI-VISIBILITY CROSSWALKS IS 10 FEET. _ > W Z H n ~ W Q a ~ ~ Z ~ Q ~ ~ Z ~ ~ N ~ 2 SETTTHEMRWITHINKTHEOINTERSECaIONSAREAIESTABLISHEDIBYRBISECTING THENOT J a d N GENERAL NOTES H w J roQ,~ ~ o. Q W N ~ ~1 INTERSECTION RADII. C'3 ~1 ~ O Z O 1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS. [NG SYMBOLS. ATMEXITRRAMP Z w ~ m ~ Z ~ ~ 3- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT W ~ ~ WITHIN THE AREA OF A WHEELCHAIR RAMP. PLACE STOP BARS PARALLEL TO 2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH O CROSSWALK LINE5, BUT CAN BE PLACED PERPINDICULAR TO TRAVEL LANE5. INTO INTERSECTION AREAS. TO ENCROACH a ~ _ ~ ~ U ~ ~ Z z oQQ ~ p ~ A O )SS TRANSVERSE « z ~ O Z LEGEND 4- COORDINATE PLACEMENT OF CROSSWALKS IN ALL CASES WITH THE LOCATION OF 3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE ~ WHEELCHAIR RAMPS. (SEE SIGNAL PLANS). EXPANSION JOINTS ON PORTLAND DEMENT CONCRETE PAVEMENTS, =TE PAVEMENTS, y w J o U ~ ~ ~ ~ Q a W ~ « DIRECTION OF UNLESS APPROVED BY THE ENGINEER. ~ TRAFFIC FLOW ~ > ~ Z o, 4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR O HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4 ALPHABETS FOR Q Q a =ER TO SHEETS 4 o z o ~ ~ ~ WCR WHEELCHAIR RAMP THRU 7). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS.. c HEET 1 OF 1 SHEET 1 OF 1 HEET 1 OF 7 THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALI a MANUFACTURERS, RAMP ARROW HOWEVER, ALL AT EXIT RAMP SHEET 1 OF ~ scA~E: NTS SYMBOLS ARE REQUIRED TO BE APPROUEO BY THE DEPARTMENT. DEPARTMENT. 700'x 1205 ¦ a8 EPROJECT No.: 796542 1205.07 1205.07 1205.08 G \ a CONSTR. CONTR. N0. ~~oQ~ DOT ROADWAY STANDARD N40085-10-D-5313 oN,~ ~~oo NAVFAC DRAWING N0. o~~~ ~~o DWI NG 1205.08, 1 OF 7 SHEET ~ 059876405 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~Q~~ N.T.S. TYPICAL A4 CM503 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v n ?r u z v m MULTI-LANE WIDTH SCHOOL SINGLE LANE SCHOOL m v~ Oo v~ CHANNELIZING I z NELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION O ~ REFER TO STD. 1205.10 H ~ H ~ REFER TO STD. 1205.10 ~ Q F-1 (CHEVRON} ~ H' Z „ Q H Z ~fA O 24" WHITE TRANSVERSE BAND 24 WHITE TRANSVERSE BAND Z h _ ~(n O D Q ~'S rH~~t!] wa _ O.C. Q.G. HQt'3V rH~~~ WHITE WHITE GORE LINES H V LLJ~HZ mz roF ~ v LLJaHz mz H A ^ ~ o0(n= H A 000= oO~nm aW Wdz~- ~ OO~nm =mzr' = F'UdOt=3 =mZA _ a, WQaw= D ~ > ~ ~ ~ ~ O a ~ LL Z H S~ 0 0 ~ - - 2 Q"°~°H z,•,,~rm a w z,,-,vrm ' oOH ono ~o~c~-°~ OOH CJ~~WOJ o=~z O©~~ n=~z pAA z .H DAD WHITE 0 O ~ j DIAGONAL LINES ~ H ~ H y J 5 ~ ~ d' t0 ~ H 'G H y {CHEVRON} ~ H o ~a , Od r O t0 0 LJJp ~a O Q d a ~ W~ ~ Z vas H ro N n p Z O MEDIAN ISLAND N ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS r` ~ 0 w DOUBLE YELLOW _E YELLOW N w z w CENTER LINES QQ CER LINES J .p aw 2 14'-2" MIN. TO 22'-6" MAX. ~ 9`-8" MIN. TO 11'-4" MAX. ~ 1 rn w o.c. o.c. ~ rn Cn Z z 24" WHITE TRANSVERSE BAND 24" WHITE TRANSVERSE BAND O 2 p ~ YELLOW ~ ~ r LETTER HEIGHT = 10'-5" LETTER HEIGHT = 8'-4" ~ UJ r ~ ~ H LETTER WIDTH = 20" {U5E EQUAL SPACING BETWEEN LETTERS AND LETTER WIDTH = 16" {USE EQUAL SPACING BETWEEN LETTERS AND IJ~ C3 ~ DIAGONAL LINES (2:1 SLOPE} Z ~ O ~ N SPACING = 10" MIN.(30" MAX. CENTER ENTIRE SYMBOL IN LANES) SPACING = 4" MIN.(8" MAX. CENTER ENTIRE SYMBOL IN LANES) Z Q A N r<= Hz~ -~G= H Z ~ N m~ If It 24'" WHITE W A m N ~ ONLY TRANSVERSE BAND RAILROAD RXR SYMBOL Q ~ ~ H ~ EDGE ~ Amy °Cp~ zmy EDGE OF PAVEMENT OR SHOt1LDER ISLAND ~ ~ Z Z z Z 4 o O C REFER TO STD. 1205.11 p p ~ z Z cv d ~ m MEDIAN SIDE E.O.P. v ~ v TYP. WIDTH OF "X" LANE WIDTH OF p v ~ v OR SHOULDER D ~ J YELLOW ' YELLOW DIAGONAL LINES a 0 ~ WIDTH "X" ~ O EDGE LINE (2:1 SLOPE} ~ ~ E'"1 O ~ 'Q ' H ~ ~ ~ v WHITE (FEET} (FEET} p E- p N v 2 ~ 1 Z Z W \`\\11111111 oA ~ zzz r~? asw<s ~ Qua y~v ~ CA ~ 'B ~~A ~ s'<wn2' 6' z~D D C~t3 ~ Q : ~ r`~ of S S j ~ /~9 (rnn~` I ~ ~ W J NHS ~ZZ v ~ W>12 10 ="o~O ~zaZ A i' ~ N O O H Q m ~i 2 H - SEAL pN ~ X ~ N ~ ~a~ N 1 m N J 026453 - ~ ~ = GENERAL NOTE C'3 ~ O r Z N O ~ 1- THE SCHOOL PAVEMENT MARKING CONSISTS OF SIX W ~ OUTSIDE E.O.P. 3 (6) CHARACTERS. THE TWO (2) 24 TRANSVERSE OR SHOULDER WHITE WHITE ~ <~NG ION~~~eD - ~ ~ BANDS WILL BE PAID FOR UNDER A SEPARATE PAY {2AGOSLOPE)NE EDGE LINE tiF/l J. DEP~`.`~~ C ~''~1111111\\\\ z 16 ITEM. 6" ~ CL SEAL $ e J LANE 2- PAVEMENT MARKING IN ADVANCE OF A HIGHWAY-RAIL GENERAL NOTES: CROSSING SHALL CONSIST OF TWO (2) CHARACTERS 1- D=SPACING OF DIAGONf 16" 16° 18" 6 2%g" 24" NMTTE ICING OF DIAGONAL LINES (TYPICALLY EOUAL IN FEET TO THE POSTED SPEED LIMIT}. TRANSVERSE BAND N AND TWO {2) 16 LINES (FORMING AN X) WHICH ARE 4„ 16 111/2 PAID FOR UNDER TWO SEPARATE PAY ITEMS. ALSO, 2- INCREASE SPACING OF :ASE SPACING OF DIAGONALS TO 200' OR MORE ON INTERSTATE ROADWAYS. HEFT 2 OF 7 O.C. THE TWO (2) 24" TRANSVERSE BANDS WILL BE PAID SHEET 2 OF 7 HEET 1 OF 1 7'-0" FOR UNDER A SEPARATE PAY ITEM. 3- ADJUST SPACING OF D] iT SPACING OF DIAGONALS DEPENDING ON THE LENGTH OF THE ISLAND. SPACING SHEET 1 OF 1 ~~0~ 1205 ¦ OS LANE WIDTH ~I 1205 ¦ 0$ 1205 ¦ O9 NAY BE ADJUSTED AS [ 3E ADJUSTED A5 DETERMINED BY THE ENGINEER. 2 O ~ ~ 0 9 _ 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ¦ ~ DWI NG 1205.09 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL 4 APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN v z o PLACEMENT ALONG WHITE SKIP LINES PLACEI vm O vm PLACEMENT ALONG WHITE GORE LINES z PACKAGE SUBMITTAL H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~H z ,Q~~ ~H z 60' 1 ~ 4 « ~ Q ~ DES NJD DRW CLB CHK KJV ~a0 PAVEMENT MARKER SPACING CHART z~=~, A~'a° r H ~ ~ O O Or r H ~ ~ ~ REFER TO SPACING CHART Q H ~ C~5 V «PM/DM» CW/PV m z = ~ LL J ~ H Z m ~ _ ~ FOR SPACING REDUCTIONS H -I A O~ Z H -I A 15' 15` ~ o O O ~ _ BRANCH MANAGER ~ O ~ TYPE OF PAVEMENT MARKING TYPICAL SPACING (FT) W z w ~ ~ a ~ n W Q Z ~ CHIEF ENG/ARCH =~1ZDm t-U.c(O= =mzAm + ~ ~ c7 7D 7 ~ V ~ O C.'3 FIRE PROTECTION 2000 Id-=~zH =~00 0 0 0 0 0 z H o r rn SKIP LINES AND CENTER LINES cn ~ w o ~ Z H O r'~ MARKERS OFFSET 2" ~ _ ~ Z H FROM GORE LINES CA ~ u' O J Q Z z Z ~o~H °COHEt ~a~H • ~ ~ ALONG THRI1 LANES O H ac ~ ~ y 1 000Q ~ ° J y A z. A A WHITE P LAGI PLACEMENT ALONG YELLOW CENTER LINES ~ z ~ H°C o 0 ~ ° ~ y ALONG TANGENT SECTIONS AND g0 t0 I- H y SKIP O O ' HORIZONTAL CURVES LESS THAN 6° O W p N O ' REFER T4 SPACING GHRRT O W d c~ ~ o U ~ ~ z GENERAL NOTES ~ p z FOR SPACING REDUCTIONS ~ 0 ~ z = HORIZONTAL CURVES ? 6° 40 80' 80' w V z ~ O Q zaw 1- MARKERS ARE GENERALLY NOT REQUIRED ALONG EDGE LINES, EXCEPT IF DESIGNATED IN THE PLANS, OR DIRECTED BY THE ENGINEER. WHEN TURN-LANES - Z ~ w 15` 15' 15' 15` 15' z ~ J THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET MINI SKIP LINES 30 PLACEMENT ALONG WHITE MINI-SKIP LINES ~ z a w I'Z' 2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE. SKIP LINES 40 SOLID LINES 20 H U ~ W 2- PLACE CRYSTAL/RED MARKERS AT INTERSECTIONS AND INTERCHANGES CENTER LINES 40 WHERE WRONG-WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE MINI-SKIP LINES AT LANE DROP ~ rn OF THE MARKER TO FACE "'WRONG-WAY'" TRAFFIC. WHEN USED, PLACE APPROACHES 3 ~ ~ ~ m ' W ~ ~ m J Z CRYSTALJRED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT. O O z ~ 2 30 MARKERS CENTERED ~ Q z J z a~ W ~ G~ wH m N 3- DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 2 INCHES TO A TWO-WAY RAMP CENTER LINES 40 y ~ H BETWEEN DOUBLE CENTER LINES tL H j Q o g Q v z~~ a O t!1 PAVEMENT CONSTRUCTION JOINT AS FEASIBLE EXCEPT WHEN PLACED Z Q ~ N ? ~ ? ? 0 ? ? ? CENTER LINES FOR Z uIQ" ~ z U m = ~ GORE LINES 20 H p, m = z BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP ~ ~ Z TWO-LANE TWO-WAY ROADWAYS ~ ~ ~ a ~ ~ ~ LINES ON TWO LANE, TWO WAY ROADWAYS WHERE PASSING IS N ~ -I ALLOWED IN BOTH DIRECTIONS. PAINTED ISLANDS - WHITE 20 ~ ~ MARKER CENTERED UNDIVIDED ROADWAYS Q V ~ ~ z TWO-WRY LEFT TURN LRNES ~ W A YELLOW 40 p ~ BETWEEN MINI-SKIP LINES 3 Z 4- DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT W z ~ ~ D MARKING LINES. p ~ ~ D o W Z J ~ ~ ~ ~ RAISED MEDIAN ISLANDS 40 Q ~ ~ ~ DETAIL OF PAVEMENT o ~ w ~ Q 7C v _ 0 4 7C v DETA. ~ m 5 PLACE PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW WRONG WAY RAMP ARROW 5 z m MA RI MARKER PLACEMENT Z ~ Z O CL c~ ~ v CENTER LINES MID-WAY BETWEEN THE LINES. PROVIDE A GAP ,Q ~ v ~ BETWEEN THE LINES AND THE MARKER TO REDUCE OVER5PRAYING THE TAPERS 40 ~ p SNOWPLOWABLE RAISED PAVEMENT MARKERS ~ ~ ~ m ~ ~ ~ MARKER DURING REPAINTING OPERATIONS. ~ Z N ~ z z N z o ~ NARROW BRIDGES - EDGE LINE 20 = 6L1 ~ H G`.......------ B"--- ~ J Q a ~ Z 6- MARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. Z ~ 47 CENTER LINE 40 H ~ ~ O o n ~ W t'! ~ ~ p ONE LANE BRIDGES- EDGE LINE 20 CO ~ O ~ y z W Q C~ ° z 70 W Q z a0 c~ ~ d ~ ~ m ~ Z 0 ~ WORK ZONE APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS ~ a' ~ U ~ ~ Z z oQ- ~ ~ A 0 ~ LE END Qo s ~ 2-LANE, 2-WAY ON-SITE DIVERSION 20 FT. FOR CENTER LINE ~ CRYSTALIRED PAVEMENT MARKER =~6"---------- w J o U rr~~ ~ ~ Q a w V O c' ALL OTHER DIVERSIONS 1/2 NORMAL SPACING ~ > ~ Z ~ ? YELLOWIYELLOW PAVEMENT MARKER o_ aQ~ Q c ~ HEET 1 OF 3 SHEET 1 OF 3 HEET 2 OF 3 DIRECTION OF TRAFFIC FLOW MARKERS CENTERED BETWEEN MARKERS CENTERED o z °z ~ DOUBLE CENTER LINES BETWEEN SKIP LINES SHEET 2 OF 3 scA~E: NTS 1250.01 1250.01 1250.01 c 1250 ~ 0 1 EPROJECT No.: 796542 a CONSTR. CONTR. N0. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 oN~~ ~~No NAVFAC DRAWING N0. ~~N° ~ ~W I N G 1250.01, 2 0 F 3 SHEET 10 5 9 8 7 6 305 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~Q~~ N.T.S. TYPICAL A4 C M 504 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z v z °v T AUXILIARY TURN LANES TYPICAL PAVEMENT MARKER ° ~ F- H Z QQ~ H Z ~HoO Z~=V pHoO Q¢ r O ~ ~ 20 SPACING H ~ H~~c> I.t_J~HZ m ~ ALONG LANE LINE5 tL J a H Z m O~ H Z = p PLACED INSIDE OF 0 0 2 H Z = A 000= 0 7D n -I THE TURN-LANE. W ~ Z ~ - L7 0 ~ n m =~Zym f-UQO= =~1ZA TOP V ~Z cn~°O Q ~ H fJ3~0 TOP VIEW Qc.~~oH D F- ZH~~~1 ZW ZH~~Ti CJ~F-WOJ O=~z O©~0C n=~z - ~A~ Z .H FDA 4., MIN.-- p O CA 4" MIN. - 5" MAX. ~ H ~ ~ 'I V t0 ~ H ~ '1 y F- HO ~0 ~ G WO ~ ~ O ..E.N..S.......A ...............................~.E.~.S.......8 p w p Z n ~ Z ~ r" ~ w LENS NS 8~...~ ~ ~ YELLOW YELLOW CRYSTAL RED ~ - } ~ CRYSTAL CRYSTAL LENS > LENS A ~ _ ~ ~ rn YELLOW PAINTED ISLANDS WHITE PAINTED ISLANDS ~ ~ rn N ~+z oZ az G~ tr_M -vMr s m H ~ v v rn N N +3 N 20 SPACING Z Q ~ ~ fn m = ALONG WHITE LINES a y ~ = FRONT Z~ DUI z ~ FRONT VIEW SIDE VIEW ~ ~ a ~ 40 SPADING ALONG ~ 111 ~ ~ DOUBLE YELLOW ~ ~ D Q Z p, D Q ~ 25° - 35° p Z ~ „3r Z CENTER LINE5 0 W Z v 0 11 ~ o v a0~ Q~ z~~ 0.5" - 0.75"-~ 0 W Q 7Cv 0 0 C1 0 oQ v111v Q ~ Q 0 1'I'1 ~ 0 D 0 z Z ~v ~ ~ 0 0 Q ~~v Q ~ z .~`°~-~N' CAROB ~~'B., ~ ~ I- ~ ~ PAVEMENT SURFACE D O F ~ A APPROVED ADHESIVE PAVEMENT SURFACE ~ a W ~ ~O~ ESS°%°°°/°Y ~ Z O ~ ~z ~°~z ~"rr7 H~ DSO = O ~ _ ~ , Q~OF 0~9~ e Cf3 W ~ _ SEAL e H W _ 026453 n JW ~7C Z~ zq t'3 N d ~ z z FNc ° ~ a N GENERAL NOTES ~ ~ 'vFi~ ~N°pEP~,.,~~ D LEGEND '~~~'o~isi~i~e~~~e~ 4 DIRECTION OF TRAFFIC FLOW 1 - USE A MINIMUM OF 2 SG NIMUM OF 2 SQUARE INCHES FOR THE AREA OF EACH REFLECTIVE LENS. SEAL 2- FOR A COMPLETE LISTIN MPLETE LISTING OF PAVEMENT MARKERS AND ADHESIVES AGGEFTABLE FOR ~ CRYSTALIRED PAVEMENT MARKER USE IN NORTH CAROLINP APPROVED PRODUCTS LIS ORTH CAROLINA, REFER TO THE NCDOT WORK ZONE TRAFFIC CONTROL UNIT PRODUCTS LIST AT: YELLOW(YELLOW PAVEMENT MARKER http:!lwww.tloh.dot.s# ww.doh.dat.state.nc.us/constructianlwztctApv_Prodlapv_prod.htm HEFT 3 OF 3 ~ pAVENENT MARKING SYMBOL SHEET 3 OF 3 HEET 1 OF 1 SHEET 1 OF 1 ~~0~ 1250.01 1250.01 1251.01 1251 .01 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SWING 1251.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL vm UNDIVIDED ROADWAYS o °m v GUARDRAIL/BARRIER GUARDRAIL/BARRIER ~ v ~ AT BRIDGES TWO -LANE AND MULTI -LANE ALONG ROADWAY ~ ~ TYPICAL DELINEATORS QH ~ SATISFACTORY TO DATE 06.13.2011 H~ Z Q~ H~ Z F- ~ „',q~.+ DES NJD DRW CLB CHK KJV ~tJI O Z~= ~ ~fJI O I-I~~ BRIDGE H~(SV AH~~ H ~ ~ C> «PM/DM» CW/PV IrTi~~~~ 1'~-Ja~"~Z I'TI~~~-I Hz-I=D + O0~= HZ~=D 0 O ~ t1 = BRANCH MANAGER OO~nm WQzu- - OO~nm ~ 0 GENERAL NOTES W ¢Qw= CHIEF ENG/ARCH =-nDZ' ~ 1-c~Q0= =~1~'D ~ ~ Vi~O ~ H NCO ~ _ _ ~ V ~ Q C.'3 FIRE PROTECTION ZH~O~'I I-= ZW ZH~Q~'I - - 1- USE A MINIMUM 7 S0. IN. REFLECTIVE AREA FOR 'Q H H SIDE MOUNTED DELINEATORS. W ~ J Q Z z Z ~ 25' 25' 25' VARIES ~ ~ D- ~ J ~ ~ ~ H ~ _ -~j Z SEE CHART BELOW O O (A ~ ~ 2 ~ Z 2- USE A MINIMUM 28 SO. IN. REFLECTIVE AREA FOR O ©fA ~ ~ Q ~ ~ ~Dy+ z ,r-~ DZ,D TOP MOUNTED BARRIER DELINEATORS. H ~ J ~ ~ .~H V I-H 'CH V ~'o c GUARDRAIL/BARRIER DIVIDED ROADWAYS GUARDRAIL/BARRIER W ~ ~ o c~0= Q 3- USE A MINIMUM 7 SQ. IN. REFLECTIVE AREA FOR O v J ~ ~d ~ ° U z ~ z ~ AT BRIDGES ALONG ROADWAY o z ~ TOP MOUNTED GUARDRAIL DELINEATORS. ' W z ~ z = 1`~ ~ o' - n ~ BRIDGE 4- USE ADHESIVE, CLIP ON GUARDRAIL POST, GUARDRAIL w V j ~ O Q ~ ~ ~ c BOLTS, POWER DRIVEN FASTENERS, OR OTHER MOUNTING N ~ ~ ~ O ~ w z (n W METHODS RECOMMENDED BY THE MANUFACTURER AS ~ - - - - - - - - - - - - - - - - - - - - - z A APPROVED BY THE ENGINEER. a w ~ J ~ ~ Q ~ W ~ ~ N ~ ~ ~z~ ~ W ~ 25' MEDIAN Q ~ Q. ~ J t I LLJ ~ z_ c~ ~ ~ am r ~ r ~ Mrn ~ w X ~ ~ m J ~Z ~ o z Q Q a ~ W ~ 17 - - - - - - - - - - - - - - - - - - - - - mac r~ r ~ o r MOl1NTING DETAILS z ~ z ~ ° ~ O ~ Z H F ~O H ~ fn BRIDGE Z ~ fn z z _ ~ ~ ~ ~ Z ~ _ ~ N 25 25 25 VARIES 'S ~„I ~ N USE A ~ SEE CHART BELOW ~ J LOCATI( usE EITHER MOUNTING TYPICAL POWER DRIVEN FASTENER Q ~ ~ ~ Q z LOCATION FoR PERMANENT INSTALLATION FOR BARRIER oc ~ ~ ~ W ~ W ~ ~Z OCI ~Z APPLICATIONS p 0 Z W c ~ ~ DELINEATOR SPACING REQUIREMENTS ~ ~ ~ ITI D OC ~ I'~ D ALTERNATIVE FOR WORKZONE APPLICATI01 iNE APPLICATIONS DELINEATOR BASE ~ W ~ > ~ ~ FOR PERMANENT AND CONSTRUCTION a, 0 GENERAL NOTES O W ~ 0 LOUATINN UNLESS A GLARE SCREI A GLARE SCREEN Q ~ 0 ZONE GUARDRAIL,BARRIER,AND BRIDGERAIL Z ~ OC 0 IS UTILIZI m ~ SPACING (FT.) RAIL LOCATIONS ,G( ~ D p IS UTILIZED - z M Z O ~ av Q ~ o, r ~ ~ < 1- INSTALL DELINEATORS AT ALL LOCATIONS OF PERMANENT AND TEMPORARY GUARDRAILS H ~ ~ BUTYL PRIMER 1- ~ c l--1 D 100 ROADWAY CURVATURE 3 ~ N Q r y, z ~ RAIL PARALLEL T6 ROADWAY CONCRETE BARRIERS, AND BRIDGE RAILS. m 1--1 ~ POWER DRIVEN FASTENER AND ADHESIVE Cf3 Q Z ~ - 1/4 DIA. STUD = ~ W N z `40 ~ THREAD LENGTH ROADWAY CURVATURE > 3° _ Fi ~ m Z 50' - 2- INSTALL DELINEATORS PRIOR TO ALLOWING TRAFFIC TO PROCEED IN AN AREA WITH NEW ~ ~ Z Z ~ ~y ~ RAIL PARALLEL TO ROADWAY BARRIER OR GUARDRAIL INSTALLATIONS (TEMPORARY AND PROPOSED}. H ~ ~ o ~ 25• TRANSITIONS,TAPERS,& J Q 1 0.152" DIA.-1y/q" H ~ fn W °o LENGTH SHANK J~ Q W N J ~ ~ TI SECTIONS LESS THAN 200' LONG 3- CONFORM DOLOR OF DELINEATORS TO THE COLOR OF THE ADJACENT EDGE LINES. ~ c ~O Z-~ ~O 0 ~ z ~ Q ~ ~ a....--' ~ z w - m Z o ~ 25• BRIDGE RAILS AND RAILS W Q ~ c~ y AT BRIDGE APPROACHES 4- POSITION DELINEATORS SUCH THAT THE REFLECTIVE SHEETING IS PERPENDICULAR TO THE Q ~ ~ ~ ROADWAY. ~ O ~ ~ 24" 1/4" HEAVY HEX NUT ~ Q ~ ~ (n ~ ~ 9132" MOUNTING HOLE a ~ ~ Q ~ ~ O ~ C7 5- BEGIN DELINEATOR PLACEMENT 5 FEET FROM BAFIRIER APPROACH ENDS AND 25 FEET FROM t~ CENTERED ON BASE ~ 1/'~ EXTRA DUTY LOCK WASHER 0 ~ W z O - A ? F-1 LEGEND GUARDRAIL APPROACH ENDS. Q ~ wJo U ~ ~ ~QQ w O ~ _ ~ DIRECTION OF ? YELLOW DELINEATOR 6- BARRIER DELINEATORS THAT FALL ON JOINTS OR MOVE CONNECTIONS (UP TO 12 INCHES), PI'I c TRAFFIC FLOW ON EITHER SIDE OF THE JOINT. y ~ ~ z CRYSTAL DELINEATOR O Q PAINT THE EXPOSED PORTIONS OF THE NUT, LOCK WASHER, AND ~ o_ Q ~ ~ GUARDRAIL 7- POSITION THE GUARDRAIL AND/OR BARRIER DELINEATORS TO ACHIEVE A UNIFORM HEIGHT ~ HEET 1 OF 1 OR WZTH THE BARRIER DELINEATORS WHERE GUAFIDRAIL TIES TO CONCRETE BARRIER. SHEET 1 OF 1 HEET 1 OF 1 POWER DRIVEN FASTENERS WITH ZING-RICH PAINT TO MEET THE o Z o ~ ENGINEER`S APPROVAL AFTER INSTALLATION OF THE ASSEMBLY. SHEET 1 OF 1 ~ BARRIER scA~E: NTS 1261.01 1261.01 12fi1.02 G 1261 ¦ 112 EPROJECT No.: 796542 CONSTR. CONTR. N0. ~,Q~ DOT ROADWAY STANDARD N40085-10-D-5313 ~oN~~ ~~,~~o NAVFAC DRAWING N0. ~~N ~o~o - SWING 1261.02 12598766 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A/~ SHEET 102 OF 305 ~Q~~ N.T.S. TYPICAL `T CM505 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. o v z m Q~ p~ ~Q H z TOP VIEW Q ~ 70U p ZI-= mp~~UI ~-~a'-'z Hz~=D pp~= pp~nm W~z~^ =~Z~'' o o f-U`~O~ =UOp Q ~ H D zH~~~ oW . ~oH ~ ~ C>=~z o o ~yD z .H~ ~ ~ t0 ~ H 0 to 0 ~ O W p a z ~ n p U N w 0 GUARDRAIL BUFFER END SECTION N TYPE III OR IV HIGH INTENSITY ADHESIVE COATED YELLOW REFLECTIVE SHEETING YELLOW RETROREFLECTIVE SHEETING WITH A PRESSURE SENSITIVE ADHESIVE BACKING (8" X 3') ~i} z Crn acQ ~+z pH aD r ~ F ~ N FRONT VIEW SIDE VIEW Q ~N ZW A= ~z FI GUARDRAIL BUFFER GUARDRAIL BUFFER 'S N r ~ END SECTION END SECTION Q J D o ~ I't~ z - - D Z o e,~ o D - ° B,~ °C D v ~ Q o Z ``I111111111 ~ o z ~ CA 'B Il ~ r ~ ~ TYPE III OR IV HIGH INTENSITY ~ J of S S j ~C /~9'~ N ~ YPE III OR IV HIGH INTENSITY YELLOW RETROREFLECTIVE SHEETING ~ Z ~ YELLOW RETROREF~ECTIVE SHEETING (8" X 3') Z o Q~ ~9~ m U (8 3~ ~ H~ ° SEAL ° A ~o ~ II ~ ~ ° 026453 N~ zQ W 0 ~ .oea ~,NG ~ONE~ ~a tiFi~ J . CEP C Z ''''''~IIIIIIIIIIIe` SEAL GENERAL NOTES 1- GUARDRAIL END DELINEATION IS REQUIRED ON ALL APPROACH AND TRAILING SHEET 1 OF 1 END GUARDRAIL BUFFER END SECTIONS (TEMPORARY AND PERMANENT). SHEET 1 OF 1 1262.01 1262.01 A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO SCALE: N.T.S. TYPICAL APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES NJD DRW Cog CHK KJV «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ 0 ~ ~ Z= z~° z w V z ~ O Q wQ~ ~ ~ z w o c~~w z (n W Z > J w ~ Z Q W Z ° ~ W ~ J t I H z_ v w ~ ~ w X ~ z m J Q Q ~ ~ W Q z~° a Q ~ w U O z ~ a ~ Ua ~ z W W Z J ~ 0 w a~ w ~ Q z ~ ~ 0 a~ ~ ~ o z 0 w W Q 0 L w J 0 c Z W Q C~ 0 ~ m ~ z = J O z O U Q °a~ ~ O A zU ~ Z w J o ~ Q Q w O c~ ~ ~ z O o_ aQ~ a w c o ~ O scA~E: NTS 0 U EPROJECT No.: 796542 CONSTR. CONTR. N0. ~ , Q ~ coo~~ N40085-10-D-5313 ~ \ ~ O NAVFAC DRAWING N0. ~ N ~0~0 12598767 ~ W ~ . SHEET 103 OF 305 (~Q~C~ CM506 ~OI~O 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 PHASING DIAGRAM NOTES: a a 2070E LOOP & DETECTOR UNIT INSTALLATION CHART a 1. NEW 2070 CONTROLLER INDUCTIVE LOOPS DETECTOR PROGRAMING > a 2. NEW SIGNAL POLES WITH MAST ARMS a o IS ~ a 0 DIST. FROM p Z o °o ~ SIZE p Z o W ~ a n ;AWINGS NCDOT" DATED JULY 2006 AND "STANDARD L P N T PBAR T RNS ~ _ STRETCH DELAY ~ 3. REFER TO ROADWAY STANDARD DRAWINGS 00 0 S 0 U PHASE ~ Z~ W eft) ft ~ ~ W ~ ~ ~ w Q ~ ~ TIME TIME ~ w Z ~ W Z SPECIFICATIONS FOR ROADS AND STUCTURE LL ~ "UCTURES" DATED JULY 2006. 1A 6X40 0 2~-2 X 1 Y Y - - 2 - Y 4. LOCATE ALL UNDERGROUND UTILITIES PRIOF .S PRIOR TO POLE DRILLING AND CONDUIT TRENCHING. 2A 6X6 70 3 X 2 Y Y- - 0 - Y 5. COORDINATE SAWCUTTING AND LOOP PLACE 02+6 03+7 2B 6X6 70 3 X 2 Y Y - - 0 - Y IP PLACEMENT WITH PAVEMENT MARKINGS AS _ _ SHOWN IN THE TRAFFIC CONTROL AND PAVEI SID PAVEMENT MARKING PLANS. 3A 6X40 0 2-4-2 X 3 Y Y- 2 Y 4A 6X40 0 2-4-2 X 4 Y Y - - 0 - Y 6. DO NOT PROGRAM SIGNAL FOR LATE NIGHT F NIGHT FLASHING OPERATIONS UNLESS OTHERWISE 5A 6X40 0 X 5 Y Y - - 2 - Y ,r-• 2 4 2 DIRECTED BY THE ENGINEER. 0 a o' 6A 6X6 70 3 X 6 Y Y- - 0 - Y 7. LOCATE NEW CABINET SO AS NOT TO OBSTRI OBSTRUCT SIGHT DISTANCE OF VEHICLES w 0 6B 6X6 70 3 X 6 Y Y- - 0 - Y ~2+5 !03+s TURNING RIGHT ON RED. lA 6X40 0 2-4-2 X J Y Y - - 2 - Y } N 8A 6X40 0 2-4-2 x 8 Y Y - - 0 - Y 8. MAXIMUM TIMES SHOWN IN TIMING CHART AR HART ARE FOR FREE-RUN OPERATION ONLY. 8B 6X40 -4 2-4-2 X 8 Y Y - - 15 - Y RDINATED I NAL Y TEM TIMIN VAL I C00 S G S S G U SIG VALUES SUPERCEDE THESE VALUES. 9. LEAVE SPACE IN THE SIGNAL CABINET FOR Tf :T FOR THE FUTURE FIBER INTERCONNECT CENTER. ~ ~ 10. PROGRAM PEDESTRIAN HEADS TO COUNTDO~ ~UNTDOWN THE FLASHING "DON'T WALK" TIME ONLY. 01 +6 f~4+7 11. INSTALL BACKPLATES FOR SIGNAL HEADS NU =ADS NUMBERED 11,21,22,51,61,62 W ~s o ~ i~ ~ r' Q 6B ~ T 6 W TABLE OF OPERATION ..,,o~~H~~~ARo~;2,,•• • FESSIgy -9 F ~ ~ ~ J PHASE `'QUO '9~•• ~ 0 01+5 04+8 M o m ~ Z SIGNAL 0 0 0 0 0 0 0 0 = SEAL L = ~ 032123 FACE 1 1 2 2 3 3 4 4 A ; ; ~ J 5 6 5 6 7 8 7 8 •Q' V T P • ~ 1A SEAL PHASING DIAGRAM DETECTION LEGEND METAL P METAL POLE #2 21 R R G G R R R R Y STA. 12+03.5 2 2 R R G G ~ R R Y DETECTED MOVEMENT ;(METAL POLE # STA. 12+I 48' LT. 31 -R -R -R -R -R STA. 10+94 +l- 48' +l- LT UNDETECTED MOVEMENT (OVERLAP) ~ - ~ PEDESTRIAN MOVEMENT 40.5' LT. 41, 42 R R R R R R G G R ~COM ~ 51 ~ -R ~ -R ~f AECOM TECHNICAL SERVICES, INC. 61 R G R G R R R R Y 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854b200 www.aecom.com P61 ~ 22 62 R G R G ~R ~ R Y ~1------ 1 71 -R -R -R -R ~ ASE ~NFo ~ M VE EXI TIN „ ~ ~ 0 S G x 16 ~ EXISTING APPRD~ED 81 R R R R R G R G R ° » IGNAL PO ° COUNTDOWN PO 82 R R R G R G R / P 41, P 42 D W D W D W D W D W D W W DRK FoR coMMANDER NWFAc Acrl~ln ~ 82 12 12 EXI STING 35 P61, P62 DW W DW W DW WDWDWDRK 100% FIN SUBMITTAL PACKAGE G4NZA LEZ 81 PH +O' ~ G sArlsFACroRV ro oarE 06.13.2011 ~ ~ULEV - 12 ARD 7 8B o ~4 31 8B BADE DES SWC DRW EHC cHK SN «PM/DM» CW/PV ° 21, P41, P42 ~ 8 22, 62, 82 ; ~ 41,42 P61,P62 ~ 71 ® BRANCH MANAGER CHIEF ENG/ARCH _ 11, 31 o 'ter. 61, 81 L.E.D. ~ 1 JCJB FIRE PROTECTION 51, 71 u 3 ~ 41 Q B 3 w 5 az~ z Denotes L.E.D. P 42 o P82 J EXT ~~EZ o g ~ ENS~~N o = Q ~ ~ ~ o P4 x ~ LEGEND wiz ~ z PROPOSED ~ ~ W z ~ ~11 w>~ ~ a~ w z > , m 62 61 w 2 Traffic Signal Head J ? ~ w W P~ Signal Pole with Mast Arm ~ o ~ J X o METAL POLE #3 2070E C Q 2070E CONTROLLER ~ STA.1 23.5 +l- 336S C~ 336S CABINET Pedestal With Pedestrian Signal Head Q ~ ~ Q W m m 2070 TIMING CHART , N 63.5 T. With Push Button & Sign Z ~ W ~ 0 ° PHASE ETA POLE #4 POLE #4 Inductive Loop Detector ~ ~ Q ~ z ° FEATURE 1 2 3 4 5 6 7 8 TA. 2+20 +l- w +20 Controller & Cabinet z W Q Min Green 1* 7 10 7 7 7 10 7 7 3 .5' + z a ~ J a Extension 1 * 2.0 3.0 2.0 O 2.0 2.0 3.0 2.0 2.0 o ~ W ? Junction Box w ~ J 'g Max Green 1 * 20 60 20 25 20 60 20 25 Q z Q m~ T - - - - 2-in Underground Conduit m N c~ w a Yellow Clearance 3.0 3.8 3.0 3.9 3.0 4.0 3.0 3.8 W J ° Red Clearance 2.6 2.0 2.8 1.9 2.8 1.8 2.8 2.0 ~ N ~ 0 w N N ~ W z Walk 1 * - - 5 - 7 - _ m o aW N J o 2 2B 0. ~ Z~ a Don't Walk 1 - - - 20 - 12 - _ = c 0 C r C') w m = J_ X Seconds Per Actuation * - 2.5 _ - _ 2.5 _ _ ~ ~ X = ~c~~ ~ Z a Max Variable Initial * - _ - _ _ _ ~ 0 20 20 i i V oQQ ~ O A ~ ~ ~Z Time Before Reduction * - 15 - 0 _ _ p wJ=o ~ i° ~Q~ w ° 15 ~2 z ~I Time To Reduction * - 30 - 15 _ _ 15 ° 30 aQ ~ C is ~ g ~ o Minimum Gap - 3.0 - - - 3.0 - - o z Z ~ ° Recall Mode - MIN RECAL - - - MIN RECALL a - - sGA~E: 1 = 25 U EPRO~ECT No.: 796542 ~ Vehicle Call Memory - YELLOW - - - YELLOW - - ~r~ ~~r~ 0 50~ coNSTR. coNTR. No. Dual Entry - - _ ON _ _ _ ON ~ ' SCALE. 1 25 ~ N40085-10-D-5313 0 i Simultaneous Gap - ON _ ON _ ON - ON NAVFAC DRAWING NG. 12598768 ~ * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all Q sHEET 104 of 305 z other phases should not be lower than 4 seconds. w GRAPHIC SCALES CZ101 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a N TE a EDI M DEL 2 1 E L-N NFLI T M NIT R SIGNAL HEAD HOOK-UP CHART PR RAMMIN DETAIL „ - LOAD Sl 1. TO PREVENT FLASH CONFLICT PROBLEMS, INSERT RED FLASH swITCHNO. ]NO, S1 S2 S2P S3 S4 S4P S5 S6 S6P S7 S8 S8P S9 S1PJ S11 S12 S13 S14 0 (remove jumpers and set switches as shown) PROGRAM BLOCKS FOR ALL UNUSED VEHICLE LOAD SWITCHES IN ON OFF THE OUTPUT FILE. THE INSTALLER SHATT UERIFY THAT SIGNAT PHASE 1 E 1 * 2 PED 3 * 4 PED 5* E PED 7 * 8 PED OLA* OLB SPARE OLC* OLD SPARE WD ENABLE HEADS FLASH IN ACCORDANCE WITH THE SIGNAL PLANS. SIGNAL 11 8 HEAD ND. ~L 11 82 21,22 NU 22 31 41,42 P41, 51 61,62 P61, 62 71 81,82 NU 11 31 NU 51 71 NU N0, P42 P62 SW2 2. ENSURE THAT RED ENABLE IS ACTIVE AT ALL TIMES DURING NORMAT OPERATION. TO PREVENT RED FAITURES ON UNUSED RED ~ ~ 128 ~ 1~1 134 ~ 1PJ7 D ON ~ MONITOR CHANNELS, TIE UNUSED RED MONITOR INPUTS 5,13,14, REMOVE DIODE JUMPERS I-5g I-6, I-9, I-II, I-15, 2-5, 2-6, 2-9, 2-II, 2-15, 3-7g 0 RF 2010 15 & 16 TO TDAD SWITCH AC+ PER THE CABINET MANUFACTURER'S YELLOW ~w 129 1(~2 ~ 135 1(~8 3-8 3-10 3-12 4-7 4-8 4-10 4-12 4-14 5-9 5-II 6-9 6-II 6-15 7-10 D RP DISABLE ~ 9 9 9 9 9 9 9 9 9 9 9 9 9 9 INSTRUGTIGNS• 0 WD 1.0 SEC z N 13~ 1(33 136 1f~9 7-12, 7-14, 8-10, 8-129 8-14, 9-II, 9-15, 10-12, 10-14, II-15 AND 12-14 . o GREEN ~ GY ENABLE a SF#1 POLARITY 3. PROGRAM PHASES 4 AND 8, FOR DUAL ENTRY. RED U N w o ~ 0 LEDguard ARROW A w A121 A124 A114 A1~1 ° 0 0 0 0 0 0 RF SSM 4. ENABLE SIMULTANEOUS GAP-DUT FOR PHASES 2, 4, 6 AND 8. ~ ~ v ~ N o YELLOW o-~ w ~ co ~ v ~ N ~ FYA COMPACT 1c ~w 126 117 123 A122 A125 A115 A1~2 w .~0 ~ ~ '0 ~ '0 ~ ~ '0 '0 ~ ~ ~ ~ ARROW ~ ~ ~ ~ ~ 0 FYA 1-9 Q 0 0 0 0 0 5. PROGRAM PHASES 2 AND 6, FOR UARIABTE INITIAL AND GAP FLASHING CD co ~ v ~ N o ~ FYA 3-10 ~ YELLOW ~ ~ ~ ~ ~ ~ ~ ~ REDUCTION. ING ~w A123 A126 A116 A1PJ3 ~ i i i i i i i i i i i i Y - ARROW cv cv0 N N N NON NON N NO NON N O F A 5 11 ~ w ~ ~ 0 0 0 0 0 FYA 7-12 Q ~ ~o ~ ~ ~ N o ~ ~ ~ ~ ~ ~ rE~~ow o1sAB~E 6. PROGRAM PHASES 2 AND 6, FOR START UP I N GREEN. GREEN 127 1~ U~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ARROW N 127 127 118 118 133 124 124 w ~ c~ ~ c~ ~0 ~ ~0 ~ ~0 c~0 ~ ~ ~ ~ ~ 090010 ONE ~ 0 0 0 0 o w 1 7. PROGRAM PHASES 4 AND 6 FOR 'STARTUP PED CALL'. CO LCl ~ N O = ~ ~ CO f~ CO LCl ~ LO O O z O U ' 1PJ4 119 C~ Cl Cl i i i i i i i i i i i i 2 ~ ~ ~ 0 ~ ~ ~ v v ~0 v0 v v0 ~ ~0 v0 v v - • Q 0 0 0 0110030 3 03 ' 1~6 121 d ~ ~ ~ m ~ ~ N ~ o ~ ~ 8 PROGRAM PHASES 2 AND 6 FOR YELLOW FLASH, AND OVERLAPS ~ ~ ~ ~ ~ olzoo 4 0 ~ 0 4 ~ N N N N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ 1 AND 2 AS WAG OVERLAPS. N ~ ~ ~0 ~ 0 0 0 01300 5 0 Q v~ N o 0 6 NU =NOT USED Z ~ ~ ~ ~ ~ ~ ~ o~ w ~ Z N 0 T USED •••''~•~~CARD•••••• Q ' ~ ~ ~ ~ ~ ~ ~ 0140060 w ~ 7 ~0 ~ ~ ~0 ~ c~ co coo ~ ~0 0 0 ~ DENOTES IN ..•''~~N......... ~i~••'-. -NOTES INSTALL LOAD RESISTOR. SEE GOAD RESISTOR :•~~.~oFESSI~N~. q U ~ ~ ~ 0 0 0 0 0 ? ~8 ~1STALLAT I ON DETAIL THIS SHEET. SEAL ~ . ti ~ ~ ~ CD ~ ~ ~ ~ N o ~ 01500 7 0 INSTALTATI ~ 0 00 0 00 0 0 ~ ~ ~0 ~ ~0 ~ ~0 ~ ~ 01600 8 0 ON ~ ~ SEE PICTOR =E PICTORIAL OF HEAD WIRING IN DETAIL BELOW. = 07438 0 0 0 0 o Og o ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ 10 's ~ ~ 0 o- o- 0 0- ~ o- o- 0 a~ m co ~ 0 ~ ~ 0 ~ co 0 m 0 11 ''•oMES 0, DEP~~°~~ C o FP 12 ~ 0 COMPONENT SIDE ~ 13 vii SEAL ~ 14 4 SECTION FYA PPLT SIGNAL WIRING DETAIL REM01/E JUMPERS P~S SHOWN D 15 0 16 INP T FILE P ITI N LAY T NOTES: (wire signal heads as shown) ~ 1. P V W T H MP P A M A - (front view) CARD IS RO IDED I ATL DIODE JU ERS IN L CE RE OV ~ ~ DENOTES POSITION A=COM OF ANY JUMPER ATTOWS ITS CHANNELS TO RUN CONCURRENTLY. OF SWITCH 0 L A RED (A 121) ~ 0 L G RED (A 114) ~ AECOM TECHNICAL SERVICES, INC. 1 2 3 4 5 6 7 8 9 10 11 12 13 12 13 14 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 554E200 www.aecom.com 2. MAKE SURE JUMPERS SEL2-SET5 ARE PRESENT ON THE MONITOR BOARD. 1 2 s s 3 4 s s s s s ~6 PEC L L L L L L L NOT ~6 PED FS OLA YELLOW (A122) ~ OLC YELLOW (A115) A/E INFO JOT U o 0 0 0 0 0 0 FILE 1A 2A T T 3A T T T T T USED DC S E D DC DC APPROVED 4 A ISOLATOF ISOLATOR ISOLATOR E F II II E E E E E E E 4 PED 2 M M M M M M M ~ PED ST OLA GREEN (A123) ~ OLC GREEN (A116) NOT P P NOT NOT P P P P P NOT L T T T T T T T NOT USED USED USED DC USED E IPMENT INF RMATI N 2B Y Y Y Y Y Y Y ISOLATOR OC USED OC FOR COMMANDER NAVFAC LATOR ISOLATOR PJ1 GREEN (127) ~ PJ5 GREEN (133) ~ ACTIVITY 100% FINAL DESIGN PACKAGE SUBMITTAL CONTROLLER ..............EAG~E TYPE 2070 ~5 ~6 s s ~8 s s s s s s s S S S L L L L L L L L L U 0 0 0 0 0 0 0 0 0 L L L CABINET .................McCAIN/CONTROL TECHNOEOGIES FILE T T T T T T T T T 5A 6A 7A 8A ° ° ° 11 ~ ~ SATISFACTORY TO DATE 06.13.201 1 T T T oES MY DRw MY cHK JD DWG. N0. 9500-332-NCDOT /W/ AUX II II E E E E E E E E E E E E «PM/DM» CW~PV ~6 M M ~S M M M M M M M SOFTWARE ................ECONOLITE OASIS NOT P P NoT P P P P P P P M M M P P P BRANCH MANAGER L T T T T T T T T T USED USED T T T CHIEF ENG/ARCH Y Y Y OLB RED (A124) ~ OLD RED (A101) CABINET MOUNT...........BASE 6B Y Y 8B Y Y Y Y Y Y Y FIRE PROTECTION OUTPUT FIDE POSITIONS...18 WITH AUX. OUTPUT FIDE , EX. 0 1A, 2A, ETCo =LOOP N0. S FS = FLASH SENS _ASH SENSE Q z Z z B LOAD SWITCHES USED......S1,S2,S3,S4,S4R,S5,S6,S6R,S7,S8, ST =STOP TIME TOP TIME ° S9,S10,S12,S13 OLB YELLOW (A125) ~ OLD YELLOW (A102) ~ o g ~ o~ gyp= a ~ ~ - ~ U PHASES USED .............1,2,3,4,5,6,7,8,4PED,6PED _z ° z o- w ~ O OLB GREEN (A126) ~ OLD GREEN (A103 ~ w U Z OVERLAP "A" .............1+2 w ovER~AR "B" .............3+q INP T FILE NNE TIN PR RAMMIN HART HART zaw ° ° ~ z~~ Z ~ ~J3 GREEN (118) ~ PJ7 GREEN (124) ~ w Q ~ w ~ OVERLAP "C" .............5+6 ~Z~ ~ w w OVERLAP "D" . . . . 7+8 INPUT FUTT LOOP INPUT PIN DETECTOR NEMA STRETCH L J STRETCH DELAY 1 ~ t w ~ ~ ~ LOOP NOo TERMINAT FILE POS. N0. ASSIGNMENT NOo PHASE CATT EXTEND TIME TIME NOo DELAY AY TIME TIME 31 7 ~ ~ Z m J W m J QQ~ ~ 1A TB2-1,2 I1U 56 18 1 1 Y Y _2 zoo Q 0 wQ 2A TB2-5,6 I2U 39 1 2 2 Y Y NOTE ~ Q U ~ Nw° 2B TB2-7,8 I2L 43 5 12 2 Y Y _ Q ~ 3A TB4-56 I5U 58 2D 3 3 _ ~ , Y Y _2 1 . THE SEQUENCE DISPLAY FOR THESE SIGNALS REQUIRE SPECIAL LOGIC ~ oQ 4A TB4-91D I6U 41 3 4 4 _ PROGRAMMING. SEE SHEET 2 OF 2 FOR PROGRAMMING INSTRUCTIONS. Z W c~v o LAD RE I T R IN TALLATI N DETAIL , Y Y - ~ J N 5A TB3-12 J1U 55 17 5 5 ~ Y Y (install resistors as shown below) - ~ 6A TB3-5,6 J2U 4D 2 6 6 Y Y _ w ~ °w z_ > 0 6B TB3-7 8 J2L 44 6 16 6 PHASE 1 RED FIELD . Y Y ~ ~ J m N 7A TB5-56 J5U 57 19 7 7 Y Y _ ~ TERMINAL X125) , ~ 8A TB5-91D J6U 42 4 8 8 ~ , Y Y _ 2 w W = c~ ACCEPTABLE VALUES PHASE 3 RED FIELD ~ 8B TB5-11,12 J6L 46 8 18 8 Y Y _ VALUE (ohms) WATTAGE TERMINAL (116) 15 Q W ¢ J = ~ m ~ U k PED PUSH k 1o5K - 1o9K 25W fmin) BUTTONS NOTE: X PHASE 5 YELTOW FIELD INSTATT DC ISOLATORS ~OLATORS ~ U ~ a Z ~ ~ 2.OK - 3oOK IOW (min) AC- P419P42 TB8-5,6 I12L 69 31 PED 4 4 PED ° TERMINAL (132) ° IN INPUT FILE SLOTS SLOTS THIS ELECTRICAL DETAIL IS FOR ~ ~ z ° ~ ~ P61,P62 TB8-7,9 I13U 68 30 PED 6 B PED w J ° U o I12 AND I13. ~ PHASE 7 RED FIELD THE SIGNAL DESIGNo CZ1P_J1_ ~ ~ ~ Z AC- o TERMINAT (122) DESIGNEDo P_J4/11/2P_J11___ a Z o o Z ~ SEALEDo 6/6/2P_J11 scALE: NOT TO SCALE 0 ~ AC- R E V I S E D o EPROJECT No.: 796542 ° INPUT FILE POSITION TEGENDo J2T CONSTR. CONTR. N0. ,Q~ ~ ~ _ FILE J N40085-10-D-5313 AC NAVFAC DRAWING N0. o ~ ° STOT 2 ~ ~ ~ TOWER 12598769 ~wwo SHEET 105 OF 305 ~Q~~ ~o~o CZ102 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a L I AL I PR E R PR RAMMIN DETAIL a T PR D E PE IAL FYA-PPLT I NAL E EN E OVERLAP PROGRAMMING DETAIL Q 0 (program controller as shown below) (program controller as shoz.~n below) 1. FROM MAIN MENU PRESS '2' (PHASE CONTROL), THEN '1' (PHASE CONTROL FUNCTIONS). SCROLL TO THE BOTTOM OF THE MENU AND F M MA M P ' RO IN ENU RESS 8 -SS '8' (OVERLAPS), THEN ENABLE ACT LOGIC COMMANDS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, AND 12. 1 (VEHICLE OVERLAP SETTI _AP SETTINGS) . 2. FROM MA I N MENU PRESS ' 6' ( OUTPUTS) , THEN ' 3' ( LOGICAL I /0 PAGE 1: VEHICLE OVERLAP 'A` SET _AP 'A' SETTINGS PAGE 1: VEHICLE OVERLAP 'C' SETTINGS D PROCESSOR). PHASE: 1123456789101112 X678910111213141516 ; PHASE: ;12345678910111213141516 VEH OUL PARENTS:XX VEH OVL PARENTS:; XX VEH OVL NOT VEH:I VEH OUL NOT PED: VEH OVL NOT VEH:; Z VEH OVL NOT PED:; LOGICAL I/O COMMAND #1 (+/-COMMAND#) ~ LOGICAL I/O COMMAND #7 (+/-COMMAND#) VEH OUP GRN EXT:I VEH OVL GRN EXT: IF ACTIVE PHASE #1 IS ON ~ IF ACTIVE PHASE #3 IS ON STARTUP COLOR: _ RED _ YELLOW NOTE: LOGIC FOR NOTE: LOGIC FOR FLASH COLORS: _ RED _ YELLOW _ YELLOW _ GREEN ~ STARTUP COLOR: _ RED _ YELLOW _ GREEN w AND RED CLEAR ON PHASE #1 IS ON PHASE 1 RED ~ AND RED CLEAR ON PHASE #3 IS ON PHASE 3 RED _ YELLOW X GREEN ~ NOTICE FLASH COLORS: _ RED _ YELLOW X GREEN ~ NOTICE GEAR WHEN ~ GEAR WHEN SELECT VEHICLE OVERLAP OPTIONS: OPTIONS: (Y/N) GREEN SELECT VEHICLE OVERLAP OPTIONS: (Y/N) GREEN TRANSITIONING ~ TRANSITIONING FLASH YELLOW IN CONTROLLER FLASH FROM PHASE 1 FROM PHASE 3 GREEN EXTENSION (0-255 SEC)..... ~LLER FLASH?...N EEASH ~ FLASH YELLOW IN CONTROLLER FLASH?...N EEASH ~ SEC).........0 GREEN EXTENSION (0-255 SEC).........0 I TO PHASE 2 ~ I I TO PHASE 4 YELLOW CLEAR (O=PARENT,3-25.5 SE 1,3-25.5 SEC)..0.0 ~ YELLOW CLEAR (O=PARENT,3-25.5 SEC)..0.0 ( HEAD 11 l , ( HEAD 31) . RED CLEAR (O=PARENT, 0. 1-25.5 SEC .1-25.5 SEC)...0.0 RED CLEAR (O=PARENT,0.1-25.5 SEC)...0.0 I R WN I ~ I R WN I OUTPUT AS PHASE # (O=NONE, 1-16) ~ SC OLL DO ~ ~ SC OLL DO ~ BONE, 1-16)....0 ~ OUTPUT AS PHASE # (O=NONE, 1-16)....0 I I I I I THEN: I I THEN: I PRESS SET OUTPUT ASSIGNMENT #50 ON ~ SET OUTPUT ASSIGNMENT #47 ON PRESS ' ; ~ PRESS ' SET OUTPUT ASSIGNMENT #51 OFF ~ SET OUTPUT ASSIGNMENT #48 OFF PAGE 1: VEHICLE OVERLAP 'B` SET _AP 'B' SETTINGS PAGE 1: VEHICLE OVERLAP 'D' SETTINGS ! PRESS + PRESS + PHASE: 1123456789101112 X678910111213141516 PHASE: ;12345678910111213141516 VEH OVL PARENTS:', XX VEH OVL PARENTS:; XX VEH OUL NOT VEH: VEH OVL NOT VEH:; LOGICAL I/O COMMAND #2 (+/-COMMAND#) ~ LOGICAL I/O COMMAND #8 (+/-COMMAND#) VEH OUL NOT PED:I VEH OVL NOT PED:; VEH OVL GRN EXT: ; IF ACTIVE PHASE #1 IS ON NOTE: LOGIC FOR IF ACTIVE PHASE #3 IS ON NOTE: LOGIC FOR vEH ovL GRN EXT:I SWITCHING ~ SWITCHING STARTUP COLOR: _ RED _ YELLOW _ YELLOW _ GREEN STARTUP COLOR: _ RED _ YELLOW _ GREEN •.••~N CAR~~~•.••• FLASHING YELLOW FLASHING YELLOW FLASH COLORS: _ RED _ YELLOW _ YELLOW X GREEN ~ NOTICE ~ FLASH COLORS: _ RED _ YELLOW X GREEN ~ NOTICE ~•••~~~.~F~SSI~N~•?9•'•: ARROW "OFF" ARROW "OFF" SELECT VEHICLE OVERLAP OPTIONS: OPTIONS: (Y/N) GREEN ~ SELECT VEHICLE OVERLAP OPTIONS: (Y/N) GREEN = ::QQ q~•• DURING PHASE 1 DURING PHASE 3 FLASH YELLOW IN CONTROLLER FLASH I (HEAD 11 I I (HEAD 31 GREEN EXTENSION (0-255 SEC)..... ~LLER FLASH?...N EEASH FLASH YELLOW IN CONTROLLER FLASH?...N EEASH SEAL ~ SEC).........0 GREEN EXTENSION (0-255 SEC).........0 07438 YELLOW CLEAR ( O=PARENT, 3-25.5 SE I I I I 1,3-25.5 SEC)..0.0 ; YELLOW CLEAR (O=PARENT,3-25.5 SEC)..0.0 . 1 -25. 5 SEC) 0. 0 ~ RED CLEAR ( O=PARENT, 0. 1 -25. 5 SEC) 0. 0 ~'°•FNGINEE~•~•~ SCROLL DOWN ~ SCROLL DOWN RED CLEAR (O=PARENT,0.1-25.5 SEC I I I I OUTPUT AS PHASE # (O=NONE, 1-16) BONE , 1 -1 6) 0 OUTPUT AS PHASE # ( O=NONE , 1 -1 6) 0 •.••9MFS 0, D~P~O••. I THEN: I ~ I THEN: I SET OUTPUT ASSIGNMENT #52 OFF SET OUTPUT ASSIGNMENT #49 OFF , PRES. PRESS + OVERLAP PROGRAMMING COMPETE SEAL PRESS ' ~ PRESS ' LOGICAL I/O COMMAND #3 (+/-COMMAND#) ~ LOGICAL I/O COMMAND #9 (+/-COMMAND#) IF YELLOW ON PHASE #1 IS ON NOTE: LOGIC FOR IF YELLOW ON PHASE #3 IS ON NOTE: LOGIC FOR A=COM YELLOW ~ YELLOW AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 ARROW ~ ARROW RALEIGH, NC 27607 (919) 554E200 www.aecom.com CLEARANCE ~ CLEARANCE FROM PHASE 1 ; FROM PHASE 3 I I ~ I I F LA H (HEAD 11 (HEAD 311. FLASHER CIRCUIT MODIFICATION DETAIL A/E INFO I I I I APPROVED SCROLL DOWN ~ SCROLL DOWN ~ I I ~ I I IN ORDER TO I THEN: I ~ I THEN: I ORDER TO ENSURE THAT SIGNALS FLASH CONCURRENTLY ON THE # ~ # SAME APPROA SET OUTPUT ASSIGNMENT 51 ON SET OUTPUT ASSIGNMENT 48 ON IE APPROACH, MAKE THE FOLLOWING FLASHER CIRCUIT CHANGES: FOR COMMANDER NAVFAC ACTIVITY 100% FINAL DESIGN PACKAGE SUBMITTAL PRESS ' ~ PRESS ' 1. ON REAR OF PDA OF PDA - REMOVE WIRE FROM TERM. T2-4 AND TERMINATE ON T2-2. SATISFACTORY TO DATE 06.13.201 1 2. ON REAR OF PDA OF PDA - REMOVE WIRE FROM TERM. T2-5 AND TERMINATE ON T2-3. DES MY DRw MY cHK JD LOGICAL I/O COMMAND #4 (+/-COMMAND#) LOGICAL I/O COMMAND #10 (+/-COMMAND#) «PM/DM» CW~PV IF ACTIVE PHASE #5 IS ON NOTE: LOGIC ToR IF ACTIVE PHASE #7 IS ON NOTE: LOGIC ToR 3. REMOVE FLASHER I F L A S H E R U N I T 2• BRANCH MANAGER AND RED CLEAR ON PHASE #5 IS ON PHASE 5 RED ~ AND RED CLEAR ON PHASE #7 IS ON PHASE 7 RED CLEAR WHEN ~ CLEAR WHEN CHIEF ENG/ARCH TRANSITIONING TRANSITIONING FIRE PROTECTION FROM PHASE 5 FROM PHASE T THE CHANGES LISTED ° ~ Z ~ LISTED ABOVE TIES ALL PHASES AND OVERLAPS TO FLASHER UNIT 1. B z Z I I TO PHASE 6 ~ I I TO PHASE 8 ( HEAD 51 I . ( HEAD z 1 I . J Q I I I I ~ O ~g~ o ~ SCROLL DOWN SCROLL DOWN I I I I ~o= Q ~ ~ ~ U I THEN: I I THEN: I z ~ ° z SET OUTPUT ASSIGNMENT #42 ON ~ SET OUTPUT ASSIGNMENT #39 ON ~vL.~ ~ ~ waZ ~ SET OUTPUT ASSIGNMENT #43 OFF ~ SET OUTPUT ASSIGNMENT #q0 OFF z w o ~ o "mow Z ~ Z ~ PRESS ' ~ PRESS ' wQ Z > w ~Z~ ~ w w ~ t I W ` J w ~ 1\/ ~OGICA~ I/O COMMAND #5 (+/-COMMAND#) ~ LOGICAL I/O COMMAND #11 (+/-COMMAND#) Lei ~ m J O IF ACTIVE PHASE #5 IS ON NOTE: LOGIC ToR IF ACTIVE PHASE #7 IS ON NOTE: LOGIC ToR Q Q a d ~ m J SWITCHING ~ SWITCHING z~~ Q ~ Wa FLASHING YELLOW FLASHING YELLOW ARROW "OFF" ~ ARROW °OFF" DURING PHASE 5 ~ DURING PHASE ~ COUNTDOWN PEDESTRIAN SIGNAL OPERATION o~U Q N° ~ I I (HEAD 51 I I (HEAD 71 ~ ~ oa COUNTDOWN PED SIGNALS ARE REQUIRED TO DISPLAY TIMING ONLY DURING Z W ~ v o I I I I N SCROLL DOWN SCROLL DOWN PED CLEARANCE INTERVAL. CONSULT PED SIGNAL MODULE USER'S MANUAL w ~ ~ v ~ I I I I OUTPUT REFEREII~CE SCHEDULE ~ I THEN: I ~ I THEN: I usL To INTERPRET LOGIC PROCESSOR w SET OUTPUT ASSIGNMENT #44 OFF ~ SET OUTPUT ASSIGNMENT #q1 OFF FOR INSTRUCTIONS ON SELECTING THIS FEATURE. w O o w o Z ~w J OUTPUT 39 = Overlap D Red Z m ~ PRESS PRESS OUTPUT 40 = Overlap D Yellow w W = ~ ~ ~ ~ OUTPUT 41 =Overlap D Green Q ~ N J ~ ~ OUTPUT 42 = Overlap C Red z ~ m U k LOGICAL I/O COMMAND #6 (+/-COMMAND#) LOGICAL I/O COMMAND #12 (+/-COMMAND#) OUTPUT 43 = Overlap C Yellow = J_ ~ ~ ~ IF YE~~OW ON PHASE #5 IS ON NoTEo LOGIC FOR IF YELLOW ON PHASE #7 IS ON NOTE: LOGIC FOR OUTPUT 44 = Overlap C Green ~ YELLOW YEEEOW OUTPUT 47 = Overlap B Red ~c~~ ~ Z ARROW ARROW OUTPUT 48 = Overla B Yellow ~ P CLEARANCE ~ CLEARANCE THIS E~ECTRICA~ DETAIL IS FOR o w z ~ O z J ° U o FROM PHASE 5 ~ FROM PHASE 7 OUTPUT 49 = Over I ap B Green I I ( HEAD 51 I ~ I I ( HEAD 71 I , OUTPUT 50 = Over I ap A Red ~QQ w THE SIGNAL DESIGNo CZ1P_J1__ a Z o ~ ~ ~ OUTPUT 51 = Over I ap A Ye I I ow ~ I I ~ I I ~ ~ SCROLL DOWN SCROLL DOWN OUTPUT 52 = Over I ap A Green DESIGNEDo ~4/11/2P_J11_____________ o Z ~ ~ I I ~ I I SEALEDo 6/6/2PJ11 scALE: NOT TO SCALE ~ I THEN: I ~ I THEN: I o EPROJECT No.: 796542 REVISEDo ~ SET OUTPUT ASSIGNMENT #43 ON SET OUTPUT ASSIGNMENT #q0 ON CONSTR. CONTR. N0. ,Q~ N40085-10-D-5313 ~~o° NAVFAC DRAWING N0. ~ ~ ~ LOGIC I/O PROCESSOR PROGRAMMING COMPLETE 12598770 w ' - - - - - - - SHEET 106 OF 305 W~~ ~Q,c~ ~o~o CZ103 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a D inL in frMETALPLEN 1 es oa o 0 0 PE IAL TE S C NO a The contractor is responsible for veri{ying See ~ Pole that the mast arm attachment height (Hl) Nate 12 ~ will provide the "Design Height" clearance ° MAST ARM LOADING SCHEDULE a 50' from the roadway before submitting final LOADING DESCRIPTION AREA SIZE WEIGHT shop drawings for approval. Verify 1 9 9 31 SYMBOL elevation data below which was obtained SIGNAL HEAD 11.7 25.5" W by field measurement or from available 12"-4 SECTION-WITH BACKPLATE AND ASTRO-BRAG X 74 LBS ro'ect suroe data. PI Y S.F. 66.0" L RISE 5 40' TO SIGNAL HEAD 9.3 25.5" W D X 60 LBS Elevation Data for Mast Arm ROADWAY 12"-3 SECTION-WITH BACKPLATE AND ASTRO-BRAG S.F. 52.5" L APPROX. Attachment H1 ( l ~ 16.3 42.0" W z Elevation Differences for: Pole 1 Pole 2 00 SIGNAL HEAD X 103 LBS le 2 12"-5 SECTION-WITH BACKPLATE AND ASTRO-BRAG S.F. 56.0" L U N w See Notes ~ Baseline reference point at SIGN 5,0 24.0" W ° 11 LBS Foundation @ round level 0.0 ft. 0.0 ft. 4&5 ~ 9 1 ft . RIGID MOUNTED WITH ASTRO-SIGN-BRAG S F 30 0" L ~ N Elevation difference at STREET NAME SIGN 12.0 18.0" W 4 ft . TREET NAME SIGN RIGID MOUNTED WITH ASTRO-SIGN-BRAG S.F. 96 0" L 27 LBS Hi h oint of roadwa surface +0.4 ft. +0.4 ft. H2 g P Y See Elevation difference at Edge of travelway or face of curb -0.8 ft. -0.8 ft. Note 8 8 ft . and 12 LUMINAIRE (Power Door Cobrahead) 6.4 22.0" W AEL ROADWAY SERIES 325 S F 42 0" L 43 LBS H1= 18.5' Maximum 25.6 ft. See Note 7 n~ - _ PEDESTRIAN SIGNAL HEAD 2.2 18.5" W 21 LBS . IX~NL~~ ~ WITH MOUNTING HARDWARE S F X 17.0" L Roadway Clearance Design Height 17 ft I o Minimum 16.5 ft. 9 CAR~~~'o. Terminal • 9 ~ 0 Compartment nt NOTES ~o...oF~ssioti q Q~ l ~ @ 180° Design Reference Material SEAL 0 0 0 032123 - 0 - - 180 1. Design the traffic signal structure and foundation in accordance with: : ~ ~ The 4th Edition 2001 AASHTO Standard Specifications for Structural Supports for Highway NTN NP~.•• C 0 • Si ns Luminaires and Traffic Si nals includin all of the latest interim revisions. ~ O ~o 9 9 9 • The 2006 NCDOT "Standard Specifications for Roads and Structures". The latest addenda to SEAL See Note 7d o these specifications can be found in the traffic signal project special provisions. 270 See Note 7e • The 2006 NCDOT Roadway Standard Drawings. High Point of Roadway Surface • The traffic signal project plans and special provisions. ~~0~ Foundation • The NCDOT Metal Pole Standards located at the following NCDOT website: Base line reference elev. = 0.0' http://www. ncdot.org/doh/preconstruct/traffic/itss/ws/mpoles/poles. html AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 P LE RADIAL RIENTATI N RALEIGH, NC 27607 esign equirements X9,9>8~4-8200 www.aecom.com Elv inViw e a t o e 2. Design the traffic signal structure using the loading conditions shown in the elevation views. These are anticipated worst case "Design loads" and may not represent the actual A/E INFO loads that will be applied at the time of the installation. The contractor should refer APPROVED to the traffic signal plans for the actual loads that will be applied at the time of the 1 ° D ~nL ~n frMETALPLEN 2 90 es oad o 0 0 installation. FOR COMMANDER NAVFAC o 3. Design all signal supports using stress ratios that do not exceed 0.9. ACTIVITY 100 FINAL DESIGN See ~ Pole 4j Note 12 I 4, The camber design for mast arm deflection should provide an appearance of a low pitched PACKAGE SUBMITTAL 45 0 arch where the tip or the free end of the mast arm does not deflect below horizontal when SATISFACTORY TO DATE 06.13.2011 N ' ~ fully loaded. DES SWG DRW EHG CHK SN 1' ' 9' 9' 26' N 5. A clamp-type bolted mast arm-to-pole connection may be used instead of the welded ring «PM/DM» cw/Pv N 00 ~ + o stiffened box connection shown as long as the connection meets all of the design requirements. BRANCH MANAGER 180 Mast Arm 6. Design base plate with 8 anchor bolt holes. Provide 2 inch x 60 inch anchor bolts. CHIEF ENG/ARCH FIRE PROTECTION RISE 5 ~ Direction 7. The mast arm attachment height (H1) shown is based on the following design assumptions: o ~ z a 40' TO ` a• Mast arm slope and deflection are not considered in determining the arm attachment height Z ROADWAY ~ og~ as they are assumed to offset each other. APPROX. B.C. ~ ) b. Signal heads attached to the mast arm are rigid mounted and vertically centered on the arm. z ~ ~ ~ Z 270° c. The roadway clearance height for design is as shown in the elevation views. ~ U z O d. The top of the pole base plate is .75 feet above the ground elevation. Z ~ J z ~ J See Notes e. Refer to the Elevation Data chart for elevation differences between the proposed foundation Q ~ w 4&5 ground level and the high point on the roadway. ~ Z ~ ~ W mw 8 B LT BA E PLATE DETAIL J t I W ~ g. The pole manufacturer will determine the total height (H2) of each pole USING THE GREATER OF w See Note 6 X ~ H2 THE FOLLOWING: ~ ~ m J LL See A. MAST ARM ATTACHMENT HEIGHT (HI) PLUS 2 FEET, OR Q z ~ ~ W >Q~ ~ _ z~° a Q U~ Note 8 B. HI PLUS 2 OF THE TOTAL HEIGHT OF THE MAST ARM ATTACHEMENT ASSEMBLY ~ Q ~ ~w and 12 1 0 Q H1= 20.0 90 c PLUS 1 FOOT. U ~ ~ ~ OJ °i Maximum 25.6 ft. ° ~ See 9. If pole location adjustments are required, the contractor must gain approval from the z W o~ o Note 7 ~ N p` engineer as this may affect the mast arm lengths and arm attachment heights. The oC J > ~ ° ~ i contractor may contact the Signals Structural Engineer for assistance at w ~ m Q ~ Roadway Clearance ° N ~ (919) 773-2800. z ~ Desi n Hei ht 17 ft o g g ~ m N~ Minimum 16.5 ft. N ° N ~ 10. The contractor is responsible for verifying that the mast arm length shown will allow z N Jcn 0° - - 1 0 80 ° ~ proper positioning of the signal heads over the roadway. w W Q Q ° Mast Arm w J z~ 11. The contractor is responsible for providing soil penetration testing data (SPT) to the pole Z ~ m o Direction manufacturer so site specific foundations can be designed. _ ~ ~ ~ B.C. o - Plate width 12. The Contractor shall verify luminaire mounting height o ~ z o Z idth before preparing shop drawings. w J o ~ ~ ~ rr 0 4 270 ~QQ w C~ z ~ See Note 7d o_ aQ~ a w o ~ See Note 7e BASE PLATE TEMPLATE & ANCHOR BOLT NCDOT WIND ZONE 2 (130mph) scA~E: NOT To SCALE ~ High Point of Roadway Surface EPROJECT No.: 796542 ° LOCK PLATE DETAIL Cb Foundation CONSTR. CONTR. N0. o ~ N = ~ For 8 Bolt Base Plate N40085-10-D-5313 N ~ ~ Base line reference elev. 0.0 ~~~o NAVFAC DRAWING N0. ° ~ ~ o 12598771 Elv inViw e a t o e ~w~. SHEET 107 OF 305 ~Q~~ CZ 104 ~a~a 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a D i n t in f r METAL P LE N. es oa o 3 SPECIAL NOTE a The contractor is responsible for veri{ying See ~ Pole that the mast arm attachment height (Hl) Note 12 will provide the "Design Height" clearance ° MAST ARM LOADING SCHEDULE a I 35 from the roadway before submitting final LOADING DESCRIPTION AREA SIZE WEIGHT shop drawings for approval. Verify 1 12 12 10 SYMBOL elevation data below which was obtained SIGNAL HEAD 11.7 25.5" W by field measurement or from available 12"-4 SECTION-WITH BACKPLATE AND ASTRO-BRAG X 74 LBS project survey data. S.F. 66.0" L RISE 5' 40' TO SIGNAL HEAD 9.3 25.5" W D X 60 LBS Elevation Data for Mast Arm ROADWAY 12"-3 SECTION-WITH BACKPLATE AND ASTRO-BRAG S.F. 52.5" L APPR X Attachment H1 ( o ~ 16.3 42.0" W z Elevation Differences for: Pole 3 Pole 4 0O SIGNAL HEAD X 103 LBS le 4 12"-5 SECTION-WITH BACKPLATE AND ASTRO-BRAG S.F. 56.0" L U N w See Notes ~ Baseline reference point at SIGN 5,0 24.0" W ° 11 LBS Foundation @ round level 0.0 ft. 0.0 ft. 4&5 ~ g 1 ft . RIGID MOUNTED WITH ASTRO-SIGN-BRAG S F 30 0" L ~ N Elevation difference at STREET NAME SIGN 12.0 18.0" W 4 ft . TREET NAME SIGN RIGID MOUNTED WITH ASTRO-SIGN-BRAG S.F. 96 0" L 27 LBS Hi h oint of roadwa surface +0.4 ft. +0.4 ft. H2 g P Y See Elevation difference at Edge of travelway or face of curb -0.8 ft. -0.8 ft. Note 8 8 ft . and 12 LUMINAIRE (Power Door Cobrahead) 6.4 22.0" W AEL ROADWAY SERIES 325 S F 42 0" L 43 LBS H1= 20.0' Maximum 25.6 ft. See Note 7 n~ - _ PEDESTRIAN SIGNAL HEAD 2.2 18.5" W 21 LBS . IX~NL~~ ~ WITH MOUNTING HARDWARE S F X 17.0" L Roadway Clearance Design Height 17 ft I o Minimum 16.5 ft. 90 CAR~~~'o. Terminal • 9 ~ 0 Compartment nt NOTES ~o...oF~ssioti q Q~ l ~ @ 180° Design Reference Material SEAL 0 0 0 032123 - 0 - - 180 1. Design the traffic signal structure and foundation in accordance with: : ~ ~ The 4th Edition 2001 AASHTO Standard Specifications for Structural Supports for Highway NTN NP~.•• C 0 • Si ns Luminaires and Traffic Si nals includin all of the latest interim revisions. ~ O ~o 9 9 9 • The 2006 NCDOT "Standard Specifications for Roads and Structures". The latest addenda to SEAL See Note 7d o these specifications can be found in the traffic signal project special provisions. 270 See Note 7e • The 2006 NCDOT Roadway Standard Drawings. High Point of Roadway Surface • The traffic signal project plans and special provisions. ~~0~ Cb Foundation • The NCDOT Metal Pole Standards located at the following NCDOT website: Base line reference elev. = 0.0' http://www. ncdot.org/doh/preconstruct/traffic/itss/ws/mpoles/poles. html AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 P LE RADIAL RIENTATI N RALEIGH, NC 27607 esign equirements X9,9>8~4-8200 www.aecom.com Elv inViw e a t o e 2. Design the traffic signal structure using the loading conditions shown in the elevation views. These are anticipated worst case "Design loads" and may not represent the actual A/E INFO loads that will be applied at the time of the installation. The contractor should refer APPROVED to the traffic signal plans for the actual loads that will be applied at the time of the 1 ° D ~nL ~n frMETALPLEN 4 90 es oad o 0 0 installation. FOR COMMANDER NAVFAC o 3. Design all signal supports using stress ratios that do not exceed 0.9. ACTIVITY 100 FINAL DESIGN See ~ Pole 4j Note 12 I 4, The camber design for mast arm deflection should provide an appearance of a low pitched PACKAGE SUBMITTAL 35 0 arch where the tip or the free end of the mast arm does not deflect below horizontal when SATISFACTORY TO DATE 06.13.2011 N ' ~ fully loaded. DES NJD DRW HLR cHK JWJ 1' ; g' 9' U' N 5. A clamp-type bolted mast arm-to-pole connection may be used instead of the welded ring «PM/DM» cw/Pv N 00 ~ + o stiffened box connection shown as long as the connection meets all of the design requirements. BRANCH MANAGER 180 Mast Arm 6. Design base plate with 8 anchor bolt holes. Provide 2 inch x 60 inch anchor bolts. CHIEF ENG/ARCH FIRE PROTECTION RISE 5 ~ Direction 7. The mast arm attachment height (H1) shown is based on the following design assumptions: o ~ z a 40 TO a• Mast arm slope and deflection are not considered in determining the arm attachment height Z ROADWAY ~ og~ as they are assumed to offset each other. (APPROX.) B,C, b. Signal heads attached to the mast arm are rigid mounted and vertically centered on the arm. z ~ ~ ~ Z 270° c. The roadway clearance height for design is as shown in the elevation views. ~ U z ~ ~ d. The top of the pole base plate is .75 feet above the ground elevation. Z ~ J °z ~ See Notes e. Refer to the Elevation Data chart for elevation differences between the proposed foundation w Q ~ w o 4&5 ground level and the high point on the roadway. Z Z ~ ~ W J 8 B LT BA E PLATE DETAIL g. The pole manufacturer will determine the total height (H2) of each pole USING THE GREATER OF ~ t ~ ~ ~ °0w See Note 6 H2 THE FOLLOWING: ~ ~ m J X =J See A. MAST ARM ATTACHMENT HEIGHT (HI) PLUS 2 FEET, OR ; a ~ ~ W ~o zoo Q 0 Note 8 B. HI PLUS 2 OF THE TOTAL HEIGHT OF THE MAST ARM ATTACHEMENT ASSEMBLY ~ Q ~ ~w and 12 1 0 Q Q H1= 20.5 90 c PLUS 1 FOOT. ~ ~ ~ ~ ~ Maximum 25.6 ft. ° See 9. If pole location adjustments are required, the contractor must gain approval from the z 0 o Note 7 ~ N p` engineer as this may affect the mast arm lengths and arm attachment heights. The oC J J~ ° ~ i contractor may contact the Signals Structural Engineer for assistance at w O m Q ~ Roadway Clearance ° N ~ Z IV ~ (919) 773-2800. _ ~ Desi n Hei ht 17 ft o g g C~ m ~ ~ Minimum 16.5 ft. N ° N ~ 10. The contractor is responsible for verifying that the mast arm length shown will allow z N a ~ 0° - - 1 ° 80 ° ~ proper positioning of the signal heads over the roadway. ~ ~ W z ° Mast Arm 11. The contractor is responsible for providing soil penetration testing data (SPT) to the pole Z ~ m J ~ Direction manufacturer so site specific foundations can be designed. _ ~ B.C. o - Plate width 12. The Contractor shall verify luminaire mounting height o ~ z o Z idth before preparing shop drawings. w J o ~ ~ ~ rr ° 4 270 ~QQ w C~ z ~ See Note 7d o_ aQ~ a w o ~ See Note 7e BASE PLATE TEMPLATE & ANCHOR BOLT NCDOT WIND ZONE 2 (130mph) scA~E: NOT To SCALE ~ High Point of Roadway Surface EPROJECT No.: 796542 ° LOCK PLATE DETAIL Cb Foundation CONSTR. CONTR. N0. ° N = ~ For 8 Bolt Base Plate N40085-10-D-5313 N ~ Base line reference elev. 0.0 ~~~o NAVFAC DRAWING N0. ° ~ ~ o 12598772 Elv inViw e a t o e ~w~. SHEET 1 QFj OF 305 ~Q~~ CZ 105 ~a~a 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a i W PHASING DIAGRAM ~ a ° EXISTING SIGNAL FACE I.D. TABLE OF OPERATION PHASE SIGNAL ~ R o L NOTES FACE 2 ~ A + ~I' 4 S 6 J R R H 1. Refer to traffic signal specs for required pole information. D + ~4 ~ m ~2 6 21 G R Y 2. Reuse existing cabinet and controller for temporary signal I - Y Y 22 G R Y a 12 12 ~ 3. Erect new temporary wood poles and spanwire. PHASING DIAGRAM 41042 R G R ~ 4. Relocate existing signal heads to temporary spans as shown DETECTION LEGEND ~ 2 a G ~ G 61,62 G R Y M V 5. Omit left turn phase and bag head for duration of N H DETECTED MOVEMENT temporary operation. ° ® UNDETECTED MOVEMENT (OVERLAP) 22 21 6. All pavement markings and signals are temporary. 41, 42 UNSIGNALIZED MOVEMENT Bag left turn arrow heads 61, 62 E 3 PEDESTRIAN MOVEMENT TIMING CHART Reuse existing controller FEATURE PHASE ~2 ~4 ~6 MINIMUM GREEN I~ 60 25 60 CAR~~~'o. • ~~~oFESSI~ti -9 q. EXTENSION I - - - - n l'• • •Q MAX GREEN I» 60 25 60 SEAL YELLOW CLEARANCE 3,8 3,9 9,0 032123 RED CLEARANCE 1,3 L0 1.4 '••~~Fi~q~ NGI NEB. ~OP~ WALK I - - - DON'T WALK - - - SEAL SECONDS PER ACTUATION - - - MAX VARIABLE INITIAL - - - 21 22 TIME BEFORE REDUCTION - - - TIME TO REDUCTION - - - MNIMUM GAP - - - A=COM I AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RECALL MODE - - - RALEIGH, NC 27607 (919) 854-6200 www.aecom.com VEHICLE CALL MEMORY - - - DUAL ENTRY - - - 41 A/E INFO APPROVED SIMULTANEOUS GAP ON - ON _ 42 THESE VALUES MAY BE FIELD ADJUSTED. FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL V 62 SATISFACTORY TO DATE 06.13.2011 61 DES EHC DRW SWC CHK SN «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION LEGEND ° ~ z a B Q Z J z 0 ~J 0 J o~ Traffic Signal Head o o 30 ~ Modified Signal Head z ~ ~ c, Cn o ~ Controller & Cabinet ~ U j ~ ~ ° Temporary Wood Signal Pole with Guy Z ; J Z ~ w Q ~ w z ~ ~ Q Z W JZ~' w ~ mO v ~ ~ U 0 w X = ~Z~, J w ~C~ Q ~ ° Q Q = ~ c~ 0 z ~ z U ~ ~ ~ Q Ua ~ ~ J ~ w QQ Z p ~ J w ~ ~ cn w z ~ Jv o. 0 ~ m z W m~ w M Qw N J w~ Z~ o aQ = J N ~ k Z O oQ~ ~ Z O~ 0 0 ~~z ~ O A w J o U ~ ~ 0 ~QQ w ~ ~ z U 0 o_ aQ~ a w c o ~ SCALE: 1 " = 25' o ~ EPROJECT No.: 796542 ° ~0 CONSTR. CONTR. N0. N40085-10-D-5313 25' 12.5' 0 25' S0' NAVFAC DRAWING N0. ~ o o SCALE 1 -25 1 "=25' 1 2598773 ~ ~W~. SHEET 1 ag of 305 ~Q~c~ GRAPHIC SCALES CZ 106 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a PHASING DIAGRAM a 0 EXISTING SIGNAL FACE I.D. TABLE OF OPERATION PHASE SIGNAL ~ R L NOTES FACE 2 ~ A 4 S 6 R R H 1. Relocate existing signal heads as shown D + ~4 m ~2 6 21 G R Y 2. Omit left turn phase and bag head for duration of Y ~ Y 22 G R Y 12 12 ~ temporary operation. PHASING DIAGRAM 41042 R G R ~ 3. All pavement markings and signals are temporary. o DETECTION LEGEND W ~ 2 a G ~ G 61,62 G R Y U U N w O H DETECTED MOVEMENT ® UNDETECTED MOVEMENT (OVERLAP) 22 21 N 41, 42 UNSIGNALIZED MOVEMENT Bag left turn arrow heads o 61 62 ~ ' E 3 PEDESTRIAN MOVEMENT ~ 2 TIMING CHART M Reuse existing controller FEATURE PHASE ~2 ~4 ~6 ~ MINIMUM GREEN I~ 60 25 60 ~~~~F~SSI~NI.9 EXTENSION I - - - n • ~ ~ c • eQ MAX GREEN I» 60 25 60 SEAL YELLOW CLEARANCE 3,8 3,9 9,0 ' 032123 RED CLEARANCE 1,6 1.7 1.5 ~ ~d i ~qN • WALK I - - - DON'T WALK - - - SEAL SECONDS PER ACTUATION - - - MAX VARIABLE INITIAL - - - 21 22 TIME BEFORE REDUCTION - - - TIME TO REDUCTION - - - MNIMUM GAP - - - A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RECALL MODE - - - RALEIGH, NC 27607 (919) 854-6200 www.aecom.com VEHICLE CALL MEMORY - - - DUAL ENTRY - - - A/E INFO APPROVED SIMULTANEOUS GAP ON - ON 41 THESE VALUES MAY BE FIELD ADJUSTED. 42 2 FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL 62 SATISFACTORY TO DATE 06.13.2011 61 DES EHC DRW SWC CHK SN «PM/DM» CW/PV BRANCH MANAGER L CHIEF ENG/ARCH FIRE PROTECTION L LEGEND ° ~ z a B Q Z J z 0 ~ J o~ Traffic Signal Head o 0 ~ ° o °o 3 ~ Modified Signal Head z ~ ° ~ z ~ ~ ~ Controller & Cabinet U W Tem ora Wood Si nal Pole with Gu z Q w o ~ w ~ P ry 9 Y wQ~ Z ~ j~ O Q ~Z~ ~ W o00 J t w ~ U v ~ W X ~ U ~ 7~ m J J ` V7 w ~ z 0 Q Q o g ~ z~ ~ a Q U~ ~ , ~ w U ~ ~ ~ O z U~ ~ az Z z W o U J Q cn N Z w ~ z ~ J~ o ~ c~ m ~ a w W ~ Qw N J w~ Z~ m Qa = J N ~ k O z 0 0 o~Z ~ O OUP wJo U r~ W ~ Q a w V ~ 0 ~ > ~ Z U a o_ aQ~ Q w o ~ SCALE: 1 " = 25' EPROJECT No.: 796542 ~o CONSTR. CONTR. N0. ~O~`~ N40085-10-D-5313 25' 12.5' 0 25' S0' NAVFAC DRAWING N0. N ~ SCALE 1 =25 ~~;o 1 "=25' 1 2598774 ~ ~W~. SHEET 110 OF 305 ~Q~c~ GRAPHIC SCALES CZ 107 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. a 0 °m GROUND MOUNTED METER BASE OPTIONS POLE MOUNTED METER BASE OPTIONS FOR z °m z o~ ° ~ FOR UNDERGROUND ELECTRICAL SERVICE OVERHEAD ELECTRICAL SERVICE ° ~ ° ~ ~Q F-1 ~ H z - - q ~ ~ ~ H z MULTIPLE ELECTRODES ~ H p~ ~ 1 WEATHERHEAD WITH INSULATOR Z~= U y H O~ TRODES SECTIONAL ELECTRODES Q`t rOT1~(A I SEE NOTE 5 ~"~00 r0't1~fA H~~c> I.t_ J O H mz =-I ~ ~ ~Oa=z mz =-I H ~ D I DISCONNECT _ METER ~ ~ v} H -I A - ~ ~ I _.j OO~Z aG 4~ \ Y ~ O O~ C7 ~ i BOX (TYP) BASE / W Z W O O~ O =TIDDm ~ r ; l~ (TYP} f-UQO= =~1Dym 6 -12 6`~~ 2 - MARKER TAPE ~ 6~~ W Q ZQ ~ _ ~ ~ O COMBINATION f ~ ~ i SEE NOTE 5 Q ~ H ~ ~ O 24 Z H ~ ~ ~ ~ - PANEL 1 " METALLIC ' ~ = Z W Z H ~ ~ ~ MIN i ~ 24r! - i QO~OH D MIN = Z W O O H (T~'P) CONDUIT ~ ~ ~ W O J O O #4 OR #6 AWG #4 A MIN I #4 AWG MIN SOLID BARE COPPER WIRE #4 OR #6 AWG SOLID BARE ~ ~I.t_~ J t1= ~ Z ~ _METER BASE OC ©H a n = ~ Z SOLID BARE COPPER WG SO ~ & 2 LB S I SEE NOTE 4 O to p~ ~ WIRE TO POLE GROUND TO EXTERNAL D'. TO EXTERNAL DISCONNECT GROUND BUS COPPER WIRE TO POLE GROUND O O ~ ~ H ~ y D ~ ~ (TYP)COMBINATION PANEL ; Z . H ~ ~ A D~ V ~ i ~ t0 ~-I y HO ~ H ~ ' w ~ METALLIC ~ ~ DISCONNECT BOX O ~ 0 O H , O O PEDESTAL , W O O #4 AWG MIN SO Z SERVICE ~ p Z COPPER WIRE d a O -#4 AWG MIN SOLID BARE O EXTENSION CONDUIT ~ r' O (TYP} Tp ~ _1`" METALLIC CONDUIT & EXOTHERMIC WEl COPPER WIRE #4 AWG MIN SOLID BARE COPPER AWG MIN SOLID BARE COPPER r„ L~ N I SIGNAL ~ ` " 2 LB'S FOR ELEGTRIGAL CONNECTION EXOTHERMIC WELDING WIRE TO ADDITIONAL GROUNDING WIRE TO EXTERNAL DISCONNECT o CONNECTIONS ELECTRODES IF NECESSARY GROUND BUS CABINET - SERVICE T4 CABINET TERMINAL ` ; R ' {TYP) ~ / COMPARTMENT IV ~ EXOTHERMIC WELDING v}i _ , _ _ H CONNECTIONS z ' ~ ~ ~ ~ 2" METALLIC CONDUIT ~ ~ ~/g" COPPER-CLAD GROUNDING ~ SERVICE CONDUIT & 2 LB'S FOR ~ _ r SUPPLIED BY _ SIGNAL WIRES ~ y ~ j -ELECTRODE SECTIONS (TYP) Z ~ ~ UTILITY CO. ~ C ~ ~ W ~ Q ~ m Z WOOD POLE METAL POLE ~ O r O z ~ O MBINATI N PANEL MBINATI N PANEL R ~ ~ H ~ O ~ r CO 0 CO 0 0 ~ ~ ~ r OLL Z ~ ~ H WITH PEDESTAL EXTENSION METER BASE AND DISCONNECT TYPICAL ELECTRICAL CONNECTION DETAIL FOR C7 0. r li H ~8 X 10 MIN COPPER-CLAD -CLAD E„~ N SURFACE MOUNTED ON OVERHEAD SERVICE INSTALLATION Z O m O N GROUNDING ELECTRODES, 10 -20 APART O = 6 X6 TREATED WOOD POST (SHOWN WITH METER BASE AND DISCONNECT BOX OPTION) H ~ _ `-20` APART Z ~ W H ~R J ~ qW r ~ I ~ r, v ~ D o y D Q V W f/? z NOTES m m z 0 Z v o > ~ v UNRESTRICTED SHOULDER m b I oc ac ~o ~ LIMITED SHOULDER RESTRICTED SPACE ~ ° - ~1 ~ d W H < ~ v 1. LOCATE THE METER BASE ASSEMBLY NEAR THE SIGNAL CABINET IN A MANNER ~ Q O v o ~ v w THAT WILL ALLOW EASY ACCESS TO THE SERVICE DISCONNECT. ~ + + t Z y Z M v NEUTRAL - METER BASE Q n v ~ CONNECTION ~ I D ~ ~ 2. FOR GROUND MOUNTED ELECTRICAL SERVICE INSTALLATIONS WHEN POST MOUNTING i H J r In I'~ IS GNOSEN, INSTALL TREATED WOOD POSTS A MINIMUM OF 3 FEET INTO THE ~ / ~ ~ ~ Q m p cn ~ z ~o ..gESSION~• q N GROUND. U 1' ~ H Oz ~H m ~z .0 ~y 3. INSTALL ALL METER BASES AT A HEIGHT NOT TO EXCEED 5 FEET AS MEASURED H ~ n ~ O ~ ~ W SEAL FROM THE CENTER OF THE METER. SEAL ANY UNUSED MOUNTING HOLES ON -I ~ ~ COMBINATION PANELS, METER BASES AND DISCONNECT BOXES. ~ #8 AWG WHITE J~ E• ~ rC ~ ~ ( I ~ ~ ~ ~ ~ ~ ~ 032123 H O #8 AWG BLACK Z v O Z O O ~ 4. INSTALL OVERHEAD ELEGTRIGAL SERVICE ON POLES AS SHOWN WHEN UNDERGROUND DISCONNECT BOX W W v ~ ~ c~ ~ ~ :'e- Z SOURCE IS NOT AN OPTION. COMBINATION PANELS, OR METER BASES AND J ~ .N N N DISCONNECT BOXES MAY BE INSTALLED ON POLES WHEN POLE MOUNTED SIGNAL 120 V SINGLE NEUTRAL BUS ~ z ' CABINETS ARE REQUIRED FOR THE INSTALLATION. DO NOT ROUTE UNFUSED POLE BREAKER • ~ ~ TN N P . OVERHEAD ELECTRICAL SERVICE CONDUCTOR INSIDE OF METAL POLES. #6 MIN AWG SOLID ~ i - BARE COPPER OR W 5. TYPICAL POINT OF DELIVERY FOA UNDERGROUND SERVICE IS INSIDE OF METER #8 AWG WHITE - a ~ GREEN INSULATED PLACE GROUNDING ELECTRODES AT 90° I I SEAL BASE. TYPICAL POINT OF DELIVERY FOR OVERHEAD SERVICE IS AT THE - STRANDED COPPER WIRE WEATHERHEAD ENTRANCE AT THE TOP OF THE SERVICE CONDUIT RISER. #8 AWG BLACK ( ( BONDING BUSHING #4 AWG SOLID BARE SHEET 1 OF 1 _ COPPER WIRE TO SHEET 1 OF 1 SHEET 1 OF 1 PLACE I GROUNDING ELECTRODE i i PLACE GROUNDING ELECTRODES IN A STRAIGHT LINE SHEET 1 OF 1 ~~0~ 1700.01 , ~ SYSTEM 1700.01 1700.02 1700.02 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ~W I N G 1700.02 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N,T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z v om O Qm z H ~ H ~ H ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ G~ ~H Z ,Q~~ ~H Z ,Q "'y DES SWG DRW SWG CHK SN HOB H~=U AHO~p rO~n~tn ~ JOH r0'n~Cn H ~ ~ C> «PM/DM» CW/PV 0 O O t1 = BRANCH MANAGER HZ-I D OOC/)=Z HZ-I D ~p~nm WQz~- ~ ~p~nm Cl) w Q Z ~ CHIEF ENG/ARCH =rnZz'' t-U'°CO~ =~1zD V =fn~0 Q H ~ =t13Q0 Q V ~ 0 H FIRE PROTECTION z H~ r m SPAN WIRE HANGER can H O W z H~ r ~ z ° ~ Q a n O ~ H MESSENGER CABLE (SPANWIRE) oC~' H Q ~ O ~ H =~z 00~~ =~z ~o©~¢ Q Z z z ~g~ J Fyn z •H DT,D ~ > ~ STANDA STANDARD SIGNAL FADE CLEARANGES z ~ H ~ ~ 0 ~ ° ~ H V t0 ~ H H V 00 O ~ Wp ~O O z WRAPPING TAPE OR LASHING WIRE (TYP} n p z O RIGHT OF WAY PHASE G R TO ~ w° z~° z G R ~ G G R R fig- WALK ~~L~K OFF ON r` ~ ~ V ~ O TRAFFIC SIGNAL ANDIOR INTERCONNECT CABLES `-G 1 2 1 2 1 2 1 2 _ ~ ~ z 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 PED I 2 PED I 2 1 2 1 2 CLEARANCE PHASES z Q w O G G G G G Y R Z G Y R G G G G Y R Y R z~~ - - G; ~ ~ G Y R o_ G Y R Y R w Q z ~ R ~R ~ ~R R ~ w R ~ Z ~ w W ~ N m BALANCE ADJUSTER I ~ ~ rn w ~-R w-R• o ~ ~zm J w Q z ~ O D z c c Y R ~ ~ ~Q~ ~ w v ~ ~ o ~ F c r ~ SIGNAL CABLE ~ r c c m H ' Q D H ~ G ~ ,r,~~Y R ~ zoo a 0 0 z to I ~D to R R F R~'' ~ ~ R~R R ~ ~ ~ z U H = ~ H W v = R N r I SIGNAL HEAD ~ N Q R R R R R R R R R R R R R R R H J O~ ~ ~ Qom U~ Q Q C N _ (p F•1 R R R R R R R R R ~ Q ~ H to M R 'R r0~ I ocdJ ~O~ -F; ~R- ~ ,Q w ~ ~ z -F~ ~ -F~- ~ ~ W ~ Z W ~ ~~'v =z Dav . rr~r~ r I ° H ~r>y wa~K FDW DW DW FDW DW DW ~ = W W ~ ~ ~ H ~'1 J ~ ~1 DON'T DW DW DW DW DW DW Q J J w ~ O~ ~ v ~ O D T. ~ WALK Div z~ac n~v oFR OFF OFF ON ON Z~ ~ ~ Z OM ~ _J d d r A ~ ~ ~ J m A ao orv O OFF OFF ON ON ~ ~ H ~ W Q ~ pD cnH~ npD cn Z N ~ ~ =NN NU rtl~H w -wa~K o ~ Z ~ H rn Z FDW _ FLASHING DON T WALK ON'T WALK ~ ~ w W ~ ~ v O H ~ ~ O DW DON'T WALK H a°c ~ ~ J o N J > D ~ O z Z O o Z W a z Z w~ m ~ W m ~ ~ H ~ J N ~ ~ 0 ~ LLQ~ ~ Z 0 ° o o q ~Q F- ? U I s w J o V ~ Q Q w of c ~ ~ z 0 o_ aQ~ a w c SHEET 1 Of 2 SHEET 1 Of 2 SHEET 2 OF 2 o ~ SHEET 2 DF 2 scA~E: NOT TO SCALE O 1705.01 1705.01 1705.01 G 1 X05 ¦ 01 EPROJECT No.: 796542 CONSTR. CONTR. N0. DOT ROADWAY STANDARD N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. ~~~o DWI NG 1705.01 2 OF 2 1 2598775 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ A/~ SHEET 111 OF 305 ~Q~~ N.T.S. TYPICAL `T CZ501 ~ol~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. a 0 v z ° °m O °m z o~ H PREFERRED ALTERNATE H ~ H ~ ~d F-1 ~ H Z / d am '.T,,,s, ~ H Z T,Hp~ ~ ~ Z~ZO Z'HOaD Q r0'rt~tA ~ i tLJOH r0'ri~fA H ~ ~ H z _ p 1" MIN METALLIC CONDUIT O O tl 2 Z H z~= D ~ - 2-WAY PEDESTRIAN -WAY PEDESTRIAN SIGNAL HEAD, ~ ~ d = Z i REQUIRED BY PLANS ~ p O 7D -I FOR PEDESTRIAN SIGNAL CABLE ~ Z ~ O ~ -I AS REQUIRED BY PI Z~ D~ m W d~ D- Z Z~ p A m (AIM AS REQUIRED; 1-WAY PEDESTRIAN SIGNAL HEAD, Z AIM AS REQUIRED} AS REQUIRED BY PLANS f- Cam) ~ O ~ D Z~ f-U~00 Z~ O O I d H N O (AIM AS REQUIRED) ~ = I- Z H z H ~ O ~ ~2" MIN STAINLESS STEEL ~ _ ~ Z W Z H ~ O ~ of O • O O STRAP ON 5 CENTERS (TYP) CJ~~~OJ pz~z ~ ~ ,l ~©~d os~z c ~ D / 1 „ / Z ~ H C{ ~ ~ A POST-TOP MOUNTED BI f-TOP MOUNTED BRACKET WJCENTERPOST O O CA ~ p D /2 STAINLESS f y n WITH 4-1/2" SLIP F: H y 1 ~ STEEL STRAPS {TYP) t0 ~ H -G H y MATCH NUMBER OF SIt i 4-112" SLIP FITTER (TO ~ • 7 z OO ' ~ ~ 1, O WO OO ' z ~ n 0 z ~ ;H NUMBER OF SIGNAL FACES) POST-TOP 4-112" SLIP FITTER d H a ~r-r ~ W 0 ~ r" ~ w 0 % 1/2" MIN METALLIC CONDUIT-~ ®~n ~ ~ FOR LEAD-IN CABLE ~ C.3' _ s`^~` - STANDARD 810-3 (B~ ~IVDARD R10-3 (B-E} x ~ ~ - Z © ~ a""°°~~ ~ 9 x 12 INCH SIGN i ~ H ~ m ~ I E- rn ®WNR CROSS TO MATCH APPLICAT] t 12 INCH SIGN (ARROW MATCH APPLICATION} o Z ~ ~ ~ z v ~ \ in To caass 1-i -I ~ rn P~~ H H p o ~ m f~ ~ ~ ~ m i - PEDESTRIAN PUSH-BUTTC D Z J %2" MIN METALLIC CONDUIT O iii 2 SYRIAN PUSH-BUTTON ~ ~ O Zr,7 ® © FOR LEAD-IN CABLE W ~ O r ~ J D ~ ~ © STANDARD R10-3 B-E C'3 O Z N { ) ~ 11 O J fp N ~ 9" X 12" SIGN Z D N 4-1 /2" O.D. ALUMINUI m y = Q (ARROW TO MATCH APPLICATION} ~ J (!1 N = 2" O.D. ALUMINUM PIPE HAND HOLE Z ~ ~ to ~ O W N N ~ W 0 ~ O ~ PEDESTRIAN PUSHBUTTON ~ W m ~ r d ~ D ~ SHOE BASE, IF TRANSFORMER ~ ~ Q Q~ W HZZ ~ ~Wtn p7ZZ BASE NOT REQUIRED ~ 111 j~!_ Z ' m~'v _ ~ o= H~'° . ~rD fl ac mrD ~ ~ o dJ~ t:n v Z S ~ z Q W ~ S ~ ~ 0 J W f-i Z m ~pn¦uq~~ -Nim° ~ dZH m~v ~ m~s~ ~ Him °A~ h ~ ~ °~~H C A Rol Ct3 M ~ .•oFESSIQN •?9•'•~ rNN NW tnU#H Z io ~ N ~ z NOTE _ ~ Q ° Q~ ~l NSFORMER BASE, IF REQUIRED H SEAL 0 47 ~ F-1 ~ ~ O r TRANSFORMER BASE, r J d 1. CONNECT PUSHBUTTON TO CONTROLLER CABINET USING LEAD-IN CABLE. J Z = ~ 0 32123 ~ c m p z z ~ O BOND PUSHBUTTON HOUSING AND ALL METAL COMPONENTS TO CABINET Z 1a-1 ; THOLE GROUND USING CABLE GROUND. ~ ~ C~j~ FN ~ ~ NOTES W Q O ~ ~ --HANDHOLE q . GINE~.• ~PV.• O H Z C ` 1. CONNECT PUSHBUTTON TO CONTROLLER CABINET USING h ~ LEAD-IN CABLE INSIDE POLE FOR PREFERRED MOUNTING 2. REFER TO ROADWAY STANDARD DRAWING 1743 FOR FOUNDATIONS. W •••••'•.~,TN....N P~ Z BOND PUSHBUTTON HOUSING AND ALL METAL COMPONENTS ) ~ ~ v,J SEAL H r TO CABINET GROUND USING CABLE GROUND. W ~ Z W O 2. MATCH MOUNTING BRACKETS TO MOUNTING REQUIREMENTS. p• ' OTHER APPROVED STYLES OF BRACKETS MAY BE USED. SHEET 2 QF 4 SHEET 2 OF 4 SHEET 3 OF 4 SHEET 3 OF 4 ~~0~ 1705.02 1705.02 1705.02 1705.02 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . ~W I N G 1705.02, 2 0 F 4 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v z ° z ° ~ IN EXISTING PAVEMENT IN EXISTING PAVEMENT ° ~ ° ~ o~ H ~ SATISFACTORY TO DATE 06.13.2011 G~ Fd G~ H z SNOT AT GUTTER) (AT GUTTER} a d d H Z ,Q "'y DES SWG DRW SWG CHK SN H07pD Z~=U DHOO r0-n~tA W JOH rp-n~Cn CONDUIT TRENCHING H o ~ «PM/DM» CW/PV mz N NOTE O ~.=z mz H ~ ~ SAW CUT 3 MIN CURB OR CURB & GUTTER SIDEWALK 0~ ~ H D 36" OR AS DIRECTED ~ 0 ~ BRANCH MANAGER spyprn N ~ ~ Wdz~-x zpDnm ~ BY THE ENGINEER W Q Z ~ CHIEF ENG/ARCH ~ Z D PAVEMENT 12 TRENCH 12 SAW CUT 3 MIN „ ~ U d O ~ D ~ X12 ~ TRENCH 6 q ' ~ Q ~ t3 Z ~ = fJ) O O WIDTH PAVEMENT WIDTH ~ ~ 2 O O O ~ CONDUIT LOCATED BEHIND CONDUIT LOCATED IN FRONT Q O ~ O H FIRE PROTECTION zH-o~-n ~ ~H oW zH~~" NOTE ~ GUARDRAIL OF GUARDRAIL ~ _ ~ Z W o a ~ Q z z Z B per'-' ~ ~ - - - ~WHJ p~H n 2 Z - O n 2 Z THE CONTRACTOR, WITH APPROVAL FROM THE THE w ~ O©fA~ ~ ~ ° J ~ - ~ _ O HOC ~ • ~ 1i r' - - ~ Z , H D b ENGINEER, MAY ADJUST FINAL BURIAL ~ -I y - - I _ _ _ _ _ _ ~ td ~ H ~ -1 y DEPTH OF CONDUITS} IN ORDER TO o ~ ~ Z H o ~ O C~ to H , z r ~ , iv O p, ? O H , TRAVERSE NON-MOVABLE OBJECTS. O ~ REPLACE SUBBASE ~ CONCRETE OR ASPHALT f z CONCRETE OR ASPHALT , W O O o AS REQUIRED MARKER TAPE ~ ~ H o 0 ~ U IN KIND ~ m PATCH TO MATCH EXISTING REPLACE SUBBASE H Z ~ PATCH TO MATCH EXISTING r, d O - IN KIND ~ w ~ ~ ~ W~0 z~o Z z = 0 M O N 1 M UNDISTURBED SUBGRADE ~ z w ~ z L_1 j SLOPE MAY VARY ~ ~ Z z \ J 7 UNDISTURBED SUBGRADE ~ Q L.LJ C ~ BACKFILL z MARKER TAPE BACKFILL z C ~ MARKER TAPE CONDUIT CONDUIT Z BACKFILL ~ ~ Z J Z cl w ~ ~ v m THE REMOVAL OF PAVEMENT BEYOND THE EDGES OF = m w i~_, ~ ~ ~ w ~ m J Q ~ m THE TRENCH, AS SHOWN, WILL NOT BE REQUIRED O v ',A z ~ IF SAID EDGES ARE SAW CUT AND MAINTAINED W Z ~ p ~,-x; CONDUIT{S} WITH TRACER WIRE ~ ~ Z ~ Q ~ ~ ~ W ~ r NEATLY WITH NO SHATTER. ~ ~ r Ill z~° a Q o H H ~ z ~ to Z ~ z U C = IN SIDEWALK OR DRIVEWAY IN NEW PAVEMENT IN EARTH H C = Z ~ ~ ZN H F vN v~ \Q\ z ~ p N D ~ / C ~ ° SIDEWALK 4 THICK PAVEMENT- TRENCH TRENCH MATCH FINISHED GRADE p ° ~ 0 ~RIVEWAY 6 THICK ~ ~ ~ )p CONDUIT TREE NDUIT TRENCHING AROUND NON-MOVABLE OBJECT Q ~ W ? ~ o A ~ WIDTH WIDTH Z ~ ~ Z ~ Z ~ REPLACE ENTIRE SIDEWALK RIGHT OF WAY ~ d ~ o, v ° OR DRIVEWAY SECTION, ~ D O v ° Fl v~ C AS REQUIRED TRENCH ~ Z ~ C 0 FINISHED GRADE ~ ~ ~ Q ~ W M~ ~ N ° CURB QR CURB & GUTTER WIDTH = _ r F ~ ~ ~ MARKER TAPE ~ ~ _ z ~ ~ ~ ~ 6°-12" z W LL ~ 0 c -1 A = ~ ~ ~ N O A z ' r ~ UNDISTURBED EARTH ~ ~ z _ 12 MIN z o ~ H ROADWAY SURFACE ~ a SUBBASE ~ - = z H ~ CONDUITS a ~ Z ~ 'o c°q MARKER TAPE N = Z o , " .!1 c~ z c~ ~ / ~ ~ ~ ~ H ~ H ~ ~ !7i / t H G ~ fA _ ` tr3 t3 z W Q J o ~ ~ J ~ ~ z ~ o -MARKER TAPE BA KFILL C4 ~ z ~ _ ~ m o G z t1 p ° n ~ I ~ ~ W ~ ao ~ ~ W ~ J N 'V ~ ~~'---BACKFILL ~ ~ ~ ~ _ ~ CONDUIT M ~ ~ BACKFILL TO SUPPORT CONDUIT. MINIMIZE ~ w V ~ ~ Z Z ~ a ~ UNDISTURBED EARTH ~ U Z ~ ~-CONDUIT Z ~ ~ t SEVERITY OF CABLE BEND BY PROVIDING Z o Q ~ O GRADUAL TRANSITION FROM CURRENT = ~ LL z ~ ~ ~ MARKER TAPE ~ ~ POSITION TO REQUIRED POSITION. w J o ~ Q a W O ~-UNDISTURBED SUBGRADE BACKFILL ~ > ~ Z o coNDUIT NOTE NON-MOVABLE OBJECT ~ Q ~ Q w 0 0 ~ SHEET 1 OF 2 DIG TRENCH WIDE ENOUGH TO ACCEPT THE REQUIRED SHEET 1 Of 2 SHEET 2 OF 2 SHEET 2 of 2 scA~E: NOT TO SCALE ~ CONDUITS AND TO PERMIT PROPER COMPACTION. 1715.01 1715.01 1715.01 G 1 X15 ¦ 01 EPROJECT No.: 796542 CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. ~~~o ~ DWI NG 1715.01 2 OF 2 1 2598776 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ A/~ SHEET 112 OF 305 ~Q~~ N.T.S. TYPICAL `T CZ502 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. a 0 v z ° ° ~ INSTALLATION CROSS-SECTION ° ~ ° v TWO-BOLT METHOD /rPREFERRED z H H ~ ONE-BOLT METHOD ° ~ ~ H Z Q~ ~ H Z y, H p ~ JUNCTION BOX Z ~ = v D H O ~ 1" SERVICE RISER WITH . ro-n~cn OVER-SIZED HEAVY DUTY ~~pH ' rom-~~' 1" SERVICE RISER DC = U CE RISER WITH WEATHERHEAD WITH WEATHERHEAD W J O H rmi Z -I = D O O a= z H Z = A ~ ~B" SHOULDER EYE BOLT JLDER EYE BOLT WITH ~ O ~ ~ _ ~ O 70 -I ~-BOND ALL METAL CONDUITS TOGETHER ~ Z G7 ~ -I i / CURVED SQUARE WASHERS = O ~,C7 m BONDING CLAMP FOR USING A SINGLE, CONTINUOUS #6 AWG W Q _ = O D n m AND DOUBLE NUTS m Z D METAL CONDUITS (TYP) TCOVER H U 0 0 ~I Z D i iQUARE WASHERS (3" X 3") W Q z LL R 3LE NUTS BURNDY CLAMP (UGG25RS} I ~ ~ ~ U ~ O O D " = O O O SOLID BARE COPPER WIRE Q ~ _ ~ O z , OR EQUZVALENT Q ~ t-1 Z H ~ r ~ ~ ~ 0 W Z i..i ~ r ~'I ~ ~ GALVANIZED 2-HOLE PIPE ~ O 077 ` ~ W H J ~ O O i..~ BURNDY CLAMP ~ STRAPS ON 5 CENTERS '_ED 2-HOLE PIPE „ ~ ( 5/g" SHOULDER ANGLE )N 5` CENTERS ~'8 EYE NUT WITH ~ ~ EYE BOLT WITH CURVED ~ ~ O J . _ ~ Z EARTH z O ©p ~ n = ~ Z ~ (UCG25RS } OR c A D ~ -JUNCTION BOX Z H D D EQUIVALENT- NUTS CURVED SQUARE WASHER \ ~ ~ O N Q NUTS {3" X 3") AND NUT SQUARE WASHER(3 X 3 } p ~ ~ Z ~ H D ~ #67 WASHED STONE ~ FOR CONDUITS ENTERING JUNCTION BOX ~ } D ~ \ / ~ ; z ~ H o H y - -3" MIN TYP O H H y \ r~ ~ O ' 10' MIN a° ( ) THROUGH THE SIDES, SEAL AROUND THE O W p p 0 ' ~ ~*-BOLT Z ~ r CONDUIT WITH NON-SHRINKING GROUT ' 0 Z ~ - ~ ~ d O ~ a BOLT j -L'' ~ , W ~ CONDUIT RISE FROM TRENCH TO JUNCTION BOX 1'• ao ~ - - _ - - ~ a WASHER - ~ N ~ I WASHER ° ~ ~ ( Iii ~ N~ ;_4 ~ BURNDY CLAMP (UGG; NDY CLAMP (UGG25RS}, ~ ~ ~ ~ ~ 3-BOLT CLAMP OR Ei ~OLT CLAMP OR EQUIVALENT - ~ _ 8° TYP _ _ - ~ ~ ~8" SHOULDER ANt SHOULDER ANGLE EYE BOLT WITH ~ BURNDY CLAMP {UGG25RS), C3 4=.- 6 % ~ m ~ CURVED SQUARE Wl URVED SQUARE WASHERS {3"X 3"} 3-BOLT CLAMP OR EQUZVALENT z ~ AND DOUBLE NUTS ALTERNATE CONDUIT ENTRANCE ~ \I ac = rn m SEE NOTE 3 - CONDUIT, O DRIP ND DOUBLE NUTS H ~ O ~ AS REQUIRED O p Z LOOP ~ r FOR COMMUNICATIONS CABLE {FIBERoOPTIC/TWISTED PAIR) INSTALLATION, <L ~ (TYP) o z ~ ~ 0 H USE 45 ELL MAX O H #4 OR #6 AWG MULTIPLE SPANS COMMUNICATIONS CABLE z ~ f13 Z y O (A _ - SOLID BARE I"YP) AT INTERMEDIATE POLE H C = H W ~ _ , COPPER WIRE (TYP} Z TOP VIEW OF COVER N TE D " ~ U3 ~ S Q ~ WIRE STAPLES, 24 ~ ~ o z ~ -I JUNCTION BOX ~ 0 ~ Q -1 SPACING ABOVE 8 FEET ~ ~ qC ~ STANDARD SIZE 1. OTHER STYLES OF JUNCTION BOXES WILL STANDARD SIZE 0 m ~ AND 12 SPACING INS' M ~ JUNCTION BOX BE ACCEPTABLE PROVIDED THEY SATISFY O +7 Q Z BELOW 8 FEET ABOVE 8 INSTALL EYE BOLTS 0 J , 8 ZNCHES APART ~ Q ~ ~ REQUIREMENTS OF SECTION 1716 OF THE ~ Z = ~ GROUND (TYP) VERT Z ~ ~ , NGDOT STANDARD SPECIFICATIONS FOR BONDING CLAMP FOR BOND ALL METAL CONDUITS TOGETHER Q ~ VERTICALLY, MINIMUM ~ 3 BOLT CLAMP ~ ~ W ROADS AND STRUGTURES. USING A SINGLE, CONTINUOUS #6 AWG ~ m ~ 3" MAX D METAL CONDUITS (TYP) COVER p ° i ~ FRRFFI~~ SOLID BARE COPPER WIRE Z M Z Q SHOULDER EYE BOLT , WITH "J" HOOK Q = WITH WASHER, NUTS p -BURNDY CLAMP Q V ~ ° 2. SECURE COVER WITH TWO HEX BOLTS. Q F ~ r ° \ AND ANGLE EYE (TYP) ~ / {UGG25RS Q ~ Q ~ ~AR••O'• • O ~ IG~IRL ~ V ~ i _ _~12 D J 3. INSTALL CONDUIT THROUGH BOTTOM OF z ~ m y t~R EQUZVALENT ~ ~ I- X ~ JUNCTION BOX. AS AN ALTERNATIVE EARTH H _ z Z y N _ m ~ CONDUIT MAY ENTER THROUGH "MOUSE ~ JUNCTION BOX = _ ° N ~ ~ N Z HOLE" INTO SIDE OF JUNCTION BOX. ~ ~ " MIN TYP N ~ z o ~ - r~ ; ~ RAPPING TAPE oR ~ ~ ~ SEA L LASHZNG WIRE {TYP} H O EMBOSSED, IMPRESSED, MOLDED J ~ ~ ~ TO ELECTRICAL ~ OR ENGRAVED LETTERS 4. FOR CURB AND GUTTER SECTIONS, LOCATE RIGAL ~ ~ 032123 MIN " HIGH JUNCTION BOXES A MINIMUM OF 6" BEHIND C'3 O ~ SERVICE METER O ~ BACK OF CURB AND FOR PAVEMENT SECTIONS ~z Z C O BASE OR ~ A MINIMUM OF 2` FROM PAVEMENT EDGE OR #fi7 WASHED STONE- - ~ W 0 ~ DISCONNECT WITHIN RIGHT OF WAY. L 2" METALLIC CONDUIT TO NNEGT COMMUNICATIONS CABLE W = ~••~~~/~'°FNG~N~~'°.PV~•. ~ a Z CABINET OR PULL BOX #4 OR 1 • ~ #4 OR #6 AWG SOLID BARE ~ W ••••°NT N•...N P~~••' N ~ ~ ~ T 5. COIL AND STORE 10 OF TRACER WIRE IN _ ~ 'S7 NDPP1 ALL JUNCTION BOXES WITH FIBER OPTIC ~8° DIA COPPER CLAD STEEL GO UC COPPER WIRE GROUNDING BURNDY CLAMP ~ CONDUCTOR (DOWN POLE TO ~ ~ {UGG25RS} OR NOTE SEAL m FIB E R CABLE. GROUNDING ELECTRODE, DRIVEN GR01 GROUNDING ELECTRODE} EQUIVALENT h ~ INTO UNDISTURBED EARTH WITH ~ P TIC EXOTHERMIC WELDING CONNECTION FOR CONNECTING MESSENGER TO MESSENGER, USE BURNDY CLAMP {UGG25RS}, 3-BOLT CONDUIT, MESSEI BURNDY CLAMP CLAMP OR EQUZVALENT. FOR GONNECTZNG MESSENGER GABLE (TYP)- (UGG25RS), COPPER WIRE TO MESSENGER, USE BURNDY ~ AS REQUIRED SHEET 1 OF 1 OVER-SIZED HEAVY DUTY FOR NON-COMMUNICATIONS GABLE INSTALLATION, SHEET 1 OF 1 SHEET 1 OF 1 3-BOLT CLAMP CLAMP {UGG25RS} OR EQUIVALENT. SHEET 1 OF 1 OR EQUIVALENT ~~0~ 1716.01 JUNCTION BOX usE so° ELL MAX 1716.01 1720.01 1720.01 701 CORPORATE CENTER DRIVE, SUITE 475 DOT ROADWAY STANDARD AECOM TECHNICAL SERVICES, INC. RALEIGH, NC 27607 (919) 854-6200 www.aecom.com . SWING 1720.01 A/E INFO SCALE: N.T.S. TYPICAL SCALE: N.T.S. N.T.S. TYPICAL ~ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL v Z ° z °m - ~ O °m H ~ H ~ H ~ o~ SATISFACTORY TO DATE 06.13.2011 c ~ Q ~ ~ PEDESTAL FOUNDATION TOP VIEW ~ H Z Q ~ ~ H Z #4 STIRRUPS OR TAP VIEW PEDESTAL FOUNDATI©N IN SIDEWALK ¢ ¢ ~ DES SWC oRw SWC cHK SN H O ~ - Z ~ = U ~ H O ~ HELICAL EQUIVALENT H ~ ~ C> «PM/DM» CW/PV r0~-1~ - ti~'OH r0~-1~ HZ-I=~ ' Oda'=z Hz~=~ %2" PREMOLDED lL J ~ H Z J~ EXPANSION JOINT FILLER O O ~ = BRANCH MANAGER o ~ ~ o ~ ~ = O D C} m DEADEND STRANDVISE W Q Q W= = p p C7 m ~ ~ X 18 AI ~ Z CHIEF ENG~ARCH mzD ~ti~ao mzD ~ « X 18" ANCHOR BOLT (TYP} ~ ~SIDEWALK W Q Q V- S 1 Q V~ 0 N FIRE PROTECTION Z ~ E- ~1 N H O W Z H~ r Z'I ~ ~ 3 CLEAR 3" CLEAR (TYP) . - . ~ , ~ 1- ~ O ~ ~z ~ z Q c~°~H GENERAL NOTES ' oc~-HQ c~O~H ~ ' =-IZ pp~ac =~z ~ ' ~ ~ I II ~ L~~H,~ Q Z p ~ B O fJ7 p~ ~ ~ J ' ~ D H ~ D 7 D D 1. GUY EACH SPAN SEPARATELY. GUY CABLE Z ~ ~ i gp~\ ~ ~ H ~ V o PEDESTAL E ~ - ~I z H og~ O PEDESTAL BASE ~ v 0 = Q rn H ~ `i. ~ H O O C 2. USE EYE HARDWARE (EYE BOLTS, EYE NUTS, C W O O O 'O o i ~ Z O ANGLE EYES, EYES, TRIPLE-EYE BOLT ANCHOR ~ p Z O ~ ~ _ ~ R D WITH R NDED R VE IN THE EYE iv W o Z h, ~ z = a s} ou G oa s s PROVIDE A SEPARATE GROOVE FOR EACH / ~ vw ~ ~ w z CABLE TO BE TERMINATED. ~ ~ ~ ~12~ DIAMEI BOLT CIRCLE 123/4" DIAMETER z Q w O BOLT CIRCLE Z ; J Z 3. SEE ROADWAY STANDARD DRAWING 1720 ~ FOR METHODS OF ATTACHMENT AND GROUNDING. w Q Z a W 6-#7 VERTICAL REINFORCING {V BARS} CONDUIT AS REQUIRED @ EQUAL SPACING JIT AS REQUIRED ~ t U W ~ ~ U w ~ I cn W X Q ~ z m J m ~ ~ rn Z O z o z >Qo ~ W W ~ ~ ~ r ~ / ~ o ~ H c~ o N H PEDESTAL FOUNDATION IN EARTH stn /,~~i zN zNtn N EARTH c~ t!i ° z ~ w ~ ~ ~ ~z ~ ° C Z ~ ~'r~ H ~ ~ 0 ~ Z ANCHOR BOLT (TYP}~ rr /iii ~ ~ ~1 MIN NONMETALLIC CONDt, H ~i~~/ N O ~ Z HEAVY HEX NUT TYP iNMETALLIC CONDUIT {TYP) ~ Q• 'Q O ~ ~ Q ~ U \ 1 CHAMFER ~ ~ ~1 / z m ~ ~ J O H FLAT WASHER TOP ~ / 1`" CHAME c n~ A ~ p m Z O r AND BOTTOM (TYP) • s ~ -I ~ Z ~ 'S Z p LEVELING NUT (TYP) - ~ D v ~ t7 ~ ~ ~ GUY GUARD ~ ~ Ov ~ H ~ 2 HEAVY HEX NUTS "3"(TYP} ~ ~ / ~r~ Q III ~ WITH FLAT WASHER pRto oN z o ~ 3 % z to l- to D trvP~ o a iw ~ U z Z~° ~ QQW ~~0 z~ ' ~ a~ ~ ~ ~ °i O r ~ ~ 3-BOLT CLAMP F ~ r ~ ~ ~ _ ~ W Q~° z m ~ ~ CND ~ cny.H r'~D ~ ~Z ~ H ~W'' ~ ~ ~ ~ ~ TRIPLE-EYE B LT THREADED O D ~ H ° I, ~ ~ O ~ H ~ D N N N Z ry/, ANCHOR ROD WITN ANCHOR fA Z ~ t ~P N ~ N~ H HNO ~ L ~ti ~ o z ~ N ~ J Y/ O Q W N o z ~ , ~ - z o 12,~ o ~ ~ ~ W ~ ~ ~ ~ Z W i ~ ~ J N o w ~ z #7 ,~U~ ~ ~ ~ V BAR~~ 3°(TYP) ' .P) oQa o r~~~ A Z TYP ~ ~ i i \ ) L ~ ~ i CONDUIT z ~ ~ z U V CONDUIT AS REQUIRED g Q ~ LLJ c~ ~ ~ ~ 5/ " DIA, X 1 ' PPER LAD ~ > ~ Z g 0 CO C STEEL GROUNDING ELECTRODE o_ D Q Q ~ Q . w ~ WMtN = H(3 OR 5', WHICHEVER IS GREATER WITH EXOTHERMIC WELDING c SHEET 1 Of 3 WM~ = H SHEET 1 Of 3 SHEET 1 OF 1 CONNECTION o Z ° g SHEET 1 OF 1 scA~E: NOT TO SCALE O 1721.01 1721.01 1743.01 G 174 ¦ 01 EPROJECT No.: 796542 ~a CONSTR. CONTR. N0. ,o~~ DOT ROADWAY STANDARD N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. °~~n o ~~~o SWING 1743.01 12598777 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. A4 SHEET 113 OF 305 ~Q~~ N.T.S. TYPICAL CZ503 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 GENERAL SHEET NOTES a a a 1. THESE NCDOT ROADWAY STANDARD DRAWINGS HAVE BEEN REVIEWED AND ADOPTED FOR USE ON THIS PROJECT. a 0 v z m Q~ °m PROJECT REFERENCE N0. SNEET (b. ~Q Sig. ~'H°°~ H~=V m r'°'tt~fn ~ J°H ~ CONVENTIONAL 4-SIDED LOOP o ~ Hz~=p o°a=z ~•z SAW CUT OPTIONS LOOP WINDING METHOD Q F ~ • 7D -I ~ Z D H O On _ ~ ~ D m W d = m o ~ ~ SAW SLOT DEPTH CHART :,HART OPTION 1 OPTION 2 SFINISH p O U {POOR PAVEMENT) li- J d H Z D Z ~ DETECTOR TEST SWITCHES DETECTOR TEST SWITCHES Q U ~ O C7 ~ z ~ x ~ Z = ~ ° O ~ _ ~ Z W x ~ Z D ftl DEPTH OF WIRE TURNS 00~= TURNS `t'S~ LOOP WIRE TAIL W ~ Z 12"-15"~ SECTION TO Q LL = H r ' R,7 ° H TYPE 2070E TYPE 2070E O H LL ° J x y o o (I") 2 3 4 5 G i B II-'~- JUNCTION BOX a V~ O H C>=~Z ~°HQ zH~~m ~ 1,i CONTROLLER CONTROLLER O H ~ n=~~ CANCRETE 2.D 2.0 2.s 2.5 B.D .5 3.0 12"-1&" ~ ~ ~ ~ J CCO~Q p ~ Z ~ ~ ' b y A ASPHALT 2.0 2.5 3.0 3.0 3.0 H 'y a H ~ ~ .0 3.0 A A A A Z H~ z 11/4" CORE DRILL 0D ~ ~ O U ° p FIBEROPTIG CHASSIS FIBER INTERCONNECT CENTER RR PREEMPT & SIGN ~ Lu p °z BIN ALL SAW GUT ~ W ~ d INTERSECTIONS ~ WHEN INSTALLING 2 OR MORE LOOPS IN ~ D v Z ~ CONTROL ASSEMBLY n ° ~ ~ (TVP~ ROLL OUT DRAWER ROLL OUT DRAWER (WHEN REQUIRED) ADJACENT LANES, WIND LOOPS IN o DEPTH ~ - ~.I~ ALTERNATE DIRECTIONS { ~ ~ POWER DISTRIBUTION ~ ~ (r "PDA2" FIBER POWER DISTRIBUTION W ' ~ ° ° ° °PDAZn .I ~ SECTION A - A O PQWER LINE MODEM -I Z CHISEL EDGES SMOOTH N C7 p SURGE PROTECTION ~ F O v m a A O z ~ ~ z LOOP WIRE TWISTING METHOD Q7 H = n ~ IETHOD QUADRUPOLE LOOP o p J Z Z m F m y ~ Q H N INCORflECT WAY TO TWIST WIRE SAW GUT OPTIONS LOOP WINDING METHOD z Z IRE OPTION 1 OPTION 2 m mCz LzD°=° ~ pF` U <x ~ -I ~ ~ OUTPUT FILE OUTPUT FILE a z° m ~ ~ W m o {POOR PAVEMENT) H O q5a FINISH ems'( ~ ~ n~ r ~ z J J v~ LOOP WIRE TAIL START ~ 8"-12° 3'-?~-~ 3' SECTION TO p ~ I ~I.1f JUNCTION BOX W ~ ~ O V=/ H m ~ ° m 1- CORRECT WAY TO TWIST WIRE m0r sd N [~o r Z r Cfi INPUT FILE SERVICE TERMINALS a~ F M D ~ w A A A A p wm111A T [ m o= o~ W wz~pz °GoH z~ 11/4" CORE DRILL H ALL SAW CUT J 01 O FOLD DOWN INPUT PANEL nc+GNO AG- ° Z ~ NOTES - u u ~ ~ ~ ~ p 1. 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O ~ ~ DOT ROADWAY DETAIL N40085-10-D-5313 C N ~ ~ C~Ln~ NAVFAC DRAWING N0. ~ ~'1 ~o ~ ~ ~ ~ O ~ DWI NG 1725D01 3 OF 3 1 2598778 w w ~ SCALE: N.T.S. TYPICAL SCALE: N.T.S. ~ D4 SHEET 114 OF 305 ~Q~~ N.T.S. TYPICAL CZ504 ~o~o 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a a 0 o GONZALEZ BOULEVARD EXTENS D Z CROSS SECTION INDEX a U N w O N ALIGNMENT ROAD NAME NAME SHEET Nl GONZALEZ BOULEVARD -G- CX101 to ~ NUMBER 1 to CX 131 ``~e~~~iu~~~""" N CA Rp ~~R °ESS°%0 %q TANK TRAIL -TT- CX132 to 2 to CX 142 _ aQ~=°~ ~9~°° _ SEAL 22613 ~ TANK TRAIL 2 -TT2- CX143 to McHUGH BOULEVARD -X- CX171 to B 3 to CX 170 ~ W. J E Cj 1 to CX177 SEA A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E WFO APPROVED FOR COMMANDER NAVFAC ncrw~n 100 FINAL DESIGN PACKAGE SUBMITTAL snrisFncroRY To onrL 06.13.201 1 oES JMKD ~Rw JMKD cHK JWJ «PM~~M» CI~II~PU BRANCH MANAGER CHIEF ENG~ARCH FIRE PROTECTION Ha a ° z Zo ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o ~~J Z C~ z Z wQ~ w ~1z~ ~ W w W ~ J w ~ N W z m J JQ~ ~ W z 0 z~~ ~ O Z ~ o~ Q ~ ~ U z W W ~ J ~ w ~ (n z_ ~ m O w W ~ ~ U Qw N J z ~ Q m = J_ ~ Z a o~z o row~ A w z J ° U V ~QQ w a Q U z a o Z Z g scA~E: 1 „ = 10' EPRO~ECr No.: 796542 coNSrR. coNrR. No. N40085-10-D-5313 NAVFAC DRAWING No. 12598779 sHEEr 115 of 305 CX100 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 15 15 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 - - - - - - M TCH EXISTIN MATCH EXIST NG 3'1 20 } N 0.98 GON EZ BLVD 10 10 s+ o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C 25 25 SEA - - M CH EXISTING MATCH ISTING 3•~ 0.34 15 15 GON EZ BLVD A=COM G- AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 6+ 0.00 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 5 5 A/E INFO APPROVED FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a B 25 o- 25°Z?Z ~g~ o 3; v ~ o U c~ Z Z ~vz ~ O wQ~ 15 19 15 w w o - ~~J Z ~ wQ~ W Z Z GON EZ BLVD ~z~ ~ W w ~ J w ~ N W z m J 5 5 50.00 5 Jai ~ W z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ J 30 w ~ (n z c~ 00 ~o 25 25 w w ~ Qw N JJ 20 - - ~ - = J ~ IV ~ V ~ ~ Z ,q 15 ,a.29 15 °a- ~ O A r ~ Z O w Z J ° U V ~QQ w ~ O GON EZ BLVD G- a Q U z a o z Z ~ 5 s oo.oo 5 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598780 SHEET 116 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 101 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 30 30 w a 0 20 20 M CH EXISTING ~'1ATCH EXIS NG 1 D ,x.24 - D ~ O GONZA EZ BLVD 10 G- 0 a v 0 0 30 30 ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%De Nq , 20 ~ ego ti9 e eQ , a 20 - - - - M CH EXISTING MATCH EXIST NG 3'1 SEAL - - 22613 18.38 W. J E Cj C ~ 0 GON LEZ BLV 10 G- SEA 8+ 0.00 0 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED 30 3 O FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 20 - - - - - - TCH EXISTING MATCH EXIST NG 1 20 oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV - BRANCH MANAGER ,9.~ CHIEF ENG/ARCH FIRE PROTECTION B 1 O GON EZ BLVD Ha a G- o- 10°Z?Z ~g~ o 7+ 0.00 v ~ o U ~ z z z = ~vz ~ O wQ~ 0 0 w wo - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn 20 - - - TCH EXISTING MATCH EXIS ING 1 z 00 ° 20 w - w ~ - _ ~ U 0.66 Qw ~ J 15 z ~ Q m GON LEZ BLVD = J Z q 1 p c- q 10 °Q~ o O ~~Z r~ o.oo w z J ° U V ~QQ w 5 a Q U z a o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598781 SHEET 117 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 102 30 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 30 1 2 3 4 5 a a a 25 25 w a 0 15 - - _ 3:1 MA CH EXISTING 0 024 - 3' 1 15 - - ia.az D - - D 5 GONZA EZ BLVD 5 0 a v 0 N 30 30 ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%De Nq , 20 20 ~ ego ti9 e eQ , a SEAL 22613 3~~ MA CH EXISTING 0025 3; ~ W. J E Cj C ~O - ,4.9,- _ - - GONZAL Z BLVD - i - - - ~~'-,,,ea,,.,,,,. 10 SEA +0 .00 0 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED 30 3 O FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 20 r 20 oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER - - MA CH EXISTIN 0.)25 3:1 CHIEF ENG/ARCH FIRE PROTECTION - - - Ha a B B AO - ,5.54- - - ~ GONZA EZ BLVD o- 10°Z?Z - ~g~ o v ~ o U Z Z z = 9+5 .00 ~vz ~ O wQ~ 0 0 w wo - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 20 w w ~ Qw ~ J 1 C MA CH EXISTWG MATCH E ISTI 0.025 `?•~1 - - J z ~ Q 16.36 - = J m ~ Z A ~ 0 GONZAL Z BLVD 10 °a- ~ O A r ~ Z O w z J ° U V ~QQ w 5 s+o .oo a Q U z a o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598782 SHEET 118 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 103 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N 0.014 ' o.oz 4:1 _ 4:1 4:~ _ - - - - _ - - - - 10 - - 3.~ ,z.,~ 0 10 0 ~2+ o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 A/E INFO 20 IN I TERSEC ION IN I TERSECTION APPROVED MATCH ISTING MATCH EX STING 10 - - - - _ - 14.90 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ ~ 11+5 00 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 - - 1 0. o o.o0 3:~ 15 w w ~ Qw ~ J 10 ,4.25 - - A rJ GONZA EZ BLVD _ z~ a - = J m ~ V ~ ~ Z o~z o r0~~ r A w z J ° U V ~QQ w ~ 11+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598783 SHEET 119 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 104 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 a:~ 0.03, 0.03, o.oz ~ 0.02 15 N 4:~ 4:~ - - 5 - - 5 13+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 4•,1 0.05 cO 0.02 ~ 0.02 4. ~ 4:~ ~ ~ - 1 ~ FOR COMMANDER NAVFAC 10 - - Acrlvln 100 FINAL DESIGN - - - PACKAGE SUBMITTAL .85 sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ 0 GONZAL Z BLVD V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 a:~ ° ° o.oz 0.02 15 w w ~ 4:~ 4:) a W N J 10 - m - = J A 5 - - 50 Z 5 ° z o - o q w z J ° U V ~QQ w O GONZAL Z BLVD a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598784 SHEET 120 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 105 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 q:~ o.oso 0.050 0.02 ~ 0.02 4:1 15 N 4:~ _ 5 - - - - - g~ 5 GONZA EZ BLVD 15+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 4:1 0.050 0.02 N 0.02 4:1 4~ 1 - - 10 1 ~ FOR COMMANDER NAVFAC - - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ Q GONZA EZ BLVD V «PM~DM» CW/PV BRANCH MANAGER 14+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 ~ ~ o.oas o.oas o.os o.02 N o.oz 15 w w ~ 4:~ 4:~ - Q w N JJ 10 - = J ~ IV - - ~ Z 5 ``a~ ~ o A -o ~~z r~ A5 - - - - - - - - 41 w z J ° U V ~QQ w O GONZA EZ BLVD a Q U z a o z Z ~ 14+ 0.00 scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598785 SHEET 121 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 106 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v - w o 50 N 15 _ _ _ - - - - 3. ~ - - - - ,~.,6 0.00 o.oz ~ 0.02 a: ~ 3° - - 15 4:) 5 GONZA EZ BLVD 5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED o.oso 3:1 8.1 - - - - o.9sa 0.02 ~ 0.02 4:1 1 O _ - - 13.89 4:) 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL GON EZ BLVD sATISFACTORY To DnrE 06.13.201 1 G- n oES JMKD DRw JMKD cHK JWJ 0 16 00.00 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 0.050 o.oso _ - 15 w w ~ 8.1 0.02 0.02 10 _ - - - 1 Q w N J 3~ Z ~ m = J Z A 5 - 6~ q 5 °Q~ o Q ~~Z r~ O GONZA EZ BLVD w z J ° U V ~QQ w a Q U z a 15+ 0.00 o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598786 SHEET 122 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 107 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v o 15 - - - - - - - - - 3., a:, o.o~ ,8.59 a.o5 - - - - - - 15 3'•~ 4:1 4:1 4:1 4:~ 5 GONZA EZ BLVD 5 18+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 A/E INFO - - 20.37 - - - ~ APPROVED - - - - - 4:1 O.OSO o. so 3 - :1 4:1 4:~ 10 1 ~ FOR COMMANDER NAVFAC ncrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL GONZA EZ BLVD sATISFACTORY To onrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ Q 17+ 0.00 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn _ ? m ~ 15 - _ 0.050 19.33 0.050 3° 15 N 4:1 ° - - w ~ 3:7 0.02 0.02 4:1 4; ~ Q w N J U 10 z ~ Q m = J Z A 5 GONZA EZ BLVD q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 17+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598787 SHEET 123 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 108 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N - - - _ _ _ ~ o.oo~ o.ozo ~0 4. 4;~ 15 - 3., - 16.85 - - 15 3' - - GONZA EZ BLVD 5 5 19+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.o2a o.o2s 4 1 5 FOR COMMANDER NAVFAC 15 - - _ - _ _ a:~ 4:1 4:1 - 3' - - - - - - - - - - - - Acrlvln 100 FINAL DESIGN - - 3.1 - - - - PACKAGE SUBMITTAL ~a.as sATISFACTORY To DnrE 06.13.201 1 5 GONZA EZ BLVD 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 19+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J Jai ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 - - 3:~ 4:1 ~ ~,03~-- q:- 4~,- 15 w N ~ - w ~ ~ s.~2 4: ~ 1 3~ Q w N J 10 z ~ Q m = J A cJ GONZA EZ BLVD Z q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 18+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598788 SHEET 124 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX 109 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 N 20 0.020 0.020 ~ } 20 N 4:1 4:1 4°L 10 ,'.42 3;1 10 GONZA EZ BLVD 0 ```~a~~ a u~~~~~ i N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED M 0.020 0.020 4:1 4:1 4:1 4:~ - - _ _ 3 ~ _ 1 5 FOR COMMANDER NAVFAC 15 - - - - - - - - - Acrlvln 100 FINAL DESIGN 15.91 1_ PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 20+ o.oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn w ~ cn z ~ ~ c~ 00 0 ` _ z N 15 ~ ~ 3:~ 4:1 X9.66 4:1 ~ - - - 15 ~ 3' 1 - w W ~ U Qw ~ J 10 z ~ Q m GONZA EZ BLVD = J Z q 5 q 5 °Q~ o Q ~~Z r~ 20+ o.oo w z J ° U V ~QQ w 0 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598789 SHEET 125 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 110 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 30 30 20 o.ozo o.ozo 4:1 4:1 N 4:1 4~~' 20 - 1523 10 10 GONZA EZ BLVD + , ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED 20 o.ozo o.ozo 4: ~ FOR COMMANDER NAVFAC 4:1 4:1 N 4:1 Acrlvln 100 FINAL DESIGN - - - - - - _ ~ PACKAGE SUBMITTAL t6.tt sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRW JMKD cHK JWJ 1O «PM~DM» CW/PV ~ O GONZA EZ BLVD BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn 20 o.ozo o.ozo z 00 ° 4:1 4. N 4:1 4.:, _ _ 20 w W ~ - - _ ~ 3.1 _ Q ~ Q J 15 _ - - - _ - - - ~ ,~.~9 m - = J A ~ 0 GONZA EZ BLVD Z q 10 °Q~ o O ~~Z r~ w z J ° U V ~QQ w 5 2~+ o.oo a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598790 SHEET 126 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 111 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 o.ozo o.ozo A:1 4:1 N 4:1 4;, 25 N i- - 15 / ,~.,3 - - - - 15 ~ - - - - - - - - - - - GONZA EZ BLVD 5 2a+ o.oo 5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 40 40 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED M 4:1 4:1 :1 20 20 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 ~ O GONZA EZ BLVD 1 O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 23+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 35 35 ? ~ cn 30 w ~ cn z ~ ~ z 00 ° 25 0.020 0.020 N 25 w w ~ 4; ~ Q w N J 20 4:1 q: ~ w 4:1 z ~ Q m = J ~ Z 5 a ~ A - - o O - - ~ ~~z r~ w z J ° U V ~QQ w ~ O GONZA EZ BLVD a Q U z a o z Z ~ 5 5 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598791 SHEET 127 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 112 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 40 40 D D 30 30 ~.~2~ ~.~20 ~ 4:1 4:1 N 4:1 4:~ o a v 0 20 20 GONZA EZ BLVD 25+ 0.00 - - _ - 10 10 - ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM 0 AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 4:1 4:1 25 o.ozo 0.020 4~~' 25 ATE ~NFo APPROVED GONZA EZ BLVD 15 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 25+ o.oo PACKAGE SUBMITTAL - „ 4~ sATISFACTORY To DnrE 06.13.201 1 5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 0 30 ? ~ cn ZrJ 4:~ o.ozo 0.020 N 4.1 4:~ w ~ cn 4.1 z m 20 20 w N ~ ~ W U Qw ~ J ~ 5 GONZA EZ BLVD z ~ Q m _ = J Z 10 - - - - - - 2a+o.oo A - - 10°Q~o - o A - _ ~ z r~ w z J ° U V ~QQ w 5 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598792 SHEET 128 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 113 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 40 40 w a 0 30 0.20 0.02 30 3~~ 3' ~ D D 20 GONZA EZ BLVD 20 0 27+ 0.00 a v 0 10 10 N ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C 40 40 SEA n 0.001 0.020 N 30 4:1 4:1 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com ZO GONZA EZ BLVD 20 A/E INFO APPROVED FOR COMMANDER NAVFAC 10 1 0 _ Acrlvln 100 FINAL DESIGN - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ° Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 o.ozo o.ozo N 30 ? ~ cn 4:1 4:1 4:1 :1 w ~ cn 25 z O cn z m O 20 GONZA EZ BLVD 20 w W v Qw ~ J 15 2s+ o.oo z ~ Q m = J _ ~ Z q ~o _ _ _ 10°a-o O A w J ° U V ~QQ w 5 ' a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598793 SHEET 129 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 114 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 40 40 w a 0 30 0. zo o.o 0 30 D D 20 GONZA EZ BLVD 20 0 28+ 0.00 a v 0 10 10 N ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C 40 40 SEA 30 0. zo o.oz 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 GONZA EZ BLVD 20 A/E INFO APPROVED 27+ 0.00 10 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ o. zo o.ozo ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 GONZA EZ BLVD 20 w w ~ Qw ~ J 15 z~+ s.oo z ~ Q m = J Z q ~o q 10 °Q~ o O - ~ - z J o U V - - ~QQ w 5 - 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598794 SHEET 130 OT 305 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 115 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%0, ~9 - 45 45 ~ ego ti9 e eQ _a o_ SEAL 22613 W. J E Cj C 35 35 '~~--.,ea,,.,,,,. SEA o. zo o.ozo 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 2s+ o.oo 15 ATE ~NFo APPROVED 5 - - - 2, - - B 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 0.20 0.02 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 GONZA EZ BLVD 20 w w ~ Qw ~ J 15 2a+ o.oo z ~ Q m = J Z q ~o q 10 °Q~ o O ~~Z r~ - w z J ° U V ~QQ w 5 - - 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598795 SHEET 131 OT 305 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 116 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%0, ~9 - 45 45 ~ ego ti9 e eQ _a o_ SEAL 22613 W. J E Cj C 35 35 '~~--.,ea,,.,,,,. SEA ~.02~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 so+ o.oo 15 ATE ~NFo APPROVED 5 5 FOR COMMANDER NAVFAC - - - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 0. zo o.ozo 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 GONZA EZ BLVD 20 w w ~ Qw ~ J 15 2s+ o.oo z ~ Q m = J Z q ~o q 10 °Q~ o O ~~Z r~ w z J ° U V ~QQ w aQUz 5 - - - - - - a o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598796 SHEET 132 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 117 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 35 35 w a 0 0. 2~ ~.~2 25 25 D GONZA EZ BLVD 32+0 .00 0 a v 0 N 00 40 40 30 ° 30 o. zo o.oz ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° GONZA EZ BLVD SEAL 22613 C 31+5 .00 W. J E Cj sEA~ 00 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 35 35 ATE ~NFo APPROVED o. zo o.oz 25 2 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV s~+o .oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B - - - - Z o - 00 ~g~ o v ~ o U Z Z z = ~vz ~ O w Q ~ 45 45w wo - ~~J Z ~ w Q ~ w Z Z ~z~ ~ W w ~ J w ~ N W z m J 35 35 Ja~ ~ W z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ GONZA EZ BLVD z 00 ° 15 so+ o.oo 15 w w ~ Qw ~ J 10 z ~ Q m = J Z - ~~z r~ A w z J ° U V ~QQ w o a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598797 SHEET 133 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 118 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 30 30 w a 0 o. zo 0.02 20 20 GONZA EZ BLVD D 10 - - 10 34+ 0.00 0 a - v 0 0 ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%0, ~9 - 40 40 ~ ego ti9e eQ _a o_ SEAL 22613 W. J E Cj C 30 30 SEA o. zo o.ozo 20 20 A=COM GONZA EZ BLVD AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 33+5 .00 A/E INFO APPROVED 00 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 40 4O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a B 30 r o- 30°Z?Z ~g~ o o. zo a.o 0 v ~ o U Z Z z = ~vz ~ O wQ~ 20 20w wo - ~~J Z ~ wQ~ W Z Z GONZA EZ BLVD ~z~ ~ W w ~ J w ~ N W z m J 33+0 .00 JQ~ ~ W z _ _ Z ~ z~° ~ ° o o~ Q ~ 00 ~ ~ w z W ~ J w ~ (n z c~ 00 ~o 40 40 w w ~ Qw ~ J 35 z ~ Q m = J Z q 30 q 30 °a~ o O ~~Z r~ o. zo o.o 0 w z J ° U V ~QQ w 25 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' GONZA EZ BLVD coNSTR. colvrR. No. N40085-10-D-5313 32+5 .00 NAVFAC DRAWING N0. 12598798 SHEET 134 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 - 70 80 _ 90 1 0 1 0 1 0 1 0 CX 119 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 35 35 D D 25 0. zo a.o2 25 0 a v 0 15 15 N 35+ 0.00 5 5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C 40 40 SEA 30 30 A=COM 2~ AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED ~ 0 35+ 0.00 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ 0 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J 40 40 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 0.20 o.ozo w ~ cn z O cn z 00 ° 20 20 w w ~ Qw ~ J 'I FJ GONZA EZ BLVD z ~ Q m = J Z ,q ~ 0 34+ 0.00 q 10 °Q~ o O ~~Z r~ z J o U V w - - _ _ QQ~ z 5 - - - - a o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598799 SHEET 135 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX120 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 25 N 0.004 0.020 N 4:1 3'1 GONZAL Z BLVD 15 - - 15 - - ss+o.oo 5 5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 40 40 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED o. zo o.ozo 3 3. ~ 20 20 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN GONZA EZ BLVD PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 36+ 0.00 oES JMKD DRW JMKD cHK JWJ 10 - - 1 O «PM~DM» CW/PV 11.52 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 35 35 ? ~ cn 30 w ~ cn z O cn z 00 ° 25 0. zo o.ozo 25 w w ~ Qw ~ J 20 z ~ Q m GONZA EZ BLVD = J A 15 - - Z q 15 °a~ o O ~~Z r~ 35+ 2.00 w z J ° U V ~QQ w 10 - - 11.36 a o z Z ~ 5 5 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598800 SHEET 136 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 121 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 30 30 20 o.ozo 0.020 4:1 4:1 `V 4:1 4~ 20 ' 10 - - ,2.99 - - - 10 GONZAL Z BLVD ```~a~~ a u~~~~~ , N CA Rp 38+ 0.00 ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED ~,y N 20 0.020 0.020 N 4. / 20 FOR COMMANDER NAVFAC 4:1 4:1 4:1 Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 _ - - - oES JMKD DRW JMKD cHK JWJ 10 - - - ,z.5o - GONZA EZ BLVD 1 O «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B 37+ 0.00 Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 M w ~ cn z ~ ~ o.ozo o.oso 4:~ O1 41 00 0 4~ z N ~ 20 3~~ 20 w W v a w N J 15 - _ z ~ Q m = J Z A ~O 13.33 - - - - - - - _ _ 5 GONZA EZ BLVD 10~a~~ - _ r ~ Z O o A w z J ° U V ~QQ w a Q U z a 37+ 0.00 o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598801 SHEET 137 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 122 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 25 N 0.020 o.ozo of ;1 15 15 5 GON LEZ BLV 5 G- 39 50.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED N 20 4:1 0.020 O.o20 N 4:1 4:~ 4.:) 20 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 10 - - - ,2.~3 - 1 O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B -G- Ha a ° z 39 00.00 Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 0 w ~ cn z ~ ~ z 00 ° 4:~ 20 w w ~ 20 4.~ 0.020 o.ozo 4.' 4.' Qw ~ J 15 z ~ Q m = J A 10 ,3.,0 - - - ~ Z _ 10°a¢oO A - ~~Z r~ GON LEZ BLVD i w J o U V ~QQ w 5 a Q U z a 38 50.00 o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598802 SHEET 138 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX123 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a N v 0 Oi 20 o.oao o.oao 4:1 VP 4:1 4., 20 N 4:~ 10 ~ - ,2.64 10 GONZA EZ BLVD ~ 41+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.o~ 4:1 VA 15 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 GONZAL Z BLVD 5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV ao+ o.oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z ~ ~ z 00 ° 20 o.ozo 0.002 4:1 4:1 4:1 4, 20 ~ W ~ Qw ~ J 15 z ~ Q m A AO - _ _ _ _ 13.52 = J _ _ _ ~ Z 10 Q ~ O A ° -o ~~z r~ GONZA EZ BLVD w z J ° U V ~QQ w 5 a Q U z a ao+ o.oo o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598803 SHEET 139 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 124 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 N 20 20 N o.oao o.oa0 4:1 ~ 4:1 4:~ q;1 - - - - 10 10 - - - - - 42t 0.0~ 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.oao a.oao 4:1 4:1 4:~ 15 a:~ 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - - - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 5 GONZA EZ BLVD 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH 0.00 FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 a ~o o.oa0 4:1 4:1 ~ ~ 20 ~ w ~ 4:1 Qw ~ J 15 z ~ Q m = J A 10 - _ - ,2.so - Z - ~ q 10 °Q~ o O ~~Z r~ w z J ° U V ~QQ w 5 GONZA EZ BLVD a Q U z a O G- o z Z ~ 41 50.00 0 scA~E: 1 „ = 10' 10 5• 1 ~ , _ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598804 SHEET 140 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX125 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N 15 4:1 o.oao o.oao 4:1 4:1 4~~' 15 11.11 5 5 GON LEZ BLV -G- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED M 4; ~ 15 Q ~ o.oao o.oao a: ~ a: ~ 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 - io.ae 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 5 GONZA EZ BLVD BRANCH MANAGER G- CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ 0.040 r o.oao 4:1 4:1 4:~ z m O 15 4' 15 w w ~ Qw ~ J 10 - - - - _ z ~ Q m = J A 5 - - - 90 Z q 5 °Q~ o Q ~~Z r~ GONZA EZ BLVD w z J ° U V ~QQ w O G- a Q U z a 43+ 0.00 o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598805 SHEET 141 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX126 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N a o.oao 0.°40 4:1 VA 4:1 4; ~ 15 4:~ 15 rJ GONZA EZ BLVD 5 45+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED M o.oao o.oa0 4:1 V ~ 4~ 1 4:1 15 a:~ 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 5 GONZAL Z BLVD 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn ZO N w ~ cn z ~ ~ o.oa0 o.oao 4. ~ v r 4:j 4:1 z 00 ° 15 a:~ 15 w w ~ Qw N J 10 - - - - - - Z~_ Q m 11.90 = J Z A 5 GONZA EZ BLVD q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 44+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598806 SHEET 142 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX127 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N q:1 4:1 pR~ 4:1 4:~ 15 o.oz o.oo~ 15 13.88 5 GONZA EZ BLVD 5 47+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 4:~ 4:1 15 o.ozs o.ozs a: ~ v a: ~ 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - PACKAGE SUBMITTAL 13.40 sATISFACTORY To DnrE 06.13.201 1 5 GONZA EZ BLVD 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 46+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ o.oao o.oa0 4:1 VA r 4:1 4:~ z m O 15 4:' 15 w w ~ - - ~ aW N J 10 - - - ,z.65----- - - ,q 5 GONZA EZ BLVD z ~ Q m = J Z q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 46+ O.OQ a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598807 SHEET 143 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX 128 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N 20 `0..... - MATC EXISTING - - ~ :1 4:1 - - - - - ~ - - - - - - - GONZA EZ BLVD - ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 C 49+0 .00 W. J E Cj sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 MATCI EXISTING RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 - as - - 3:1 n.~s - 15 - - ATE ~NFo APPROVED GONZA EZ BLVD FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 48+5 .00 PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z MATCH EXIS ING VAR. VAR. 4: ~ wUZ 4;~ wQ~ 15 - - - a:~ - - _ - - - ~ C7 > J - 15 Z~w Z v~ 3: 1625 - Z w ~ r2 L.LJ Z U Z W W_ J L ~ I W 1 J w ~ GONZA EZ BLVD N W z m J JQ~ ~ w z O 48+0 .00 z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ ~ J w ~ (n z c~ 00 ~o w W ~ ~ U Qw ~ J 20 Z~ Q m = J A A C - - - - - - - - - MATCH (STING - ~ - 1 J 4:1 VAR. VAR. 4: ~ 4°' - 15 °Q¢ ~ O . _ _ - ~,~z o q w Z J ° U V ~QQ w 1 0 14.51 a Q U z a GONZA EZ BLVD o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 47+5 .00 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598808 SHEET 144 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX 129 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N 20 MATCH EXISTING ~ 1 .90 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° GONZA EZ BLVD SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 4:1 - - t .s3 15 - 3:, 15 ATE ~NFo APPROVED FOR COMMANDER NAVFAC 50+5 .00 Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U MATCI EXISTIN Z Z z = ~vz ~ O wQ~ 15 _ , .33 15 w w o - ~~J Z ~ 3: wQ~ W Z Z ~z~ ~ W w ~ J w ~ N W z m J 50+0 .00 JQ~ ~ W z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ J w ~ (n z c~ 00 ~o w W ~ ~ U Qw ~ J 20 z ~ Q m MATC EXISTING = J - _ - - ~ ~ A 15 - s:~ - Z q 15 °a~ o O ~~Z r~ w z J ° U V ~QQ w 1 O GONZA EZ BLVD a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 49+5 .00 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598809 SHEET 145 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX 130 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N 20 `0.... 9.32 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° GONZA EZ BLVD ` =Q~o ~9l ' ° SEAL 22613 53+0 .00 W. J E Cj C sEA~ MATCH A=COM EXISTIN AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 4:1 ~.a9-- RALEIGH, NC 27607 (919) 854-6200 www.aecom.com 15 - - - 3:i 15 ATE ~NFo APPROVED FOR COMMANDER NAVFAC 52+5 .00 Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U EXISTING - Z = Z Z wQ~ 15 w w o - ~~J Z ~ wQ~ W Z Z ~z~ ~ W w ~ J w ~ GONZA EZ BLVD N W z m J 52+0 .00 JQ~ ~ W z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ J w ~ (n z c~ 00 ~o w W ~ ~ U 20 MATCH ~ ~ - Qw N J Z~ Q m EXISTING = J - - - ~ 4:1 - - ~ .zs - Z A 15 - - q 15 °a~ o O ~~Z r~ w Z J ° U V ~QQ w ~ O GONZA EZ BLVD a Q U z a o z Z ~ 51+5 .00 scA~E: 1 „ = 10' 10 5• 1 ~ EPROSECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598810 SHEET 146 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 ~ 60 70 80 90 1 ~ 1 ~ 1 ~ 1 ~ CX 131 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 20 20 w a 0 :1 o.OZO o.020 4: 10 - 9.99 8.99 D 11.33 D Q TANK TRAIL 0 0 11+ 0.00 a v 0 N ```~a~~ a u~~~~~ , N CA Rp pR oaaa / ; ~ aFESS`%0, ~9 - 25 25 ~ ego ti9e eQ _a o_ SEAL 22613 W. J E Cj C 15 ~ 15 - v ~ 3 4:1 0. 20 0.0 0 4:1 SEA s.sz e. 5 11.51 5 A=COM TANK TRAIL AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com -5 11+ 0.00 5 A/E INFO APPROVED FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O w Q ~ 10w wo - - ~ ~~J Z ~ w Q~ w Z ~z~ ~ W w „.80 ~ J w ~ TANK TRAIL N W z m J 10+ 0.00 JQ~ ~ W z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ J w ~ (n z c~ 00 ~o w W ~ ~ U Qw ~ J 15 z ~ Q m = J A ~p - _ - - - 5 ,,.83 - oaQ ~ Z - 10 Z ~ rorw~ A z J o U V w ~QQ w a Q U z a TANK TRAIL o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 10+ 0.00 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598811 SHEET 147 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX 132 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 4:1 0.020 o.ozo - - - ~0 - _ _ _ s.4s 3.~ - ~ - - 10 } N 9.70 - - 42 ~ TANK TRAIL 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo ~ _ 4:1 _ O.o2o 0.020 4: APPROVED - - ~ ~ ~ o . 3 0 - - g - - - 9.30 5 ,0.20 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL TANK TRAIL sATISFACTORY To DnrE 06.13.201 1 -5 ~z+ o.oo 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 0 - - - - ~ _ s.z~ ~1 o.OZO o.020 4: ~i ~1 - 10 w w ~ 9.15 ~ Qw ~ J 5 ,,.49 z ~ Q m = J Z A ~ TANK TRAIL q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 ~2+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598812 SHEET 148 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX133 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 15 15 N •1 0.020 o.a2o - - - - - - - - - - - - - - - - - - - 5 03~~ 5 8.12 TANK TRAIL -5 _5 14+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo 3;1 0.020 o.o2a APPROVED s.5s 3'1 5 - - - 43 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL TANK TRAIL sATISFACTORY To DnrE 06.13.201 1 -5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 14+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ 10 - - - - ~ 4:1 o.ozo o.ozo 4: z 00 ° ~ ~ 3,~ a.s~ - - 10 ~ w ~ aW N J 5 z ~ Q m = J 68 Z q 0 °Q~ o Q ~~Z r~ A ~ TANK TRAIL w z J ° U V ~QQ w _ QQ~ z -5 - - 13+ 0.00. a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598813 SHEET 149 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX 134 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 20 20 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 31 0.020 0.020 3; ~ 10 ATE ~NFo - - - - - - - - - - - - 1a.oe - - - - - - - s.so - APPROVED zo 0 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN ~ TANK TRAIL PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 15+ 0.00 -10 -1 O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 0 3:1 0.020 0.020 3:~ 10 w w ~ - - ~ Qw N J 5 --.,3 - z ~ Q m = J 8.09 Z A o q 0 °Q~ o Q ~~Z r~ TANK TRAIL w z J ° U V ~QQ w _ QQ~ z -5 - 15+ 0.00 a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598814 SHEET 150 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX135 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 25 25 D D 15 15 0 ~1 a 3.~ v 5 6.» 5 33 -5 16+ 0.00 -5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J 20 20 Ja~ ~ w z o z~~ ~ O Z ~ o~ Q ~ ~ ~ w 0 g.~ 0.020 o.o2a - - - _ - - - - - - - - 18.35 _ - - - - - - .3d9 - - - - 10 ? ~ cn 5 s ~5 w ~ cn z O ~ 28 z 00 ° ~ TANK TRAIL 0 w w ~ ~ U Qw ~ J -5 - - _ z ~ Q m ~s+ o.oo = J Z q -~o q -10°a~o O ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -15 a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598815 SHEET 151 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX136 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 15 N :1 0.020 o.oza - - - - - s.s~ - - - - - 3',~ - - a.s~ 5 ,o.ss 5 TANK TRAIL -5 ~s+ o.oo _5 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED 0.020 0.020 4: - - - - - - - - - - s . ~ a - - - - 3. - 5 s.,8 ss 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL TANK TRAIL sATISFACTORY To DnrE 06.13.201 1 -5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 - --a.-r 4:~ o.ozo _ --o.ozo - - 4: 10 w w ~ - - - ~ Qw ~ J a.aa 3' 5 z ~ Q m 39 = J Z ,q O TANK TRAIL q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598816 SHEET 152 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX137 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 10 o.ozo o.oza 4, ~ 10 e.3a - - - - - - - 3.~ - - 8.48 69 ~ TANK TRAIL 0 19+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 0 - - - - - - - - 3~ .1- - - 0.020 - - 0.020 4: 1 ~ FOR COMMANDER NAVFAC - - - - - - - - - Acrlvln 100 FINAL DESIGN 9.70 - PACKAGE SUBMITTAL 8.70 63 sATISFACTORY To DnrE 06.13.201 1 ~ TANK TRAIL n oES JMKD DRw JMKD cHK JWJ V «PM~DM» CW/PV BRANCH MANAGER 19+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ 4: z 00 ° - ~0 - - - - - - 4:1 - 0.020 - - o.ozo_ - - - - 10 w w ~ s.ea a.sa Qw ~ J 5 ,o.a~ z ~ Q m = J A O TANK TRAIL Z q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 ~a+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598817 SHEET 153 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX138 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 10 o.ozo o.ozo _ _ 10 } N -~1- e.a3 - 3',~ - 7.83 74 Q TANK TRAIL 0 21 + 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED _1 0.020 0.020 4~ 5 - s.os - - - - -3.. 8.05 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 9.40 PACKAGE SUBMITTAL TANK TRAIL sATISFACTORY To DnrE 06.13.201 1 -5 20+ 0.00 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J Jai ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ :1 O.o2o 0.020 4: z 00 ° 10 - 9.26 - - - 3.. - 5 a.2s w ~ ~ U Qw ~ J z ~ Q m 59 = J Z A ~ TANK TRAIL q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 20+ 0.00 a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598818 SHEET 154 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX139 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 Q 4_~ o.ozo 0.020 4: - - - 8.17 - 3. 10 N 7.17 95 ~ TANK TRAIL 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED Q:1 o.ozo 0.02 5 - - ~ a.3s - - - - 3'~ - - 7.39 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 19 PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 'S 22t 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ 0 q;1 0.020 0.020 z 00 ° 4: _ 10 w w ~ Qw ~ J 5 8.61 3'1 ~.6, z ~ Q m ao = J Z ,q O TANK TRAIL q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 2~+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598819 SHEET 155 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX140 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 10 o.ozo o.ozo 10 N 4: _ - - - 7.es 3:1 s.ss ss 0 ~ TANK TRAIL ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED •1 3.•y - - - - - 7.73 3'1 5 6.~3 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 -5 2s+ o.oo 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° O - - - 4:1 0.020 o.ozo 4: 10 w w ~ - - 3. - 5 x.98 6.98 . - - ~ Qw ~ J z ~ Q m 86 = J Z A ~ TANK TRAIL q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 2a+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598820 SHEET 156 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX141 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 15 15 w a 0 5 5 D D 2s+ o.oo 0 a v 0 N 15 15 5 59 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° - T- ` =Q~o ~9l ' ° 25+ 0.00 SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED o.ozo a:, 5 s 3.1 8. 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 83 PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -5 2s+ o.oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° O - - - 4:1 0.020 o.oza 4• - ~J ~s~ 3'1 10 ~ w ~ Qw ~ J z ~ Q m 6.51. = J 70 Z A o q 0 °Q~ o Q ~~Z r~ TANK TRAIL w z J ° U V ~QQ w _ QQ~ z -5 - - 2a+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598821 SHEET 157 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 5 6 7 8 9 1 0 1 0 1 0 1 0 CX142 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 1 0 _ : ~ ~ 11.020. - _ 0.020 _~„r ~ - - - 3. - - - 98 V V O O Q TANK RAIL 2 0 -T 2- 11+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL zo o.ozo o.a2o - sATISFACTORY To DnrE 06.13.201 1 5 N 53 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV v A BRANCH MANAGER CHIEF ENG/ARCH TANK RAIL 2 FIRE PROTECTION B -T 2- Ha a -5 ~ o+ o.oo 5 ~z? Z - ~g° o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ ~ J 15 w ~ (n z c~ 00 ~o 10 _ _ _ 10 w W v Qw ~ J 5 ao z ~ Q m = J TAN TRAIL 2 Z A ~ - r2- q 0 °Q~ o Q ~~Z r~ ~ +oo.oo w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598822 SHEET 158 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX143 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 10 o.ozo o.ozo a: ~ 10 N - 2~ _3'. _ - - - - .80 Q TANK RAIL 2 0 -T 2- 12+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED o.ozo o.ozo - - :1 ~ - 5 - - - - ~ - 5~ s 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN A PACKAGE SUBMITTAL TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 -T 2- -5 ~2+ o.oo 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 o.ozo _ o.ozo _ _ 3: :1 ~ :i 3:1 - ~ - - - - - - - - 10.41 ~ w ~ Qw ~ J 5 - - - N z ~ Q m = J Z A Q TANK RAIL 2 q 0 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w _ QQ~ z -5 11+ 0.00. a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598823 SHEET 159 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 144 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 10 0.020 o.ozo 10 q1 27 ~ v - - O TANK RAIL 2 0 -T 2- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 10 2, o.ozo o.ozo 2~ 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - ~ ~ J PACKAGE SUBMITTAL - - - sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ O TANK RAIL 2 V «PM~DM» CW/PV -T 2- BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 o.ozo o.azo ~y~ 2,'7 10 w w ~ Qw ~ J 5 - ~ - - - - - -65 v - z ~ Q m = J Z A O TANK RAIL 2 q 0 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w _ QQ~ z -5 13+ 0.00 a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598824 SHEET 160 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX145 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 10 o.ozo o.ozo 10 2, 1 b~ 43 m Q TANK RAIL 2 0 -T 2- 15+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 10 o.ozo o.azo 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 2~` 2'7 PACKAGE SUBMITTAL 69 sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ O TANK RAIL 2 V «PM~DM» CW/PV -T 2- BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 o.ozo o.ozo 10 w w ~ as Qw N JJ 5 - - - m 99 = J ~ IV Z ,q O TANK RAIL 2 q 0 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w _ QQ~ z -5 14+ 0.00. a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598825 SHEET 161 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX146 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 10 o.ozo o.a2o ~ 2'7 10 ~ - - - - ~ TANKRAIL2 0 -T 2- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 10 o.ozo o.ozo z •1 ~ 1 ~ FOR COMMANDER NAVFAC - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL N sATISFACTORY To DnrE 06.13.201 1 p I4 O oES JMKD DRW JMKD cHK JWJ O ~ TANK RAIL 2 0 «PM~DM» CW/PV - 2- BRANCH MANAGER 16+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 o.ozo o.ozo 2•~ 10 w w ~ 1 Qw N JJ 5 ~ _ - - W-__ 00--- - o = J ~ IV Z A Q TANK RAIL 2 q 0 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w _ QQ~ z -5 16+ 0.00 a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598826 SHEET 162 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX147 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 10 o.ozo o.ozo 10 1 ~ ~ _N OZ O TANK RAIL 2 J 0 -T 2- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 10 1 o.ozo o.ozo 2~ 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL A _ sATISFACTORY To DnrE 06.13.201 1 ~ 95 A ~ ~ TANK RAIL 2 oES JMKD DRW JMKD cHK JWJ 0 «PM~DM» CW/PV BRANCH MANAGER - 2- CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 o.ozo 0.020 ~'7 10 w w ~ Qw ~ J 5 - - - - - - - - - Z~_ Q A ~ w m = J _ ~ _ Z N A ~ V TANK 'RAIL 2 W q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 -t 2- o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598827 SHEET 163 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX148 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N 10 4~ - - n.oan - o.ozo _ - - - ` ~ 10 10.33 J J 4f W O TANK RAIL 2 0 -T 2- 2 + ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED 10 o.ozo o.azo 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - _ r7- 4~ - - - - - - 4.1 - - _ - - - - - - - - PACKAGE SUBMITTAL V BO J N N sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ 0 TANK RAIL 2 V «PM~DM» CW/PV -T 2- BRANCH MANAGER CHIEF ENG/ARCH +50.0 FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ - z 00 0 10 o.ozo 0.020 10 w w ~ 2 ~ ?'7 5 - - ~ - - - _ Q~ m JJ m33 rn = J_ IV Z ,q O TANK RAIL 2 q 0 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w 19+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598828 SHEET 164 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX149 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N 3:1 0.020 17.51 - - - - 3'1 4:1 4:1 10 10 V V O -T 2- 0 21+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO _ APPROVED - - - n,~.8~ - 0.020 0.0 3;1 10 °:1 4:, 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN o a PACKAGE SUBMITTAL IJ IJ T T sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 n oES JMKD DRw JMKD cHK JWJ O -T 2- V «PM~DM» CW/PV 21+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 - - - - _ 15 w w ~ 95.72 - - - _ Qw ~ J 1 O 3~ 0.020 0.020 3 ~ 4:~ z ~ Q m = J A 5 Z m q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ TANK RAIL 2 -T 2- a Q U z a 20+ 0.00 o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598829 SHEET 165 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 150 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N ~ - - - 15 15 _ - A A A A 5 TANK RAIL 2 5 -T 2- 23+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED - - - :1 A:1 4:1 3:1 15 - - - - - - 20- 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL A A tJ W sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 -T 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 22+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn - z ~ ~ - - _ z m O 15 4,~ 0.020 - 0.020 ---4:1 g~' - 35 15 w w ~ Qw ~ J 10 w w z ~ Q m = J Z A 5 TANK RAIL 2 q 5 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w ~ 22+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598830 SHEET 166 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 151 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N 15 _ _ - - ~ 4:1 -11.420 0.020 _ 4:1 3~ - 15.53 - - - - 15 w N N 5 TANK RAIL 2 5 -T 2- 24+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 3.~ 0.020 18.37 0.020 - - - 15 - - - - - 4:, 4:, -3:~- 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL w sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -T 2- BRANCH MANAGER 24+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ _ - z 00 0 15 _ _ - - - - - 3;,- o.ozo - - .ozo - - - - 4:1 4:1 3'~ 15 w w ~ Qw ~ J 1 O A A z ~ Q m = J TANK RAIL 2 Z A 5 -T 2- q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w 0 23+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598831 SHEET 167 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 152 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 2, o.ozo o.azo 2~ 15 N ~o.aa - - 5 TANK RAIL 2 ° 5 -T 2- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED o.ozo o.azo 10 - q1 - 4:, - ~o.sa ° 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 -T 2- n oES JMKD DRw JMKD cHK JWJ ~ 25+ 0.00 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° - _ ~ ~ W U 15 _ o:a~ - - moo- - 4:, - 3:,- - - - - 15 N ~ - w Qw ~ J 1O N N z ~ Q m = J Z A 5 TANK RAIL 2 q 5 °Q~ o Q ~~Z r~ -T 2- w z J ° U V ~QQ w ~ 25+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598832 SHEET 168 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 153 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 2,~ o.ozo 0.020 2. 15 N ~ m - - - - - ~ s~ - - - - 5 5 ~ TANK RAIL 2 - 2- ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED o.ozo o.a2o 21 10 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - ~ m PACKAGE SUBMITTAL V sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 n oES JMKD DRw JMKD cHK JWJ 0 _ 2_ V «PM~DM» CW/PV BRANCH MANAGER 27+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 0.020 o.a2o 15 w w ~ 7;1 27 Qw ~ J 10 z ~ Q m = J _ - - 5~a~~z - o -o o A ~~z r~ 5 - - - - - ~ TANK RAIL 2 w z J ° U V ~QQ w O -T 2- 26+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598833 SHEET 169 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 154 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N ~ - - 020 0.020 - - - 4:1 3:1 ~ 15 ~ 4~. ~ 15 ~ A A A ~ TANK RAIL 2 5 -T 2- 5 29+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 _ _ _ 0.020 o.a2o 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN 3~ ~ _4:1 _ PACKAGE SUBMITTAL 13.96 - sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 -T 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 28+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 o.ozo o.ozo 2~ 15 w w ~ Qw ~ J 10 z ~ Q m V = J - ~ Z 0.0~ ~ A 5 ~ TANK RAIL 2 ~ q 5 °Q~ o Q ~~Z r~ O 2 w z J ° U V ~QQ w 28+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598834 SHEET 170 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 155 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N UA20 - 0.020 - - - 3.~ 3r - 4:1 15 _ - - 15 N N ~ ~ ~ V t0 TANK RAIL 2 5 -T z- 5 so+ o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED $-T - q:Y - - -4. -3.q 15 ,9.46 - _ 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN _ - - ~ - PACKAGE SUBMITTAL ~ ~ N TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRW JMKD cHK JWJ 5 -T 2- 5 «PM~DM» CW/PU 30+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z m ~ 15 3:~ 4:1 --II.O .OZfY---~-1 3.1 19.44 - 15 w N ~ 1 N Q W N 10 ~ - - - 0 Z ~ Q m = J TANK RAIL 2 Z q 5 -T 2- q 5 °Q~ o Q ~~Z r~ 29+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598835 SHEET 171 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 156 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N r 0.020 o.a2o - 4:1 15 - _ - 14.08 w TANK RAIL 2 5 -T z- 5 s2+ o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.ozo o.azo - - - - -<r7 3;r 15 4.1 - - - _ 1 5 FOR COMMANDER NAVFAC - _ Acrlvln 100 FINAL DESIGN - - - 16.03 PACKAGE SUBMITTAL - - ~ ~ - - TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 rj -t 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 31+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 - - - w ~ cn 0.020 ~ - - U.U20 3' - - - ? ~ cn c~ 00 0 4:1 4: ~ z 15 - ,9.Zo - 15 w w ~ ~ U - - - N Qw ~ J 10 _ _ z ~ Q m TANK RAIL 2 = J A 5 -T 2- Z q 5 °Q~ o Q ~~Z r~ 31+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598836 SHEET 172 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX157 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N _ 0.020 _ OA26 - - 3.1 - - 15 - - - 4:, - 15 - ,~.o, A A <T <!N TANK RAIL 2 5 -T 2- 5 33+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 _ _ _ _ _ - - - - - - - o~ozo - - 0.020 - _ _ - 3: 4:1 4:1 _ 1 5 FOR COMMANDER NAVFAC - - Acrlvln 100 FINAL DESIGN p A PACKAGE SUBMITTAL w X4.02 W sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 5 -t 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 33+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ o.ozo o.azo q~1 4:1 - - z 00 0 15 _ _3: _ - - - 15 w N ~ w ~ U - _ Qw_ N J - - ~ ~a.oo g 10 z ~ Q m = J TANK RAIL 2 Z q 5 -T 2- q 5 °Q~ o Q ~~Z r~ 32+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598837 SHEET 173 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 158 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 25 N 15 - - - - - - - - - - - - - - - 3:' na o.ozo ~ .a o.02o Q:i 3. - - - 15 w w 5 TANK RAIL 2 5 -T 2- 35+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 - - - - - - - - - - - 3.,- - - 0.020 o.a2o , - 4:1 4:1 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL A ? O sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -T 2- BRANCH MANAGER 34+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 - - 15 - - - - - - - - - - 3.~ - - - 0.020 0.020 3'1 w ~ cn - _ _ z Om ~ 4:1 4:1 - ~ O ~ 15 z N - ~ W U Qw ~ J 1O A w w w z ~ Q m = J TANK RAIL 2 Z A 5 -T 2- q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 34+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598838 SHEET 174 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 159 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 - - 20 N - - o.ozo ~2o.a2 o.ozo ~ - _ _ - - 3 y 4:1 4: 10 " w ~ f!N 10 Qi TANK RAIL 2 ~ 36+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 - - ~ - -0.020 ,9.29 o.a2o _ _ 3' 4:1 4:1 3:1 1 5 FOR COMMANDER NAVFAC 1 _ Acrlvln 100 FINAL DESIGN - - PACKAGE SUBMITTAL w w sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -T 2- BRANCH MANAGER 36+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 20 w w ~ Qw N JJ - - -o.~ - 15 - 3~, 4:1 4:1 3:1 ,~.o = J ~ IV A ~ p w - ~V~ ~ Z t!N 10 °a- ~ O A r ~ Z O w z J ° U V ~QQ w cJ TANK RAIL 2 _T 2- a Q U z a o z Z ~ ~ 35+ 0.00 0 scA~E: 1 „ = 10' 10 5~ 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598839 SHEET 175 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 160 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 25 N - 3:721.15 3:1 15 0.020 o.a2o 4:1 4.1 15 A ? 5 TANK RAIL 2 5 -T 2- 38+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED - -3.' '2120 3:1 15 o.ozo o.azo 4:1 4:1 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL w N N sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -T 2- BRANCH MANAGER 37+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 - - - - - - - - _ _ 3. ~ 20.65 3:1 - 20 w w ~ - ~ Qw ~ J 15 q:1 0.020 0.020 4' z ~ Q m = J A ~ o w Z V q 10 °Q~ o O ~~Z r~ w z J ° U V ~QQ w cJ TANK RAIL 2 -T 2- a Q U z a ~ 37+ 0.00 o z Z ~ 0 scA~E: 1 „ = 10' 10 5~ 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598840 SHEET 176 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 161 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 35 35 0 a v 0 25 25 N - - - -3' _ - q1 - - 0.020 0.020 4. 15 ' 15 A A N N TANK RAIL 2 5 -T 2- 5 39+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 30 30 ATE ~NFo APPROVED _ 20 FOR COMMANDER NAVFAC 20 - Acrlvln 100 FINAL DESIGN 3 ~ 0.020 - - 0.020 3~1 PACKAGE SUBMITTAL 4:1 4: ~ sATISFACTORY To DnrE 06.13.201 1 A ? V 10 1 O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV TANK RAIL 2 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 39+ 0.00 Ha a ° z Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn 3' 4, _ - 0.020 20.73 0.020 4. 3~, - - - - z 00 ° - - - 20 w w ~ ~ U Qw ~ J 15 z ~ Q m = J A A Z q ~o N N q 10 °Q~ o O ~~Z r~ w z J ° U V ~QQ w 5 TANK RAIL 2 -T 2- a Q U z a 38+ 0.00 o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598841 SHEET 177 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 162 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N o.ozo o.ozo 7:~` ?'7 1 0 - - - - - - - - - - W - - - , 4.53 A 10 ° TANK RAIL 2 -T 2- 41+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 - ,zso 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL A A N sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 5 -T 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 40+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 - 20 w w ~ - - +7 4:1 0.020 0.020 4:' 3'1 15 fT N = J ~ IV A ~p ~ Z 10 °a- ~ O A r ~ Z O TANK RAIL 2 w z J ° U V ~QQ w 5 -T 2- a Q U z a 40+ 0.00 o z Z ~ 0 scA~E: 1 „ = 10' 10 5~ 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598842 SHEET 178 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX163 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 o.ozo o.ozo 21 ~'7 10 - - - - - ,2.52 10 TANK RAIL 2 42+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 35 35 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.ozo o.ozo 15 21 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 5 - 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV a2+ o.oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° 20 o.ozo o.ozo 20 w w ~ Qw ~ J 15 ~1 z ~ Q m = J A ~o - - - - - - - - ~ V a ~ Z 10 °a- ~ O A r ~ Z O ~ TANKRAIL 2 w z J ° U V ~QQ w 5 -T 2- a Q U z a 41+ 0.00 o z Z ~ 0 scA~E: 1 „ = 10' 10 5~ 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598843 SHEET 179 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX 164 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N o.ozo o.azo 15 4:~ 4: ~ 15 A ~4.~2 N TANK RAIL 2 5 -T 2- 5 44+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.ozo o.ozo 4:1 15 '"1 1 5 FOR COMMANDER NAVFAC _ - - - - - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL - - - - - N - - - 13.67 AAi TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 5 -T 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 43+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ o.ozo o.ozo z 00 ° 15 21 15 w w ~ - - Qw ~ J 'I O - - - - - - - - ~ TANKRAIL 2 z ~ Q m = J Z A 5 -T z- q 5 °Q~ o Q ~~Z r~ 43+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598844 SHEET 180 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX165 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N o.ozo o.ozo 15 _ - _ - _ - _ _ 4:1 4:1 N 14.01 p TANK RAIL 2 5 -T 2- 5 45+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED o.ozo 0.020 15 - _ 4:, 9:1 1 5 FOR COMMANDER NAVFAC _ - - - - - - ~ - - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL N ~4.~2 ° sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 5 -T 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 45+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ 0.020 o.ozo z 00 ° 15 - - 15 w w ~ Qw ~ J - - - - - A 14.15 ° 10 N z ~ Q m TANK RAIL 2 = J Z q 5 -T 2- q 5 °Q~ o Q ~~Z r~ 44+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598845 SHEET 181 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX166 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N 15 - - - - - - - - 4:, _ _ 0.020 _ 0.02o q:i 3:1 A 15.59 \ ~ ,'a ~ N fT N TANK RAIL 2 5 -T 2- 5 47+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED N 0.020 0.020 15 4:~ - - 3:1 ~ - - - - - - 'c 1 5 FOR COMMANDER NAVFAC - - Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL - - ~ ~ 13.78 w sATISFACTORY To DnrE 06.13.201 1 TANK RAIL 2 5 -t 2- 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV 46+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ o.ozo o.ozo z 00 ° 15 4;, 4:, - - 15 w N ~ - ~ w ~ Qw ~ J 1O _ _ ~ - - 13.85 z ~ Q m = J TANK RAIL 2 Z A 5 -T 2- q 5 °Q~ o Q ~~Z r~ 46+ 0.00 w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598846 SHEET 182 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX167 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N q:1 0.020 0.020_ _ - - - 10 ,'.96 N N 10 -T 2- ~ 48+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 ~ - - - - - - - - - - -3:~- ~ - 0.020 - - - o.a2o _ - - ~ _ 1 5 FOR COMMANDER NAVFAC - - Acrlvln 100 FINAL DESIGN 15.75 PACKAGE SUBMITTAL w w V sATISFACTORY To DnrE 06.13.201 1 5 TANK RAIL 2 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV -T 2- BRANCH MANAGER 48+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ - - - z 00 15 - - - - - - - - - r - - o.ozo _ _ o.ozo - - 15 w w ~ 16.06 4:1 / 10 / aW N J U m V Q v = J w ~ Z TANK RAIL 2 ,~U~ ~ A 5 -T 2- o~z o r0~~ r A w z J ° U V ~QQ w ~ 47+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598847 SHEET 183 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX168 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 ~ 16.13 ~ - /r ~ J ~ O - - ~ TAN TRAIL 2 10 - - - 2- 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED - 1 ~ FOR COMMANDER NAVFAC 10 - - ,3.oa- - - TAN TRAIL 2 Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 ~ 49 50.00 n oES JMKD DRw JMKD cHK JWJ V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 - - ~ ~ _ _ - _ o.ozo o.ozo - - - - _ _ ~ 15 w w ~ ~ Qw ~ J 10 ,3.8, z ~ Q m W = J V Z A 5 TANK RAIL 2 q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w O -T 2- 49+ 0.00 a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598848 SHEET 184 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX169 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 - - ATE ~NFo APPROVED 15 - ,e.so 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL TANK RAIL 2 sATISFACTORY To DnrE 06.13.201 1 - 2- 5 51 00.00 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 ~ - z ~ ~ 15 - - - ,~.2, - - - 15 w N ~ ~ ~ O TAN TRAIL 2 ~ J U w aW ~ z ~ Q m = J - 2- Z LLQa ~ A 5 5 +50.00 o~z o r0~~ r A w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598849 SHEET 185 OT 305 1 0 1 0 1 0 1 0 9 8 7 6 5 4 3 2 1 1 2 3 4 5 50 60 70 80 90 1 0 1 0 1 0 1 0 CX170 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 35 35 D D 25 25 MATCH IN INTE SECTION 0 EXISTING ~jgT~N W/ D VEWAY ~1 a v 0 .8T-- - - 15 15 N 5 5 o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 - _ .ar=~ - 15 - RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 ATE ~NFo APPROVED FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a B 30 o- 30°Z?Z ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ 20 20w wo - ~~J Z ~ - .oa=-=T----- - - 30 - - - Z ~ Z way W ~z~ ~ w w J w ~ W ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w z W ~ ~ J w ~ (n z c~ 00 ~o w W ~ ~ U Qw ~ J z ~ Q m = J Z q 2s q 25 °a~ o O ~~Z r~ w z J ° U V ~QQ w 20 ~ _ -c - - - - - - - - aQU z a o z Z ~ 15 15 sGA~E: 1 „ - 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598850 SHEET 186 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 171 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 25 25 N 4:1 _ o.oa o.oa~ 15 _ 3~~ CHUGH OULEVA D 5 5 ~s+ o.oo ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 4:1 _ o.oaa o.aa1 15 - - . s= 4: ~ CHUGH OULEVA D 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 5 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV ~2+ o.oo BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ 7 wQ~ W L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 30 30 ? ~ cn 25 w ~ cn z O cn z 00 ° ZO - - - 4:1 o.oa7 20 w w ~ - _ - 0.045 15 ~ - ~ = J ~ IV Z q 10 °Q~ o O ~~Z r~ 10 CHUGH OULEVA D w z J ° U V ~QQ w 5 ~2+ o.oo a Q U z a o z Z ~ 0 0 scA~E: 1 „ = 10' 10 5~ 1 ~ 2 ~ EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598851 SHEET 187 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 172 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 30 30 0 a v 0 20 20 N 4:1 o.oa~ o.oaa i .2'7- - 4:1 10 ~ 10 CHUGH OULEVA D Q 14+ 0.00 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 25 25 ATE ~NFo APPROVED 15 q:~ _ o.oa _ o.aa, 1 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN . 2- 4:1 i - _ _ PACKAGE SUBMITTAL i 3:~ sATISFACTORY To DnrE 06.13.201 1 5 CHUGH OULEVA D 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER 14+ 0.00 CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn 20 w ~ cn z ~ ~ z 00 ° 15 n:~ o.oa _ o.oa, .53- - 4:1 15 w w ~ - ~ i 3;~ 10 - - - _ ~ Qw ~ J z ~ Q m = J A 5 CHUGH OULEVA D Z q 5 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w ~ 13+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598852 SHEET 188 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 173 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 25 25 0 a v 0 15 : ~ - o.~, o.~, 15 N 13.63 - - - - _ - 4:1 5 5 CHUGH OULEVA D + . ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 30 30 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO 3,.~ I INTERSECTI N APPROVED 0.041 1 ~ FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN - - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ 0 15+ 0.00 V «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 25 25 ? ~ cn w ~ cn z ~ ~ 20 IN INTERS CTION IN INT RSECTION z 00 ° 15 0.0~, o~, 15 w w ~ - - .r= - - Qw N JJ 10 - = J_ ~ IV ~ Z ,q 5 CHUGH OULEVA D o~z o r0~~ r A w z J ° U V ~QQ w ~ 15+ 0.00. a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598853 SHEET 189 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 174 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 20 20 N 7 6:1 ~ ~ o.osa o.oas 10 - - - a:, i ~.so 5 - 10 g;1 ~ O CHUGH OULEVA D 0 17+ 0.00 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 20 20 A/E INFO APPROVED r g:1 ~ o.oai o.aai FOR COMMANDER NAVFAC 10 ,z.sa - . a- a:i 3:~ ~ CHUGH OULEVA D 1 0 _ Acrlvln 100 FINAL DESIGN - - - - PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 n oES JMKD DRw JMKD cHK JWJ 0 V «PM~DM» CW/PV 17+ 0.00 BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U Z Z z = ~vz ~ O wQ~ w w o - ~~J Z C~ z _ Z wQ~ W ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn w ~ cn z ~ ~ z 00 ° w ~ 3;1 ~ 5 - 10 w - U - ~W N J CHUGH OULEVA D w J m ~ Z q o o~z o r0~~ r A ~s+ o.oo w z J ° U V ~QQ w a Q U z a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598854 SHEET 190 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 175 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 20 20 0 a v 0 10 ~ o.o~ a.o3o _ 6:1 - ~1 10 7.93 O CHUGH OULEVA D 0 ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ 25 25 A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com 15 15 ATE ~NFo APPROVED 1 :1 ~ 0.007 0.020 5 9.oa 7 ~ 3.~ - 5 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL CHUGH OULEVA D sATISFACTORY To DnrE 06.13.201 1 -5 ~s+ o.oo 5 oES JMKD DRw JMKD cHK JWJ «PM~DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J Jai ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ ~ 6:~ ~ 0.023 0.023 z 00 ° 10 a: ~ 10 w w ~ ~ U 10.29 3 3~~ ~ 5 aW N J - - z~ Q m = J A ~ CHUGH OULEVA D Z q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 ~s+ o.oo a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598855 SHEET 191 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX 176 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a a a 0 D D 0 a v 0 N ```~a~~ a u~~~~~ , N CA Rp ~~R °ESS°%0 %q °F ° ` =Q~o ~9l ' ° SEAL 22613 W. J E Cj C sEA~ A=COM AECOM TECHNICAL SERVICES INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED 20 20 FOR COMMANDER NAVFAC Acrlvln 100 FINAL DESIGN PACKAGE SUBMITTAL sATISFACTORY To DnrE 06.13.201 1 10 1 O oES JMKD DRW JMKD cHK JWJ «PM~DM» CW/PV z== - T- BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION Ha a ° z B Zo - ~g~ o v ~ o U ~ z z z = ~vz ~ O w Q ~ w w ~ - ~~J Z C~ z _ 7 w Q ~ w L ~z~ ~ W w ~ J w ~ N W z m J JQ~ ~ w z O z~~ ~ O Z ~ o~ Q ~ ~ ~ w 20 20 ? ~ cn 15 w ~ cn z ~ ~ z 00 ° 10 - 0,4 0.06 10 w w ~ - _ ~ Qw ~ J 5 - - - z3s 3;1 z ~ Q m = J Z A ~ CHUGH OULEVA D q 0 °Q~ o Q ~~Z r~ w z J ° U V ~QQ w _ QQ~ z -5 19+ 0.00. a o z Z ~ scA~E: 1 „ = 10' 10 5' 1 ~ 2 EPRO~ECT No.: 796542 1"=10' coNSTR. colvrR. No. N40085-10-D-5313 NAVFAC DRAWING N0. 12598856 SHEET 192 OT 305 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 60 70 80 90 1 0 1 0 1 0 1 0 CX177 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a GENERAL SHEET NOTES a 1o FOR EROSION CONTROL, REFER W l \ s \ TO SHEETS CG101 TO CG108o ~ % r \ ~ ~ ~ 2. MAINTAIN 10' HORIZONTAL- & 18' ~ \ ~ ` WETLAND LINE~i - G \ ~ / FM c q VERTICAL- SEPARATION BETWEEN z `7 2+42.79 i ~-~=£-z a PC gTA• ~ WATER LINE & OTHER UTILITIESo B 1 ~ j ~ Cj SS ~ D F; , . 0 BOULEVARD ~ m GONZAL o ~ /C J U ~ i ~ a ~ U ~~^A O N vJ O O ~ PC STA. 10+ i i sv w i y O N w ~ V r. N 21° 0 3~~ E PI STA. 10 1. ~ w W ~ - - / - - - - - w - - W 'A ~ - ~ - W .V ~ POT STR~. O\OO _ - I _ _ - - SHE ~ ; ; OHE _ \ OHE ~ E OHE ~ _ ~ W v Q V - ADJUST MANH LE - ~ - 7' FROM - OHE ~ ~ ~ V./ _ ~ W ~ - TOP ELEVATIO ~ ~ - / EOP ~ ~I--" 12"X45° RJ BE Ci ~ ~ OHE Z = ~ ~ ~ ~ ~ ~ c ~ ~ / / ~ 12" WATER MAI VATER MAI V \ ,,,11CA,,,,, ~ ELECTRIC-SEE SHE ~~~G I FM 12" X 6" RJ HYDRANT TAE/ CC?~RACTOR SHALL ADJUST ~ANITARY ES101 TO ES504 -SEE SHEETS 8' GREENWAY TRA L ~ ~ ~ °~~NESS ~o~~'~~~: 12 X 6 RJ HYDRANT TEE ~ ~ ~ - ~ SEAL ~ M SHE ~ I 6" RJ GATE VALVE M F~kfGH AVENUE AT~THE FOLLI~JW NGN TELECOM-SEE SHEETS SHEETS 6" RJ GATE VALVE = 1410 ~ \ \ FIRE HYDRANT LQCATIONS. T-101 TO T-601 FIRE HYDRANT ASSEMBLY ~=,~;°ti~N~~•N~~~• P ~ \ ~ ~ \ I I `1 A ASSEMBLY STA. 12+33. 22' RT. ''•,~,,M. KAMP~~~. ~,,,~1~111~ ~V I STA. 16+91, 23' RT. SEAL' - ~ 12" WATER MAIN STA. 19+64, 25' RT. ? SHEET KEYNOTES \ I CONNECT TO EXISTING WATER MAIN 18" RAW WATER MAIN AND 12EP0 ABLE WATER MAIN \I / ~ 12" X 12" TAPPING SLEEVE & VALVE ON SOUTH SIDE OF MCHUGH BLVD. PRIOR TO INSTALLATION V ~ SEWER FORCE MAIN AS INDICATED IS ~ N/A THIS SHEET ~~0~ OF 36" RCP CROSS PIPE. EXISTING MAINS SHALL BE ~ ' ~I ~ 12" x 45° RJ [?END RELOCATED AS REQUIRED TO INSTAL: 36" RCP TO PART OF PROJECT P1264/1265 AND IS THE ELEVATIONS SHOWN ON THE PLANS. NOT INCLUDED IN THIS PROJECT AECOM TECHNICAL SERVICES, INC. ~ ~ ~ CONf~CT TO EXI~'~ING 12" WATER MAIN N/A T H I S SHEET 701 CORPORATE CENTER DRIVE, SUITE 475 SANITARY SEWER AS INDICATED IS RALEIGH, NC 27607 (919) 854-6200 www.aecom.com \ ~ ~ WITH 12"X45°RJBEND o~.~~, 0~~~ B PART OF PROJECT P1264/1265 AND IS GONZALEZ BLVD WATER MAIN PLAN ~ NOT INCLUDED IN THIS PROJECT ~ N/A THIS SHEET A/E INFO APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 30 30 o~Q a Q Z z z o J Tlq TO EXISTING 12" WATER MAIN og~ W/ TAPPING SLEEVE & WALVE p~pOSED GRADE (AP~ROX.) ~ c~ I L I I L I I I o z z z C C C C C C C C - 2~ 20 wiz ~ o wQ~ TE ECOMM D CTBANK _ z w o - ~ ~ ~ ~ ~ Q ~ w z ~ - Q Z ~ ~-~fi ~ ~ t w W ~ ~ w X ~ 10 - 10 ~zm J ~ 36' MIN . COV R ~ a ~ ~ W I I I I I I I I --1I--- --~----I-- ~ I I I I C I C C C I I z~° Q p as C C „C I C C C o Q" ~ z ~42" RCf~ 3~" RCP ~ ~ ~ 12 ~ WATER M,~IN ~ ~ ~ U ~ ; Q 0 z W ~ 12" FORCE MMIN EXIST. GRADE STEAM I& CONDENSATE LI E SATE LIN S FIR HYDRAN RJ TEE IN ~i0" CASING I I C C C C C w ~ z I I I I L I I I z O ~ -10 z m ~ w N w II II II II II II II II II II II II II II II II II II I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ A I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 10+00 11+00 12+00 13+00 14+00 15+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 ~y o ~ GONZALEZ BLVD WATER MAIN PROFILE 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ((HORIZONTAL) 1"=25' 12598857 ~ ~ SCALE: 1 "=25' z~ .t;_ SHEET 193 OF 305 ~~a GRAPHIC SCALES CU 101 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 ? SHEET KEYNOTES a GENERAL SHEET NOTES a SEWER FORCE MAIN AS INDICATED IS ~ N/A THIS SHEET 1. I 01 \ LI \OJ01 V C01 VTI \OL' I \LCLI \ PART OF PROJECT P1264/1265 AND IS TO SHEETS CG101 TO CG108. o NOT INCLUDED IN THIS PROJECT ~ ? D N/A THIS SHEET A N ~ ss 2. MAINTAIN 10' HORIZONTAL- & 18" M B SANITARY SEWER AS INDICATED IS in ~ VERTICAL- SEPARATION BETWEEN PART OF PROJECT P1264/1265 AND IS B o ~ S~ WATER LINE & OTHER UTILITIES. NOT INCLUDED IN THIS PROJECT ~ N/A THIS SHEET ~ ~ FM ~ SS C'7 D a 55 i ~ ~ -------5~-~ 55 SS SS ~ U H o SS SS SS SS F FM W o_ FM W w V FM F"" 12" RJ GATE VALV W ATE VALVE _ ° N W W N ~ ~ GONZALEZ BOULEVA W ~ BOULEVARD N 56° 49' 10" E W 12" X 45° RJ BEND ~ . _ O W iW W W ~w w w ~ w w ~ x`1°~ + O -_W w - j~ - ~ ~ ~ ~ O ~W / ~P, N O W - - - - - - - - - - - ~ - - - Q Q ~ F~ 8 0 E SHE $ OHE OHE OHE OHE OHE i ;'~o~~~~ss oo</'~-9 ~ W •Q~o a - - - - ~ _ - E ~ ~ ~ F_-_ ~ _ C N OHE ~ D 12" WATER MAI - C C r _ z _ SEAL r ~ 14 10 I ~ C 8' GREENWAY TRAIL C W 7' FROM ~ z EOP_~ 12" X 22.5° RJ BEND ' KAM\~` J ~ V ~ 12" X 6" RJ HYDRANT TEE _ ~ C+ 6" RJ GATE VALVE VT TEE ~ Q SEAL' U ~ ELECTRIC-SEE SHEETS Q D ES101 TO ES504 FIRE HYDRANT ASSEMBLY SEMBLY TELECOM-SEE SHEETS ~ T-101 TO T-601 C V G ~ A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 O RALEIGH, NC 27607 (919) 854-6200 www.aecom.com ,n e ~O A/E INFO GONZALEZ BLVD WATER MAIN PLAN APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 30 30 °~a a Q Z z z • o - 0 0 v ~ z = z~~ z 20 ~vw O 20 w z wQ~ -~---i---- - - ---r- i z w o - ~ w z C C C C C ~ ~ ~tL:~~ H~ ~ O RJ FIRE YDRANT EE IT EE 10 ~zm J X ~ QQ~ ~ W EXIST. GRADS 12" ATER MAN 12" R~1 GATE VAFVE VAVE ~ ~ ~ ~ ~ ~ ~ z~° a Q as C C C C C C C z O ~2" ~ 45° RJ B~ND J B ND C C C C C C C Q Q 0 ~ W ~ ~ ~ 12" X 2 .5 ° RJ BE D ~ ~ ~ ~ °C J z C C C C C C C C z O ~ C C C C C C C C - -10 z m ~ w N w II II II II II II II II II II II II II II II II II II I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ °A i i i i i i i i i i i i i i i i i i ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 15+00 16+00 17+00 18+00 19+00 2000 ~ 1 ~00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 25' 12.5' 0 25' 50' NAVFAC DRAWING No. 'y ~ ~ GONZALEZ BLVD WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598858 z F_' SCALE: 1 "=25' SHEET 194 of 305 GRAPHIC SCALES CU 102 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 O N I I C j ~ _ ~ GENERAL SHEET NOTES a ~ ~ FOR E R O S I O N COI V T R O L y R E~ E R W ~ Q U ~ I ~ TO SHEETS CG101 TO CG108o ° - ~ -G- GONZALEZ BOULEVARD N 56° 49' 10" E W 0 W _ _ o I _ t` i W C~ ~ o D D v = ~ ~ ~ - - - - - o ~ o C ~ ~ ~C O ~ OHE OHE OHE HE ~H Z O OHc a_ LIJ + OHE OH OHE N W ~ r BEGIN BRIDGE c-i I U 2 ° N a -G- STA 27+15 ~ t ~ ~ oo' ° III WETLA Q x 8' GREENWAY TRAIL N WETLAND LINE I ttjj N W ~ TELECOM-SEE SHEETS (q T-101 TO T-601 NN Q H J ~ F/ ~ o ~ ~ HDD ENTRY POINT ~ F / 25 25, PT STA. 15+2 95 0 Q\ ELECTRIC-SEE SHEETS END DIP, BEGIN HDPE F F / ~ ~ ~ ' Sv w\ ES101 TO ES504 i 12" GATE VALV / ~ I ti V ---1~" WA~ER_MAIN _-ice ~ w F - / ~ I N ~ \ - ~I Q ~z ~ F- / ~ ~ I w I ~ ~ -9 W W ~ W W W -W W ~ W I ~ v~ W W ~ W W ~ ~\\~~~FESS°o -w W vo e ~ / = ° ~ SEAL ~ z _ 14 10 I - ° J 12" X 22.5° RJ BEND ~ ~ _ . ~o ° ~ ~ °~N~ I NE~e`` C ,y °~°.,..°°..Q P C ~ ~ F M° KAY` F / HORIZONTAL DIRECTIONAL DRILL V ~'''~1111~1`''~ 0' L X 100' W EMPORARY 14" HDPE (DR 9) WATER MAIN Q SEAL' UNDER CREEK H WORKING A EA ~ SEE PROFILE THIS SHEET ~ `~s (DRI L RIG SIDE) ~ N A=COM / F_- AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 A~ (919) 854-6200 www.aecom.com GONZALEZ BLVD WATER MAIN PLAN II ~ C ~ 1 ~s / ~1 A/E INFO SCALE: 1"=25 ~ ' / ~ 7gX^ APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRw MW cHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 30 30 °~a a Q Z z z o J og~ ~ c~ I I I I I I I I o ZO P OVIDE R STRAINED JOINT STA. 25 OS 2508 ~ ~ ~ ~ ~ ~ ~ ~Vz ~ O 20 ~ _ zQw o V ORIZONT L DIRECTIONAL DRI L w z ~ w D CTILE IR N PIPE FR M BEGIN ORIZO S~A. 23+00 O STA. 2508 12" GATE VbLVE END DUCTILE I BEGIN F~DPE PI 10 ~ ~U~TILE IRON PIPE ~ ~ ~ ~ ~ ~ w z ~ z z ~ I~DPE PIPE ~ ~ ~ ~ ~ ~ ~ ~ t w ~ H ~ W X ~ 10 ~zm J ~ - ; a ~ ~ w I I - - - l - - - I I I I I C i---i--- z~° Q p C I C C I C C C o~ z I Q O 3 MIN. CO ER ~ ~ ~ HORIZON'TAL DIRE TIONAL D ILL 14" H PE ~ ~ ~ ~ J 12" ~ 22.5° RJ END EXIST GRADE ,~76 0 >s o (DR 9) W TER MAIN UNDER C GDELS C EEK ? J ~ C C C C C C C w ~ z ~ ~ ~ ~ DEFLECTION C~JRVE ~ ~ z_ O ~ RADIUS = 1000' _ 1 ~ ~ m ~ -10 I I I I I I I I I I ~ II I I I I I I z N w 8 SANITARY SEWER (NIC) ~ ~ ~ ~ ELEV. _ -16. ~ ~ ~ J Q ~ ~ ~ ~ 0...00% Z w a ~ - z LLQ~ A I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ 7 SCALE: 1 "=25' 21+00 22+00 23+00 24+00 25+00 26+00 ~ / ~00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 25' 12.5' 0 25' 50' NAVFAC DRAWING No. y'~ ° ° GONZALEZ BLVD WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598859 SHEET 195 OF 305 SCALE: 1 "=25' GRAPHIC SCALES CU 103 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a GENERAL SHEET NOTES a 55 SS SS 55 55 SS SS 55 S5 5S 55 SS _ SS ss~- ~ ~ SS InvI I^vI FOR E R O S I O N COI V T R O L y R E~ E R W ~ WETLAND ~ TO SHEETS CG101 TO CG108o ° M O r -G- GONZALEZ BOU EVARD N56°49'10"E ~ U D o ~ w w v - = Z o a VJ U w N w W O = OHE a OHE OHE g HE OHE ~ OHE W TELECOM-SEE SHEETS OHE OHE OHE W N O O END BRIDGE . W T-101 TO T-601 G- STA 35+92 F O O O d' O WETLAND M O LINE Q + ELECTRIC-SEE SHEETS f- HORIZONTAL QLRECTIONAL DRILL ti ES101 TO ES504 N Cn 14" HDPE~DR 9) WATER MAIN. UNDER CREEK SEE PRO ILE THIS SHEET ~ Q W ,,,1„~ I H _ o ESS~ ~Ii J : ~ e •°oF o~ . 9 ~ ~°°e ~ W W I W W W = _ a, Q SEAL ~ W W ~ W W iw W ~ Z W i W w W i W w W V ~q~o~ ~o ~~NGI N~~Q;e ` ,y,~ ~ C C J 2 U G SEAL' ~ WETLAND ? SHEET KEYNOTES N/A THIS SHEET ~ N/A THIS SHEET ~COM AECOM TECHNICAL SERVICES, INC. D N/A TH I S SHEET 701 CORPORATE CENTER DRIVE, SUITE 475 (919) 854-6200 www.aecom.com SANITARY SEWER AS INDICATED IS RALEIGH, NC 27607 M B PART OF PROJECT P1264/1265 AND IS GONZALEZ BLVD WATER MAIN PLAN NOT INCLUDED IN THIS PROJECT ~ N/A THIS SHEET A/E INFO APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION g 30 30 °~a a B Q Z z z o J og~ ~ c~ I I I I I I I I o z z z C C C C C C C C - 20 wiz o wQ~ 20 z w o - c~~w z f~ORIZONT~IL DIRECTIONAL DRIILL 14" HDP~ C C C C C C C C ~aQ w z ~ (DR 9) WAVIER MAIN FINDER CO~DELS CR~EK I I I I I I I I ~zw W~ ° 10 10 ~zm J x ~ - Q Ja~ ~ w III II I I I I I I I I I I I I I I I I I I I I I I I I I Q Q 0 0 z w ~ EXIST. GRAD ~D C C C C C C C w ~ Q o ~ ~ ~ ~ DEFLECjfION CURVE ~ z O ~ -10 RA~lus loon' -10 z m ~ N w EL~V. _ -1 .00% EL V. _ -16.0 ~ ~ ~ ~ > w L,~ J Q ~ i i =J m ~ ~ - z LLQ~ A I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 28+00 29+00 30+00 31+00 32+00 ~~+o0 33+00 34+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 _o~~ 25' 12.5' 0 25' 50' NAVFAC DRAWING No. 'yn° GONZALEZ BLVD WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598860 SHEET 196 OF 305 SCALE: 1"=25' GRAPHIC SCALES CU 104 ot_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a GENERAL SHEET NOTES a FOR E R O S I O N COI V T R O L y R E~ E R W Q TO SHEETS CG101 TO CG108o ° B a~ co ~ o ~ c~ + r ~ F F Q U D ~ t- - SS ss D --SS - 55 ~ ss - SSA=F SS SS 5~-- F w ~5 SS ~ w Z s~ - ss = a u, U 9, N ~ `~s¦~ 12" WATER MAIN W ° 9 W ~ ~ N ~ 82 O U -G- GONZALEZ BOULEVARD F- O W W I ~ O W W W _ w w w ~ w w w- ~ ' ~ 12" X 45° RJ BEND ~ 7~ FROM W Q - EOP ~ ~ ~ W _ , OHE (n - 1 O ~ i OHE W \~,111~ 1 ~~1~,,, O ~ OHE OHE OHE ~3 OH OHE OH E OH E z c A Rod ~ ~ ~ _ ~ ~°Q~o~ESSi o ~'~9 _ O ~ ~ TELECOM-SEE SHEETS ~ 12" X 6" RJ HYDRANT TEE ELECTRIC-SEE SHEETS = - SEAL = + T-101 TO T-601 ~n 12" RJ GATE VALVE 8' GREENWAY TRAIL ES 101 TO ES504 _ C~ = i 4 i o i ~ + ~ 6" RJ GATE VALVE C M ~ HDD EXIT POINT car, FIRE HYDRANT ASSEMBLY ~ ~NQ\ PE, BEGIN DIP F WETLAND LINE - F . a - - - - - ~ M. K AM SEAL' (n ~ ~ 12" ~ 45° RJ BEND ---j - F a ~ F I..L SHEET KEYNOTES J N/A THIS SHEET ~ N/A THIS SHEET ~~0~ 2 AECOM TECHNICAL SERVICES, INC. N 5 40' 18" E W W W H 100' L X 50' W TEMPORAR~ RALEIGH, NC 27607 SANITARY SEWER AS INDICATED IS ~ N/A THIS SHEET 701 CORPORATE CENTER DRIVE, SUITE 475 (919) 854-6200 www.aecom.com ~ i HDD WORKING AREA i GONZALEZ BLVD WATER MAIN PLAN B PART OF PROJECT P1264/1265 AND IS NOT INCLUDED IN THIS PROJECT ~ N/A THIS SHEET A/E INFO APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION 3O PROPOS DGRADE APPROX.) 30 °~a a B Q Z z z o J og~ ~ c~ I I I I I I I I o z z z C C C C C C C C - 20 w o 20 zaz ~o w z Z \ J / w ROVIDE ESTRAIN D JOINT UCTILE I ON PIPE ROM 12" X ~2.5° RJ B~ND I I I ~QQ w z ~ STA. 34+4~ TO STA. ~'6+75 _ _ __~6"MIN. COINER 10 _ _ - - -a 10 ~om J x ~ QQ~ ~ W I I I I I I C I C C I C C I z~° Q p as 03~~0 STA. 34 43 36" MIN. OVER E~IST. GRAgE 12" RJ GA~E VALVE ~ ~ ~ 42" RCPT ~ ~ ~ ~ p Q U Q Qz C C C C C C C C v~ ~ J 0 z W ~ ~ BEGIND UCTIILE IR~JN PIPE ~ 12" X ~F5° RJ BEf~D C I C C I C C I W ~ Q o ORIZONT L DIRECT ONAL DRI4L 14" HDP I I I I I I I I z O ~ O ~R 9) WAT~R MAIN U~DER COCDELS CR~EK -10 z ~ w N w I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ A I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ d SCALE: 1 "=25' 34+00 35+00 36+00 37+00 38+00 39+00 40+0o EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 ~c ~ ~ GONZALEZ BLVD WATER MAIN PROFILE 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ((HORIZONTAL) 1"=25' 12598861 y ~ ° SCALE: 1"=25' z~ .t;_ SHEET 197 of 305 ~~a GRAPHIC SCALES CU 105 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a GENERAL SHEET NOTES a FOR E R O S I O N COI V T R O L y R E~ E R W Q TO SHEETS CG101 TO CG108o ° ~ ~ ~ + co ~ ~ - o F B Q ~ ~ ~ V v ~ ss F ~ ~ = SS - ~ ~ ~ ~ o w - S;~ s s 'h m / w o W ~ ss ~ ~ Q~ ~ S O U N SS ~ w v~ - F SS W ° ~ U N ~ 12" WATER MAIN w:: ~ W O ~ ¢ w W o°' _ W ~ w = + W ~ -c- 35 w -Wes- GONZgLEZ BOULEVARD 8" WATER MAN ~ - W - - Q w p w I O ~ HE W o w w w W ~ w ~7, -w ~ w ~ O ~ ~ O LLl < pHE--- Z _ _ ~ < FR< i SOP ~ ~ OHE - - - - - - - - - - ~ - SEAL - _ OHE OHE OHE OHE~ C Q TELECOM-SEE SHEETS OHE ~ Q i g i o i u~ti ~NG ~ NE~e' P,~~\, - - ~ ~ ~ ~ M. K AMP T-101 TOT-601 F M 12" X 8" RJ TEE ~~1111~1~\\ SEAL' W F ~ 12" RJ GATE VALVE ~ z ? SHEET KEYNOTES F $'GREENWAYTRAIL 8" RJ GATE VALVE ~ _ N/A THIS SHEET ~ N/A THIS SHEET 12" X 6" RJ HYDRANT TEE ELECTRIC-SEE SHEETS ~ tea. U A=COM =ETS cn Q 6" RJ GATE VALVE ES101 TO ES504 H ~ AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com SANITARY SEWER AS INDICATED IS ~ N/A THIS SHEET FIRE HYDRANT ASSEMBLY ~1 A/E INFO PART OF PROJECT P1264/1265 AND IS GONZALEZ BLVD WATER MAIN PLAN APPROVED NOT INCLUDED IN THIS PROJECT ~ N/A THIS SHEET SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL I I I I I I I SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV I I I I I I I BRANCH MANAGER I I I I I I I CHIEF ENG/ARCH I I I I I I 130 FIRE PROTECTION B 30 I I ~ ~Ha a B Q Z z z ogo i i i i i PROPOSED GRADE (APPROX.) RoX. ~ j j j I j j j ; ~ ~ ~ z z Z I I I I I I I 2~ wUz ~ 20 ~ O zQw o - j w Q ~ LLB z w - Q I I I I r- - - 10 - - 36"MIN. COVER LLJ X ~ 10 ~zm J ~ QQ~ ~ w I I I I I I I z~° Q p as z U 36" RCP RJ FIRE HYDRANT TEE 12" WATER MAW ~ ~ ~ 1 RJ GAT -VALVE ~ O ~ Q Q O EXIST. GRADE 0 z w ~ - J j j j I j j j w ~ a I I I I I I I z o00 ~ -10 II ~I ~I ~I ~I -10 z N ~ II I I I I I I I I I I I w QW N J ~ I I I I I I I I I I I I =J m~ ~ ~A ii i i i i oQ~ ~ Z z o o q i i i i i wJ° w i i i i i I I I I I I I z O ~Q~ a i i i i I I I I I I I ~z° SCALE: 1 "=25' 41+00 42+00 43+00 44+00 45+ ° ~ GONZALEZ BLVD WATER MAIN PROFILE 45+00 46+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 25' 12.5' 0 25' 50' NAVFAC DRAWING No. y ((HORIZONTAL) 1"=25' 12598862 z F_',; ` SCALE: 1"=25' SHEET 1 gg of 305 GRAPHIC SCALES CU 106 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 a GENERAL SHEET NOTES a FOR E R O S I O N COI V T R O L y R E~ E R W Q TO SHEETS CG101 TO CG108o ° / ~ END CONSTRUCTION ~D ~ ~ ~ ~z x s" R~ Hr~~,m~-~~~\, ~ G~ S AL 52 95 OOEVARD N,? ~ ~ 6~~~~ ATE VA~LVE ~ -may w o U FIRE HYDRAIVT,A SEMBLY < ~ k a (l~ o' U ~ w g ° 0° N N ~ a ~ C _ / ~ v~ W _ ~ ~ (V 12"X45° R ~ ~ - - - - - ~ 2~°e ~ o ~ i o - W\ + ~ . . w w \ \W Q J' OHE 12" X 45 RJ BEND w NE / .0 p ~ .~~-~N CAROB w N~? ~~o;•oF~s•sio~%9 ~ • C~ ~ ~ OHE W- - ry ~ W~~ W W ~ ~ = SEAL pNE ~ ~ + ~ _ _ \ \ N o„E W- W W I W- N co ~ ~ / / ~ 14 10 1 / e ~ - . ~ C ? ~Q ~ ~ ~ ~ ~ _ o OHE @ OHE ,ONE J ` OHE ~ L' ~ 4 4 ~ EOP a 12" WATER MAIN - - - . CONNECT TO EXISTING ELECTRIC- \ ES101 TO TELECOM-SEE SHEETS ;LECTRIC-SEE SHEETS 12" WATER MAIN ~COM :S101 TO ES504 REMOVE 12" PLUG 12" RJ GATE VALVE AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 `O T-101 TO T-601 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com s~ A/E INFO GONZALEZ BLVD WATER MAIN PLAN ~NORj" APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B 3O ROPOSE GRADE( PPROX.) 30 °~a a Q Z z z o J ~ ~ ~ 2.. RJ GATE VALVE ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ v ~ z z~° Z ~ ~ ~ ~ ~ ~ ~ 20 zaj o O _ _ ~ - - - wQ _ J ---r---T--- I I - I aW ~z~ W ~ o C C C C C C C - ~ W X ~ 0 36"MIN. OVER 10 ~~m J ~ J V7 • TIE TO EXISTI G W Q Q ~ ~ 1~" X 45° RJ END 1 "WATER MAIN ~ ~ ~ ~ ANA EXTEND ~ ~ ~ z ~ ° a Q as ~ ~ ~ ~ 12" ~IVATER MAIN ~ ~ p Q U Q Qz Q RJ FIRE H~DRANT TkE C C C C C I,, C 0 ~ J z W ~ ATER MA N C C C C C C C w ~ z C I C C I C C I z O ~ -10 z m ~ w N w II II II II II II II II II II II II II II II II II II I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ °A i i i i i i i i i i i i i i i i i i ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 47+00 48+00 49+00 50+00 51+00 1 ~00 52+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 o~ 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ,y GONZALEZ BLVD WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598863 SHEET 1 gg of 305 ~ ~ SCALE: 1 "=25' GRAPHIC SCALES CU 107 ot_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 ? SHEET KEYNOTES a GENERAL SHEET NOTES a N/A THIS SHEET ~ N/A THIS SHEET 1 o FOR EROSION CONTROL-y RETER W Q BIRCH STREET TO SHEETS CG101 TO CG108. ° ?D N/A THIS SHEET CURVE DATA 2. MAINTAIN 10' HORIZONTAL- & 18" PART OF PRO ECT 1 64D/I 265 AND IS SEWER FORCE MAIN AS INDICATED IS P?STA. = 6+71.27 E NOT INCLUDED IN THIS PROJECT ~ DELTA = 6° 30' 45.1" (RT) VERTICAL- SEPARATION BETWEEN ELECTRIC-SEE SHEETS WATER MAIN N OTHER UTILITIES. ES 101 TO ES504 PART OF PROJECT P1017 AND P1047 AND D = 4° 46' 28.7" D IS NOT INCLUDED IN THIS PROJECT L = 136.40' D ~ TELECOM-SEE SHEETS T = 68.27' ?n ~ T-101 TO T-601 R = 1,200.00' Se = 'P 0 / ~ Ds =MPH a 3H 3H0 3H0 CONNECT TO EXISTING I WETLAND LINE 3HO 3Ho IHO ~ o O 8" WATER MAIN WITH 8" X 8" TAPPING SLEEVE ~ 3Ho N - ~ ~ ~ & VALVE _ _ _ _ - - - - - - 3H0 V 3H~ - - BIRCH STR i IRCH STREET (UNDER CONSTRUCTION) W W 2 to W W (n ss ss ss ss ~ o ~ ~3° E S Ss ss ~ I ~ ~ ss W S 441 2 - ss W W I W W Z ~~N °CAR~<i ss W w w W J `~~~Q~oFESSioq~9 ss w _ = SEAL ~ f~ ss w - ss w U ~q~o~ W / ~p ~~NGI NE~~` .``2' C ~ w g of MAINTAIN 10' ~w- ~ ~ SEPARATION w M 8" WATER MAIN SANITARY SEWER (NIC) Q ~'%,titi til. KAMP~P`~'~~\ C ~I N ~ /~~~11~1~,1,,,, SEAL' ~ 8" X 45° °o io ~ RJ BEND E ~ FORCE MAIN ~ o M ~ UNDER CONSTRUCTION N 0 0 0 I a Q ~ ~ Q I A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 F N N RALEIGH, NC 27607 (919) 854-6200 www.aecom.com a a o_ BIRCH STREET WATER MAIN PLA N~RTy A/E INFO APPROVED SCALE: 1 "=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION g ao 40 °~a a B Q Z z z o J og~ ~ c~ I L I I L I I I o z z z C C C C C C C C - 30 z~ o ~o 30 zaw w ~~w z _-~---~~--I---~-_ --~---ICI---~-__II II II II II II ~I ~I ___a----1"- I I I ----t----I-----~----{----~---~ -rt I ~1 X ~ 20 20 Qa~ ~ W ~ I I I I I I I I I I I I I I C C C C ( C I I z~° Q p as ~ g^ ~Iy~TER MAIN C C C C C C C C oQ z O X 45° R BEND C C C C C C C C 10 ~ Q z W ~ E~. 48" RCP C I C C I C C I W ~ Q I I I I L I I I z O ~ 0 z m ~ ~ 12" SEWER w N ~ I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ A I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 10+00 11+00 12+00 13+00 14+00 4+00 15+00 16+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 =s 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ~ ~ GONZALEZ BLVD WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598864 z SCALE: 1 "=25' SHEET 200 OF 305 GRAPHIC SCALES CU 108 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 ? SHEET KEYNOTES a GENERAL SHEET NOTES a N/A THIS SHEET ~ N/A THIS SHEET 1o FOR EROSION CONTROL, RETER W Q TO SHEETS CG101 TO CC108o ° 2. MAINTAIN 10' HORIZONTAL- & 18" SANITARY SEWER AS INDICATED IS ~ N/A THIS SHEET \ ~ VERTICAL- SEPARATION BETWEEN PART OF PROJECT P1264/1265 AND IS SEWER FORCE MAIN AS INDICATED IS \ WATER MAIN V OTHER UTIL_ITIESaa NOT INCLUDED IN THIS PROJECT PART OF PROJECT P1017 AND P1047 AND r D IS NOT INCLUDED IN THIS PROJECT \ WETLAND LINE D 00 O O ELECTRIC-SEE SHEETS 0 o Z ~ ~ ~ ES101 TO ES504 \ TELECOM-SEE SHEETS U w V T-101 TO T-601 ~ ~ EX. 2 @ 48" RCP RCP ~ ° F- U N w ~ 3H0 w ~ 3H0 3H0 3H0 3H0 - - 3H0 3H0 3H0 w w 3H0 ~~~~--3HC_ _ \ _ 3H0 w - - - - - - - - - - - - - - - - - - - - p ~ BIRCH STREET (UNDER CONSTRUCTION) ~ _ _ L.LJ w O ~ O O O t O CG ~ r ss n ss ss ss ss N ~~o~°•~Essi°° Q ~ SS SS SS ~ S~ - i N - °•Q~o ~ - F.- n S 55 SS SS I - W W Q _ SEAL SS SS ~TJ SS ~ W yy W W ~ iq io i ` (n ~p °~NGI NE~~` w w W W ~ C ~ W W W W Z ~ J E ~ B 8" WATER MAIN SEPARATION = 8" RJ GATE VALVE ~ M ~ Z SEAL' U ~ ~ SANITARY SEWER (NIC) J ' o ~ 2 ~ ~ FORCE MAIN ~ ~ 8" x 45° RJ BEND N, U ~ Q UNDER CONSTRUCT19~1 ~ \ (VERTICAL) a ~ A=COM Q ~ ~ \ AECOM TECHNICAL SERVICES, INC. \ 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 1 (919) 854-6200 www.aecom.com a BIRCH STREET WATER MAIN~PLAN N~~Tti `V ll1} A/E INFO APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION g 40 40 °~a a Q Z z z o J og~ ~ c~ I L I I L I I I o_ z z z C C C C C C C C - 30 wUz ~ 30 ~ O wQ~ ~ z w o - c~~w z E~IST. GRADE C C C C C C C ~aQ w z ~ I ~ ~ ~ PROPO~ED GRADE (UNDER CONSTR.) ~ ~ Z " ~ W ~ ~R~ P ~ ~ ~ ~ ~ ~ ~ mom J X ~ - 20 z w ~ ZO EX. 48" R P JQ~ I I I I I I I z~° ~ ~ as 'I O WAT R MAW I I/ ---I o Q Q Q 36" MIN. CO~/ER 10 z w J I C C I C C I W ~ z 0 o it it it it it it it it it it it it it it it it i I I L I I I z O ~ 0 ~ m z N ~ III 8" X 45~i RJ BE A I I I I I I I I I I I I I I I I I I 45~ RJ BEND... ~ ~ ~ ~ ~ ~ w Qw N J Q L i i L i i =J m~ ~ - z LLQ~ ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ SCALE: 1 "=25' 16+00 17+00 18+00 19+00 20+00 21 ~00 22+00 EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 ~rvj 'P ? ~ BIRCH STREET WATER MAIN PROFILE ~ C 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ((HORIZONTAL) 1"=25' 12598865 ~ SCALE: 1 "=25' z~ .t;_ SHEET 201 OF 305 ~~a GRAPHIC SCALES CU 109 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 5 ? SHEET KEYNOTE NOTES GENERAL SHEET NOTES a a N/A THIS SHEET N/A THIS SHEET 1o FOR EROSION CONTROL-, REFER 0 TO SHEETS CG101 TO CC108o ~p N/A THIS SHEET 2a MAINTAIN 10' HORIZONTAL- & 18" ? SANITARY SEWER AS INDICATED I B ~DICATED IS VERTICAL- SEPARATION BETWEEN PART OF PROJECT P1264H265 AN NOT INCLUDED IN THIS PROJECT 64/1265 AND IS SEWER FORCE MAIN AS INDICATED IS WATER MAIN & OTHER UTIL-ITIESoo PROJECT PART OF PROJECT P1017 AND P1047 AND , IS NOT INCLUDED IN THIS PROJECT D D ELECTRIC-SEE SHEETS ES101 TO ES504 ~ WETLAND LINE ~ LINE Z TELECO SEE SHEETS N ~ ° a o T-101 TO -601 I O V ~ ~ o N 3H0 3H V U 3H0 3H0 I i 3H0 3H0 3H0 _ W W 3 H 0 - - - - - - - - ~ - - - - 3 H 0 W - - - - - - - - - - - - - - - - - - - - - 3~?8- - - - 3Np ~3H0-8~- W W w 3~ ~~q~3 ~ Q~~ E IRCH STREET (UNDER CONSTRUCTION) 8'~ W O O O O O ~ O 11~1~,1,,,, ~ ss ss ss s - ss ss~~ ss - ss ss ss ss t e °~F O ° Nw w w w w \ w w W~W i ~ ~ CV SEAL W W W W W = 14 10 I = C Q MAINTAIN 10' \ H SEPARATION nn MAINTAIN 10' ~ °P C tip, °M MQ~ SEPARATION KA ~ E 8" x 22.5° RJ BEND FORCE MAIN ~ 1 cv 8" x 22.5° RJ BEND o W UNDER CONSTRUCTION c~ r~ ~ ~ SANITARY S ER (N Z g o 8' J GATE VALVE +I + °N' + \ S~!(1/ER NIC`1 8,~ WATER MAIN W SEAL' Z J 2 ~ Z N N N N N V ~ III ~ a A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 Q ~ ~ m cn g a N a a a a C RALEIGH, NC 27607 c (919) 854-6200 www.aecom.com A/E INFO APPROVED BIRCH STREET WATER MAIN PLAN N~~Ty SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MNI CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION g 40 40 °~a Q B Qzz z o J og~ ~ c~ I L I I L I I I o_ z z z C C C C C C C C - 30 wUz ~ 30 ~ O wQ~ ~ EXIS .GRADE z w o - c~~w z C C C C C C C C ~aQ w z ~ I I I I L I I I ~zw W~ ° `ZO ---L--.~--- W X ~ 20 ~zm J ~ QQ~ ~ W ROPOSE GRADE ( NDER C NSTR.) ~~-r~ _ ~ ~ ~ --~---L- II II II II II II II II C C C C C C ~ z Q Q 1 ~ 36" IN. COVER ~ I I I I 10 ~ > ~ z W I C C C C ( C C° ~ J w ~ z 8" iJ GATE ViLVE C C C C C C C C z O ~ O 8" ~/ATER MAIN 0 z oo ~ w N w EX. 30'~ RCP 8" X ~2.5° RJ B~ND I I I I I I I I W ~ C C C C C C C C ~w N J ~ ~ ~ ~ ~ ~ ~ ~ ~ =J m~ - z LLQ~ A I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ °~z o o q wJ° w I I I I I I I I I I I I I I I I I I C C C C C C C C z~ C I C C I C C I ~a~ w a o z ° ~ R Q SCALE: 1 "=25' 23+00 24+00 25+00 26+00 27+00 ~7+~~ ~~/+00 ~~/+0o EPROJECT No.: 796542 10' S' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ~ ~ BIRCH STREET WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598866 z ~ SCALE: 1"=25' SHEET 202 OF 305 GRAPHIC SCALES CU 110 or_o 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009 1 2 3 4 D ? SHEET KEYNOTES a GENERAL SHEET NOTES a N/A THIS SHEET ~ N/A THIS SHEET 1 o FOR E R O S I O N C O N T R O L y R E T E R W BIRCH STREET ~ TO SHEETS D101 TO D108o ° SANITARY SEWER AS INDICATED IS ~ N/A THIS SHEET CURVE DATA 2a MAINTAIN 10' HORIZONTAL & 18" PART OF PROJECT P1264/1265 AND IS ? SEWER FORCE MAIN AS INDICATED IS PI STA. = 26+45.61 ~ ~ i VDTICA~ SDARATION BDWED NOT INCLUDED IN THIS PROJECT E PART OF PROJECT P1017 AND P1047 AND ~ DELTA = 19° 56' 01.3" (LT) 12" X 8" R D IS NOT INCLUDED IN THIS PROJECT M ~ - 38~ 22•x" 12" RJ GA ELECTRIC-SEE SHEETS ~ + L = 260.93' 12"X8" RJ TEE I WATD MAIN 0 OTHER UTIZITID.. 12" RJ GATE VALVE ~ ES101 TO ES504 N N T = 131.80' 8" RJ GAT 8" RJ GATE VALVE cn 5~~~3 I moo- ~ 25' 25' CONC. TANK TRAIL Q R = 750.00' u~i Se='/' 3H0 ~ TELECOM-SEE SHEETS U Ds =MPH ~ T-101 TO T-601 a U _ Vl U ~ _ \ O ~ 3H0 ~ ` I ~ 3 3H0 3H0 3H0 3H0 3H0 - ~ ~ ' I w Q ~ - ~ . w a - ~ - - STA. 35+23.93 s r I O ~ W a a BIRCH STREET (UNDER CONSTRUCTION) _8" X 11.25° BEN ~ \ W o ~ ' M ~ \ O ° SS \ O SS \ ~ - ss ~ ss h ,,,1„~ I W \ \ \ ~~~N C A Ro + s w N ss ss ss ss ss s ss ss ~ w~ PI STA. 34+50.91 ~ \ ;`o~ . <%~; w PI STA. 34+ .00 ~ = ~ ~ SEAL Q w ~ w w w ~ w w W H C ~ E ~ ,y~'•.. ..Q~P, C W 8" WATER MAIN 8" X 11.25° RJ BEND SEPARATION SEAL' Z c5 o coo V- ~ ~0 ~ J F B oNi o FORCE MAIN U STEEL ENCASEMENT PIPE + N UNDER CONSTRUCTION ~ ~ ~ ~ G \ ~ ~ SANITARY SEWER (NIC) a Q a ~ ~~a A=COM \ ~ \ AECOM TECHNICAL SERVICES, INC. \ ~ 701 CORPORATE CENTER DRIVE, SUITE 475 p a a RALEIGH, NC 27607 ~ (919) 854-6200 www.aecom.com M BIRCH STREET WATER MAIN PLAN N~RTy J A/E INFO APPROVED SCALE: 1"=25' FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL ~ ~ ~ ~ ~ - ~ SATISFACTORY TO DATE 06.13.2011 DES JMK DRW MW CHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION g 40 40 °~a Q B Qzz Z o J og~ ~ c~ I I I I I I I I o Z ~ ~ ~ ~ .....STA. 47+22 G©NZA~LEZ BLVD. ~ z ~ z 3O STA. 3 +77 TANK TRAI L 2 = z~ ~o 30 zaw ~ O STA. 2 +57 WAT R MAIN Z~J Z ~ ~ ~ ~ ~ ELEV. = 17.5 ~ ~ z w ELEV. 15.94 ~ ~ ~ ~ ~ ~ ~ ~ ~Z~ ~ W ~ C C C C C C C C ~om J X ~ 2~ 20 Qz~ ~ w ~ -'I'~_ I I I I I I I I ~~----f--- I I I ----I---- --~----1, I I I z~~ ~ p as C~-fi---I------ -1-~_ C I o~ Q z -~----~----'r--~ 36" MIN. OVER C C C -1 v~ ~ Q 1 ~ 8~' X 11.25° f~J BEND 10 z w ~ 66 LF 18" O. D. g" WAT R MAIN ~ ~ ~ ~ 11.25° RJR BEND ~ ~ ~ w ~ z STEEL ENCASEMENT PIPE ~ ~ ~ ~ ~ 8.. RJ GAME VALVE ~ ~ z ~ ~ 0 z N ~ 0 INSTALL ~Y OPEN QUT ~ ~ ~ ~ ~ 1~2" WATER AMAIN ~ w Qw N J Q Z- a ~ ~ ~ ~ ~ ~ ICI GONZAL Z BLVD. ~ ~ ~ ~ ~ ~ 1~2~, X 12" X " RJ TEE ~ w ~ ~U~ ~ Z oQ- ~ o A A I I I I I I I I I I I I I I I I I I w J ° U V I I I I I I I I I I I I I I I I I I ~ z j j j j j j j j ~Q~ w a oz° ~ SCALE: 1 "=25' 29+00 30+00 31+00 32+00 33+00 EPROJECT No.: 796542 5 10' 5' 0 10' 20' CONSTR. CONTR. NO. (VERTICAL) 1"=10' N40085-10-D-5313 25' 12.5' 0 25' 50' NAVFAC DRAWING No. ~ ~ BIRCH STREET WATER MAIN PROFILE ((HORIZONTAL) 1"=25' 12598867 SHEET 203 OF 305 SCALE: 1 "=25' GRAPHIC SCALES CU 111 or_o 1 2 3 4 D DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 CRUSHED ROCK OR GRAVEL DRAIN POCKET °d .q 1'- 4" - ~ M o d CONCRETE BLOCKING PLAN D 3'-0"MIN FROM EDGE OF 0 ROADWAY SHOULDER OR a CURB, 7'-0"MAX U N w O 4112" PUMPER 2'-0"MIN FROM SIDEWALK 3'-6" 2'-0" ~ 2'-0" a CONNECTION a 2.2112 HOSE OUTLETS ~ MIN, ~ FACING ROAD ~ C~VALUE FINISHED GRADE STREET WATER MAIN o 0 18"fix 6"CONC. PAD AROUND BOX = c~ ~ POURED-IN-PLACE ~ 1'-6" ~ ~ i " TELESCOPIC ~ PROVIDE 6 GATE VALUE MIN DEPTH WITH CAST IRON ROADWAY POURED IN PLACE VALUE BOX OF BURY UALUE BOX FOR EACH CONC. BLOCK 2'-6.. ~ i i 7 CU. 7 CU. FT. HYDRANT CONNECTION LEAVE HYDRANT CRUS CRUSHED 6 M.J. GATE VALVE DRAIN OPEN STONI STONE + ~~o a,. " ~ ~,111~1~~1~~~~ COMPACTED OR ~~O~o~ESS/ ~9 UNDISTURBED ~ P NOTES: 2-314" TIE RODS GROUND - = _ CONCRETE _ ` ~ SEAL ~ ` _ r 1, DO NOT BLOCK HYDRANT DRAIN wIBLOCKING, CONCRETE ~ 1'-6~~ 6"O PIPE BLOCKING BLOCKING i g i o i ~ 2, COAT TIE RODS & NUTS wICOAL TAR EPOXY, 3"MIN, LENGTH uo e ~Nc I N~~~e CONCRETE BLOCK CAST IN PLACE GRAVEL OR CRUSHED ROCK 3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE. 2-314"O TIE ROC 1'-6" 1'-6" M.J. TEE -3/4"Q1 TIE RODS ~~%'titi til. KAMP~P``~~~\ DRAIN POCKET BOTH SIDES 30TH SIDES ~~~~~1111~1~\\\ OF PIPE (TYP,) )F PIPE (TYP.) SEAL' A=COM SCALE: N.T.S. CU-501 SCALE: N.T.S. CU-501 C3 AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 FINISHED GRADE, PAVED SURFACE DES JMK DRw MW cHK LM OPERATING NUT 6" DROP CODER CONC COLLAR «PM/DM» CW/PV BRANCH MANAGER 18" CHIEF ENG/ARCH FINISHED GRADE 3 SQ. CONC, r FIRE PROTECTION PAVEMENT MAX ~Ha a B Q Z z z ADJUSTABLE METAL a VALVE BOXWITH CODER, „ m PROVIDE 5 OX 112 THICK ~ ~ o ~g~ VALVE BOX w TOP SECTION ~ STEEL RING SPACER AT TOP OF F (SCREW TYPE) ~ a EACH VALUE BOX CENTER SECTION TION CAST IRON ROUND 1'-4" DIA. FINISHED z ~ ° = z ~ °w TO KEEP THE EXTENSION STEM w ~ 5 0 SHAFT 1 HEAD BOX GRADE ~ U z ~ a VALUE SPINDLE o - ALIGNED WITH THE CENTER LINE z w o JE Z~J z ` ~ wQ ~ GUIDE _ ~ ~ w VALUE BOX CENTER SECTION TYP OF THE VALVE BOX ~ ~ ( ) Z ~ ADJUST SECTION LENGTH OR USE Q I ~ W z ~z~ w W w J MULTIPLE SECTIONS TO SUIT THE a EXTENSION STEM ~ TOTAL REQUIRED LENGTH OF LLJ X ~ ~ m J BRICK RING ° VALUE BOX CONCRETE COLLAR ~ ~ Q Q ~ ~ W Il z~° a Q Q VALUE RISING STEM ~ z " ~ w O~ CAST IRON VALVE BOX ~ ~ U ~ ~ ~ VALUE BOX BASE ~ W z BURIED UALUE e ~ N z J Q VALVE - w ~ ~ w ~ ~ z 0 ~ CONC VALUE SUPPORT 112"DIA ROD BEND o ~ m ~ WATER MAIN ~ N Q SECTION OR SEWER ~ ~ w W ~ J Qw N x Z~ Q m = J 0 Q o VALVE ~ a Q ~ Z ~~Z ~ o A w J IN TRAFFIC AREAS z ° " o SCALE: N.T.S. CU-501 ~ Q ~ z SCALE: N.T.S. CU-501 0 SCALE: N.T.S. CU-501 A5 ~ Q ~ a w o ~ 0 scA~E: NTS 0 EPROJECT No.: 796542 Q~ CONSTR. CONTR. N0. N40085-10-D-5313 ~N°~ ;~~o NAVFAC DRAWING N0. ~~"l~~ ~~~o 12598868 W W . SHEET 204 OF 305 ~Q~c~ ~OI~O CU501 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a WALL THICKNESS a COPPER OR ALUMINUM TRACER WIRE 90° FOR STEEL CASING PIPE w USE FOR ALL PUC AND OTHER 5'-0" 12'-0" 12'-0" 5'-0" a 0 NONMETALLIC PIPE o sa UNDER 14" 0.251" 0 \ 14" & 16" 0,282" ~ 18" 0,313" c~ 20" 0.344" 6"MIN, PIPE DIAMETER X =iii,=-iii=iii _ _ !i=iii=iii=iii-ii SHEET&BRACETRENCH " ~~"~~~iii~~ii~~~iii~~~ ~~iiiiiiiiiiiiiii~~~iiiii LESS THAN 14 12 „ CASING PIPE ~ ~ ~ TYPE CCS CASING SPACER 22" 0.375" BY CASCADE MFG 24" 0.407" AS RE UIRED BY 36 MIN, COVER FROM BOTTOM OF SUBGRADE Q 14 T036 18 OR APPROVED EQUAL 26" 0,438" D „ MINIMUM PROVIDE SUPPORT WI EXIST, SOIL CONDITIONS MORE THAN 36 24 36"COVER SPACERS LOCATED 10' CASING SPACER DETAIL 28" & 30" 0.469" BACKFILL IN 6" LAYERS - X PIPE X FOR POOR SOILS - A MINIMUM O.C. MIN 32" 0.501" & COMPACT TO 95% STANDARD MAX, DIA. MAX, X= O.D. OF PIPEI2, 34" & 36" 0.532" o DENSITY WITHIN ROAD WATER MAIN WATER MAIN 38" - 44" 0.563" RIGHT-OF-WAYS OR OTHERWISE U 46" - 50" 0.688" o 90% STANDARD DENSITY AS DETERMINED BY SEE NOTE 1 ENCASEMENT PLUG STEEL ENCASEMENT PII (CASEMENT PIPE 52" & 54" 0.813" AASHTO TEST METHOD T-99 OR NEOPRENE BOOTS TRACER WIRE 60" 0.876" N ~ ~ - TYP, EACH END oa o 66" 1.000" P 4 ate, ~ ~aa ~°D ®o° as 6p a® I ®o° ,a sa a® MINIMUM 4 L.F. DUCTILE IRON MAIN EACH SEE NOTE 2 SEE NOTE 3 4 ° ~ 4 SIDE OF ENCASEMENT PIPE NOTES; NOTES 1, SHAPE BOTTOM OF TRENCH TO FIT BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE, FOR 1, THE INSIDE DIAMETER OF THE CASING PIPE SF :ASING PIPE SHALL BE A MINIMUM OF 4" LARGER THAN WATER MAINS, FORCE MAINS AND SEWER PIPE BED ONE-QUARTER THE PIPE OUTSIDE DIAMETER ON THE LARGEST OUTSIDE DIAMETER OF THE C~ fER OF THE CARRIER PIPE (JOINTS OR COUPLINGS) IF THE THE SIDES OF AND 6"BENEATH PIPE WITH #67 STONE, EXCAVATE UNDER EACH BELL SUFFICIENTLY CARRIER PIPE IS LESS THAN 6" IN DIAMETER, IN DIAMETER. IF THE DIAMETER OF THE CARRIER PIPE IS . , TO PREVENT ANY LOAD ON BELL, 6" OR LARGER, THE DIAMETER OF THE CASINI OF THE CASING PIPE SHALL BE A MINIMUM OF 6" LARGER THAN THE LARGEST OUTSIDE DIAME UTSIDE DIAMETER OF CARRIER PIPE. 2, FOR TRENCH DEPTHS UP T016' WHERE ROCK ORNON-CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH 11~1~~1,,,, BOTTOM, AT DIRECTION OF ENGINEERS, A CUSHION AT LEAST 8" THICK OF #67 OR STONE #461 FOR SEWER 2, THE TOP OF THE CASING PIPE SHALL BE A MINI HALL BE A MINIMUM OF 3' BELOW THE INVERT OF ; ~°e°°oFEssio~°ti.~ LINES OR #5 STONE FOR WATER MAINS AND FORCE MAINS SHALL BE PLACED BETWEEN THE ROCK AND THE ROADSIDE DRAINAGE DITCHES. ' = SEAL BOTTOM OF THE PIPE, SEE SPECIFICATIONS FOR TRENCH DEPTHS GREATER THAN 16'. = 14 10 I = 3. USE CASING SPACER SUPPORTS (SEE DETAIL) > (SEE DETAIL) TO MOVE CARRIER PIPE INTO CASING °°°.F~, ~e~,°° ~p GI NE PIPE, SPACING OF CASING SPACERS WILL BE ~CERS WILL BE DICTATED BY THE LENGTH OF CASING ti~ ~P 3. WHERE UNSTABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEERS AND PIPE AND NUMBER OF JOINTS OF CARRIER PII )F CARRIER PIPE. M° KAMP BACKFILL WITH AT LEAST 8" OF #467 STONE, THE BACKFILL SHALL BE COMPACTED AND SHAPED TO FORM A SEAL' NT OF PIPE. BED FOR THE PIPE, 4, MINIMUM OF 2 SPACERS PER JOINT OF PIPE, 5. CASING PIPE SHALL BE STEEL WITH MIN, YIELD S 'H MIN. YIELD STRENGTH OF 35,000 PSI. 6. CARRIER PIPE FOR GRAVITY PIPE SHALL BE DL E SHALL BE DUCTILE IRON WITH PUSH-ON JOINTS. ~~0~ AECOM TECHNICAL SERVICES, INC. ~ 7, CARRIER PIPE FOR PRESSURE PIPE, WATER AP 'IPE, WATER AND FORCE MAIN SHALL BE DUCTILE IRON 701 CORPO'~RATLE GEH, NC 27607E, SUITE 475 (919) 854-6200 www.aecom.com SCALE: N.T.S. CU-502 WITH RESTRAINED JOINTS. 8. INSTALLATION OF CASING PIPE SHALL BE BY BI iHALL BE BY BORING & JACKING A/E INFO APPROVED FOR COMMANDER NAVFAC ~ CASING ACTIVITY 100 FINAL DESIGN C4 PACKAGE SUBMITTAL SCALE: N.T.S. C U - ~ O ~ SATISFACTORY TO DATE 06.13.2011 DES JMK oRw MW cHK LM «PM/DM» CW/PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION ~Ha a B Q Z z z ~ ~ o ~g~ AIR RELEASE VALVE WITH ~ ~ o ~ ~ FINISHED GRADE 1'-4"DIA CAST IRON VALUE AIR RELEASE FRAME AND VENTED LID ~ 10 FLAT SLAB TOP FLUSHING ATTACHMENTS z BOX WITH "WATER" ~ FLUSHING A CAST INTO SLAB ~ ~ OR APPF OR APPROVED EQUAL FORCE MAIN z Q w o CAST INTO COVER z_ AIR RELEASE VALVES WI Z ~ Z \ J ~ FLUSHING ATTACHMENTS GRADE Q PRECAST MANHOLE RISER Q ~ W Z ~Z`-' ~ W . ~ _ 2"INLET 316 SS T-HANDLE . ~ BALL VALVE OPEN LEFT CONCRETE COLLAR ~ ~ 48 LLJ X ~ ~ m J J z Z RISER 6" WALL THICKNESS Q Q ~ ~ W Q CURB STOP FOR 2 ~ ~ 2 N.P.T. 316 SS PIPE z~° a p w AND SMALLER w ~ ~ o CAST IRON VALUE BOX - GATE VALUE ~ ~ ~o~~ ~ ~ NOTES: Oz Q LARGER THAN 2" ~o~ U~ z ~5° ~ ~ ~ 1, COAT INTERIOR OF MANHOLE WITH MANHOLE WITH ~ FRAME AND COVER LOCATION Z J ~ ~ RAVEN EPOXY 405 PROTECTIVE LINER IVE LINER ~ ~ AT 120 MILS MINIMUM THICKNESS, JESS. ~ TIE TO EXIST. SERVICE COMPACTED CRUSHED STONE 2. usE 32"RISER FOR FORCE MAINS 12" ~ FORCE MAINS 12" OR SMALLER. USE 48" RISER W O LiJ 2" z ~ COPPER GOOSENECK CONNECTION TO SPRING LINE FOR FORCE MAINS UP TO 42 , SER FOR FORCE MAINS UP T012", USE 5' CD ~ Q ~ (AS REQUIRED) ~ 12"MINIMUM UNDER BOTTOM 3, USE 4' DIAMETER RISER FOR FORCE N BRICK BEARING ON DIAMETER RISER FOR FORCE MAINS UP TO 2 CE MAINS UP TO 24", RISER DIAMETERS FOR W N ~ CORPORATION STOP UNDISTURBED EARTH OF RISER LARGER FORCE MAINS WILL BE CASE•BY•CA; L BE CASE-BY-CASE. W ~ 4. FOR TAPS ON PVC FORCE MAINS 316 ; 'ORCE MAINS 316 SS SADDLES SHALL BE Q W N J WATER MAIN USED. x z ~ Q m = J_ k 0 ~c~~ ~ Z Q 0 Qo °a ~ o A 0 ?LVE ~Q° w ~ SCALE: N.T.S. CU-502 0 aa~ Q FOR WATER MAINS = z oz° ~ o SCALE: N.T.S. CU-rJ02 A4 scA~E: NTS EPROJECT No.: 796542 CONSTR. CONTR. N0. ,Q~ N40085-10-D-5313 ~N~~ ~~~o NAVFAC DRAWING N0. ~~~o 12598869 ~W~. SHEET 205 OF 305 ~Q~c~ ~o~o CU502 4 5 DRAWFORM REVISION: 10 MARCH 2009 4 5 a a a a 0 1, NOTIFY CONTRACTING OFFICER PRIORTO D COMMENCEMENT OF ANY DRILLING ACTIVITIES, 2, LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION ANDIOR EXISTI EXISTING GRADE DRILLING. / ~ Z ~ ~ ~ ~ 3, EROSION CONTROL AND SPILL PREVENTION MEASURES ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SHALL BE INSTALLED PRIOR TODRILLING. ~ ~ ~ ~ ~ ~ ~ N 4, ADJUSTMENTS WILL BE ALLOWED TO BOTH THE VERTICAL U AND HORIZONTAL ALIGNMENTS AS REQUIRED TO AVOID UTILITY Z_ ~ CONFLICTS OR TO ADJUST FOR DRILLING CONDITIONS. ~ RESTRAINED JOINT DI PIPING, N ADJUSTMENTS SHALL BE MADE TO THE TOLERANCES LISTED IN SEE PLAN & PROFILES FOR THE HDD DRILLING TOLERANCES TABLE, RESTRAINED DISTANCE - 3' M~N~ ~IN• NDPE 1, VERTICAL = ± 10 FT 2, HORIZONTAL = ±5 FT FROM CENTERLINE RJ DIP FITTING, IF 3, ENTRY POINT (RIG SIDE) =LOCATION SHOWN ON PLAN HDPE TO DIP MECH -0 DIP MECH DEFLECTION EXCEEDS NOTES: 4, EXIT POINT (PULLBACK SIDE) _ ±10 FT IN LENGTH m JOINT COUPLING + Z ~ COUPLING MAXIMUM RECOMMENDED 1. SEE PLAN FOR ,,~~`"'~A"'~~~,, IN SPECIFICATOINS PIPE DIAMETERS, ;,'o~ ~'.....•.R0<~~'-; _5 FEET FROM CENTERLINE o , =Z e ~ ~ 00 SEAL m~ = 14 10 I = uo e ~Nc I N~~~e tip, `MQ~P KA11~``~~ SEAL' 'E TO DIP. J N ECTI ON n SCALE: N.T.S. N.T.S. CU-503 C4 ~ A=COM AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 (919) 854-6200 www.aecom.com A/E INFO APPROVED L' FITTING FOR COMMANDER NAVFAC ACTIVITY 100 FINAL DESIGN PACKAGE SUBMITTAL DUCTILE IRON PII CTILE IRON PIP C ~ SATISFACTORY TO DATE 06.13.2011 DES JMK oRw MW cHK LM «PM/DM» CW/PV 1 \ BRANCH MANAGER ~ _ CHIEF ENG~ARCH \ Qj_ FIRE PROTECTION VOA ~~z Q /`~~'Q ~ Z ~ ZO ~g~ Otio ~ ~ ~ ~ ~ ion` ~~o = Z wiz O wQ~ ~ z w o ~w~ Z ~ Z \ J RE Q RESTRAINT LENGTH TABLE (FT) w /a ~ w z ~Z`-' ~ W J t I W ~ ~ ITEM 6" 8" LLJ X 45° 20 20 I 20 20 20 20 20 21 27 ~ z ~ ~ W Q U a~° Q O w 90° 20 26 I 26 31 36 41 46 51 63 ~ z v ~ ~ TEE 20 23 I 23 31 41 50 59 67 92 v~ ~ z VALVE 36 47 ~ 47 56 65 74 84 93 118 z W Q J ~ NOTES: w ~ ~ z ~ w 0 1. CALCULATED LENGTI ED LENGTHS INDICATE THE MINIMUM REQUIRED z ~ Q RESTRAINED LENGT IED LENGTH FOR EACH SIDE OF THE FITTING. w W ~ J Qw N 2. LENGTHS IN TABLE A N TABLE ARE CALCULATED USING THE J m k FOLLOWING ASSUMI JG ASSUMPTIONS: ~ U ~ ~ Z Q ° PIPE MATERIAL IS Dl 0 =RIAL IS DUCTILE IRON, SOIL TYPE IS SM, ~ ~ Z o ~ A ~ SAFETY FACTOR IS ' ° 4CTOR IS 1.5 TO 1, TRENCH TYPE IS 3, DEPTH 0 OF BURY IS 3 FEET ~ S 3 FEET AND 150 PSI TEST PRESSURE. ~ > ~ z 0 o_ aQ~ a w o ~ 0 scA~E: NTS 0 RESTRAINED JOINTS EPROJECT No.: 796542 FOR WATER MAINS CONSTR. CONTR. N0. ,Q~ oo~v ~ o SCALE: N.T A4 N40085-10-D-5313 ~ AL CU-503 NAVFAC DR1w2598870 ~~~o ~W~. SHEET 206 OF 305 ~Q~c~ ~o~o CU503 4 5 DRAWFORM REVISION: 10 MARCH 2009