Project_Drawing_Set_1_of_3.pdf
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- Attached to
- Repair Storm Drains WPAFB Area B Federal contract opportunity
- Solicitation number
- FA8601-18-B-0002
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Attachment 2 Drawing Set 1 of 3 for FA8601-18-B-0002
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G-001SHEET INDEX
REPAIR STORM DRAINS AREA B
PROJECT NUMBERS: ZHTV090235
CONTRACT NO.: FA8601-15-D-0007
WRIGHT-PATTERSON AIR FORCE BASE, OHIO
ARCHITECTS/ENGINEERS:
BWSC/EMERSION JOINT VENTURE
1370 VANGUARD BLVD.
MIAMISBURG, OHIO 45342
REPAIR STORM DRAINS AREA B
NSP NSP SWS
CLIENT COMMENT REVISION10/25/17
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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DATE
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NO.
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REVISION
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BY
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AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
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US
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AF
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AutoCAD SHX Text B
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WRIGHT-PATTERSON AIR FORCE BASE
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88TH ABW
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OF
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DESIGN CHIEF
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DATE
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DRAWN
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DESIGNED
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CHECKED
AutoCAD SHX Text 10/3/17
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FINAL DESIGN
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AutoCAD SHX Text 10/3/17
G-002
SHEET INDEX, SUMMARY OF
PIPES AND STRUCTURES
REPAIR STORM DRAINS AREA B
SUMMARY OF PIPES
US
STRUCTURE
DS STRUCTURE SHEET NUMBER EXISTING
MATERIAL
SIZE LENGTH ACTION NUMBER
OF TAPS
COMMENTS PRIORITY
MH20150 MH20148 C-101 TO C-105 RCP 12 96.1 PIPEBURST 1 1
CB20010 MH20007 C-101 RCP 15 60.2 CIPP 0 1
CB20161 MH20007 C-101 RCP 12 28.0 ABANDON 0 CB20161 DOES NOT EXIST 1
MH20007 MH20008 C-101 RCP 18 58.4 CIPP 0 1
MH20006 MH20008 C-101 RCP 24 62.1 OPEN CUT 0 REP MH20006 AND MH20008 1
MH20005 MH20006 C-101 TO C-105 NEW PIPE 12 77.1 OPEN CUT 0 NEW MH20005 NEW PIPE
ALIGN.
MH20009 MH20008 C-101 RCP 12 38.0 ABANDON 0 1
MH20154 MH20009 C-101 VCP 10 47.5 ABANDON 0 1
MH20005 MH20154 C-101 TO C-105 VCP 10 62.0 ABANDON 0 1
MH20017 MH20010 C-101 TO C-105 RCP 48 389.5 HEAVY CLEAN 14 PARTLY UNDER BUILDING 1
MH20010 MH20011 C-101 TO C-102 RCP 48 102.9 HEAVY CLEAN 3 PARTLY UNDER BUILDING 1
MH20011 MH20012 C-102 CP 48 319.3 HEAVY CLEAN 14 PARTLY UNDER BUILDING 1
CB20053 MH20053 C-102 VCP 12 24.8 CIPP 0 1
MH20054 MH20053 C-102 TO C-106 RCP 12 180.8 PIPEBURST 0 1
MH20163 MH20078 C-103 VCP 18 98.6 PIPEBURST 2 NEW MH20163 1
MH20088 CB20175 C-103 CMP 12 277.4 ABANDON UNKNOWN CMP ABAND REP MH20088 1
CB20175 MH20163 C-103 CMP 12 42.6 OPEN CUT UNKNOWN 1
MH20088 MH20164 C-103 VCP 12 161.7 OPEN CUT UNKNOWN NEW MH20164 1
MH20079 MH20163 C-103 VCP 18 94.1 PIPEBURST 3 REP MH20079 1
MH20080 MH20079 C-103 DIP 12 11.5 OPEN CUT 0 REP MH20080 1
MH20081 MH20080 C-103 RCP 12 23.8 CIPP 0 2
MH20143 MH20081 C-103 TO C-107 VCP 10 145.9 PIPEBURST 3 2
MH20082 MH20079 C-103 VCP 18 117.7 OPEN CUT UNKNOWN REP MH20082 E Street 1
MH20083 MH20082 C-103 RCP 18 11.0 OPEN CUT 0 REP MH20083 1
MH20084 MH20083 C-103 VCP 18 52.6 OPEN CUT UNKNOWN REP MH20084 1
MH20160 MH20085 C-103 TO C-107 VCP 12 334.8 PIPEBURST &
POINT REPAIR
UNKNOWN TWO POINT REPAIRS 1
CB20074 MH20082 C-103 VCP 18 130.9 PIPEBURST 0 REP CB20074 1
MH20089 CB20074 C-103 VCP 18 145.4 OPEN CUT 3 REP MH20089 1
CB20163 MH20089 C-103 TO C-104 VCP 18 33.9 OPEN CUT 0 REP CB20163 ROAD CLOSURE 1
MH20158 MH20089 C-103 CMP 18 54.8 ABANDON UNKNOWN REP MH20158 1
MH20158 CB20174 C-103 TO C-104 NEW PIPE 12 24.3 OPEN CUT 0 NEW CB20174 1
CB20160 MH20158 C-103 TO C-107 CMP 18 77.7 ABANDON 0 1
CB20082 MH20165 C-104 RCP 10 18.8 OPEN CUT 0 NEW MH20165 1
CB20174 CB20163 C-104 NEW PIPE 18 32.4 OPEN CUT UNKNOWN 1
CB20164 CB20174 C-104 TO C-108 NEW PIPE 18 84.6 OPEN CUT UNKNOWN PARKING LOT/NIGHT 1
MH20099 MH20096 C-104 RCP 42 71.8 CIPP 0 2
CB20150 TEE-CONNECTION C-104 RCP 12 16.2 ABANDON 0 1
CB20150 MH20099 C-104 NEW PIPE 12 21.4 OPEN CUT 0 REP CB20150 1
MH20167 MH20099 C-104 TO C-108 RCP 42 239.6 HEAVY CLEAN 5 NEW MH20167 1
MH20098 MH20097 C-104 RCP 15 298.6 CIPP 4 2
CB20003 CB20004 C-105 RCP 12 44.0 PIPEBURST 0 2
CB20005 MH20002 C-105 RCP 12 47.5 PIPEBURST 0 2
MH20056 MH20055 C-106 RCP 12 114.6 PIPEBURST UNKNOWN 2
CB20054 CB20055 C-106 RCP 12 27.2 CIPP 0 2
CB20055 MH20056 C-106 RCP 12 28.4 CIPP 0 2
MH20057 MH20056 C-106 VCP 12 92.2 PIPEBURST 1 2
CB20057 MH20056 C-106 RCP 12 38.7 CIPP 0 2
MH20058 CB20057 C-106 RCP 12 56.2 CIPP 0 2
MH20059 MH20058 C-106 RCP 12 103.0 CIPP 0 2
CB20059 CB20060 C-106 TO C-110 RCP 12 31.1 CIPP 0 2
CB20164 CB20160 C-107 TO C-108 PVC 12 25.0 ABANDON 0 REP CB20164 1
MH20090 CB20160 C-107 CMP 18 155.5 ABANDON 1 1
CB20165 MH20090 C-107 TO C-108 VCP 8 25.0 ABANDON 0 1
CB20166 TEE-CONNECTION C-107 TO C-108 PVC 10 25.0 ABANDON 0 1
MH20091 MH20090 C-107 CMP 15 204.0 ABANDON 4 1
CB20167 MH20091 C-107 TO C-108 VCP 8 25.0 ABANDON 0 1
MH20092 MH20091 C-107 TO C-111 CMP 15 146.6 ABANDON 2 1
CB20165 CB20164 C-108 NEW PIPE 18 147.6 OPEN CUT 1 PARTIAL ROAD CLOSURE 1
CB20166 CB20165 C-108 NEW PIPE 18 123.7 OPEN CUT UNKNOWN PARTIAL ROAD CLOSURE 1
CB20167 CB20166 C-108 NEW PIPE 15 80.6 OPEN CUT UNKNOWN PARTIAL ROAD CLOSURE 1
CB20168 CB20167 C-108 TO C-112 NEW PIPE 15 146.5 OPEN CUT 1 PARTIAL ROAD CLOSURE 1
CB20089 CB20087 C-108 VCP 15 214.0 PIPEBURST UNKNOWN 1
MH20096 CB20089 C-108 TO C-112 VCP 10 202.0 PIPEBURST 3 PIPEBURST LINE DOWNSTREAM 1
CB20088 MH20167 C-108 RCP 12 18.7 OPEN CUT 0 1
CB20092 MH20167 C-108 RCP 42 126.1 HEAVY CLEAN 0 1
CB20091 CB20092 C-108 RCP 12 22.8 CIPP 0 2
CB20093 CB20092 C-108 VCP 15 63.8 OPEN CUT UNKNOWN REP CB20093 1
CB20149 CB20093 C-108 VCP 15 21.4 CIPP 0 1
CB20094 CB20149 C-108 VCP 15 61.2 OPEN CUT 1 REP CB20149 1
CB20090 MH20166 C-108 CMP 24 60.2 OPEN CUT UNKNOWN NEW MH20166, REP CB20090 1
MH20019 CB20014 C-109 RCP 48 145.5 HEAVY CLEAN 0 1
MH20036 MH20022 C-109 VCP 10 72.1 PIPEBURST 0 2
MH20026 MH20022 C-109 TO C-113 RCP 48 39.2 ABANDON 0 2
MH20020 CB20016 C-110 RCP 12 114.7 CIPP 0 2
CB20017 MH20020 C-110 RCP 10 38.4 CIPP 0 2
CB20170 MH20020 C-110 VCP 10 54.6 OPEN CUT 0 REP MH20020, NEW CB20170 1
MH20063 CB20170 C-110 VCP 10 17.5 OPEN CUT 0 REP MH20063 1
MH20021 MH20063 C-110 VCP 10 92.1 ABANDON 0 REP MH20021 1
MH20021 MH20063 C-110 NEW PIPE 10 70.0 OPEN CUT 0 1
MH20023 MH20024 C-110 VCP 18 27.3 OPEN CUT 0 REP MH20023 1
MH20065 MH20023 C-110 VCP 18 261.9 CIPP 1 2
CB20062 MH20065 C-110 VCP 18 49.8 OPEN CUT UNKNOWN REP MH20062 AND MH 20065 1
MH20072 MH20067 C-110 RCP 12 100.4 OPEN CUT UNKNOWN REP MH20072 1
CB20145 MH20072 C-110 RCP 12 69.8 POINT REPAIR 0 1
SUMMARY OF PIPES
US
STRUCTURE
DS
STRUCTURE
SHEET
NUMBER
EXISTING
MATERIAL
SIZE LENGTH ACTION NUMBER
OF TAPS
COMMENTS PRIORITY
MH20074 CB20145 C-110 RCP 12 35.7 CIPP 0 2
MH20155 MH20074 C-110 TO C-111 RCP 10 147.9 PIPEBURST 0 2
CB20148 MH20072 C-110 TO C-111 VCP 12 148.0 PIPEBURST 0 2
MH20062 CB20063 C-110 RCP 24 52.3 OPEN CUT 0 REP MH20062 1
MH20061 MH20062 C-110 VCP 12 102.5 PIPEBURST 2 PLACE PIPEBURST PIT
DOWNSTREAM OF MH20062
CB20147 CB20148 C-111 VCP 12 36.3 PIPEBURST 0 2
CB20146 CB20147 C-111 VCP 12 40.9 PIPEBURST 0 2
MH20112 CB20146 C-111 VCP 12 96.8 PIPEBURST 0 2
CB20118 MH20112 C-111 TO C-115 CMP 10 48.4 OPEN CUT 0 REP MH20112 1
MH20114 MH20113 C-111 RCP 42 22.5 OPEN CUT 0 REP MH20113 ROAD
CLOSURE
MH20123 MH20113 C-111 TO C-115 RCP 24 93.4 OPEN CUT 0 1
MH20110 MH20155 C-111 RCP 10 134.7 CIPP 0 2
MH20109 MH20110 C-111 RCP 12 162.4 PIPEBURST 1 2
CB20168 MH20092 C-111 TO C-112 PVC 12 25.0 ABANDON 0 1
CB20103 MH20116 C-112 VCP 12 114.6 OPEN CUT UNKNOWN 1
MH20105 MH20169 C-112 VCP 10 104.0 OPEN CUT 2 ROAD CLOSURE 1
MH20156 MH20105 C-112 VCP 10 90.1 PIPEBURST 1 PIPEBURST LINE UPSTREAM 2
MH20102 CB20098 C-112 RCP 42 108.5 HEAVY CLEAN 0 1
CB20100 MH20102 C-112 RCP 12 13.0 CIPP 0 2
MH20172 MH20171 C-114 NEW PIPE 12 270.0 OPEN CUT UNKNOWN 1
MH20039 MH20031 C-114 VCP 12 267.0 ABANDON 7 1
CB20067 CB20159 C-114 VCP 18 51.0 PIPEBURST 0 2
MH20032 MH20031 C-114 VCP 30 80.1 CIPP 0 2
MH20035 MH20032 C-114 VCP 24 83.7 PIPEBURST 2 PIPEBURST LINE UPSTREAM 1
MH20033 MH20032 C-114 VCP 12 28.2 OPEN CUT 0 1
MH20034 MH20033 C-114 VCP 12 57.3 CIPP 1 2
CB20066 MH20033 C-114 VCP 10 90.0 CIPP 2 1
MH20071 MH20070 C-114 VCP 18 74.0 CIPP 0 2
MH20125 CB20118 C-115 CMP 10 135.0 ABANDON 1 1
MH20126 MH20125 C-115 CMP 10 70.0 ABANDON 1 1
MH20126 MH20124 C-115 NEW PIPE 12 85.1 OPEN CUT 1 1
CB20129 MH20124 C-115 TO C-116 VCP 12 154.1 CIPP & POINT
REPAIR
2 1
CB20123 MH20124 C-115 TO C-119 RCP 15 251.6 PIPEBURST 4 PIPEBURST LINE UPSTREAM 1
CB20130 CB20129 C-116 VCP 12 86.4 PIPEBURST 5 PARTIAL CLOSURE 2
CB20131 CB20130 C-116 VCP 12 51.9 PIPEBURST 1 PARTIAL CLOSURE 2
CB20132 CB20131 C-116 VCP 12 81.5 PIPEBURST 2 PARTIAL CLOSURE 2
CB20138 CB20132 C-116 RCP 12 52.1 CIPP 0 2
CB20139 CB20138 C-116 CMP 10 126.6 OPEN CUT 1 PARTIAL CLOSURE 1
MH20131 CB20132 C-116 VCP 12 163.4 PIPEBURST 4 PIPEBURST LINE UPSTREAM 2
CB20136 CB20135 C-116 RCP 12 40.1 PIPEBURST 0 PARTIAL CLOSURE 2
CB20134 CB20135 C-116 RCP 12 35.8 PIPEBURST 0 2
CB20133 CB20134 C-116 RCP 12 26.6 PIPEBURST 0 PARTIAL CLOSURE 1
CB20034 CB20035 C-117 RCP 12 109.3 CIPP 0 1
CB20035 MH20041 C-117 RCP 12 28.0 CIPP 0 2
MH20173 MH20041 C-117 RCP 48 20.6 HEAVY CLEAN 0 TRAFFIC CLOSURE 1
MH20162 MH20173 C-117 RCP 48 98.0 HEAVY CLEAN 2 TRAFFIC CLOSURE 1
MH20042 MH20173 C-117 TO C-118 VCP 12 115.1 PIPEBURST 1 NEW MH20173 TRAFFIC
CLOSURE
MH20050 MH20162 C-117 RCP 48 181.6 HEAVY CLEAN 4 TRAFFIC CLOSURE 1
CB20048 MH20050 C-117 RCP 12 49.5 CIPP 0 TRAFFIC CLOSURE 1
MH20049 MH20048 C-118 RCP 18 241.5 PIPEBURST 0 TRAFFIC CLOSURE 2
CB20154 MH20044 C-118 VCP 12 25.3 PIPEBURST 2 1
MH20045 CB20154 C-118 VCP 12 49.8 PIPEBURST 0 1
MH20174 MH20047 C-118 VCP 12 126.0 OPEN CUT 1 1
CB20050 MH20174 C-118 VCP 12 10.6 OPEN CUT 1 1
CB20069 CB20068 C-118 RCP 15 18.6 OPEN CUT 0 TRAFFIC CLOSURE 1
CB20122 CB20123 C-119 RCP 15 18.9 OPEN CUT 0 1
CB20124 CB20155 C-119 RCP 10 37.9 PIPEBURST 0 2
MH20157 CB20156 C-119 TO C-120 RCP 15 79.9 PIPEBURST 1 2
CB20127 CB20126 C-120 VCP 15 43.7 PIPEBURST 0 1
CB20157 CB20127 C-120 VCP 15 92.2 PIPEBURST 4 1
CB20128 CB20157 C-120 VCP 15 76.9 PIPEBURST 3 1
MH20130 CB20128 C-120 VCP 15 14.0 CIPP 1 1
AEP MH20130 C-120 VCP 15 27.3 CIPP 0 1
SUMMARY OF STRUCTURES
STRUCTURE SHEET
NUMBER
ACTION COMMENT
MH20148 C-101 LEAVE AS IS
MH20149 C-101 LEAVE AS IS CONTRACTOR SHALL REMOVE
BROKEN PIPE FROM MANHOLE
CB20010 C-101 LEAVE AS IS
MH20007 C-101 LEAVE AS IS
MH20008 C-101 REPLACE MANHOLE NO. 3
MH20006 C-101 REPLACE MANHOLE NO. 3
MH20009 C-101 ABANDON
MH20154 C-101 ABANDON
MH20010 C-101 LEAVE AS IS
MH20011 C-102 LEAVE AS IS
MH20012 C-102 LEAVE AS IS
CB20053 C-102 LEAVE AS IS
MH20053 C-102 LEAVE AS IS
MH20078 C-103 LEAVE AS IS
MH20163 C-103 NEW MANHOLE NO. 3
MH20079 C-103 REPLACE MANHOLE NO. 3
MH20080 C-103 REPLACE MANHOLE NO. 3
MH20081 C-103 LEAVE AS IS
MH20082 C-103 REPLACE MANHOLE NO. 3
MH20083 C-103 REPLACE MANHOLE NO. 3
MH20084 C-103 REPLACE CATCH BASIN NO. 2-2B
CB20074 C-103 REPLACE CATCH BASIN NO. 3A
MH20089 C-103 REPLACE MANHOLE NO. 3
MH20158 C-103 REPLACE MANHOLE NO. 3
SUMMARY OF STRUCTURES
STRUCTURE SHEET
NUMBER
ACTION COMMENT
MH20088 C-103 REPLACE MANHOLE NO. 3
MH20085 C-103 LEAVE AS IS
MH20164 C-103 NEW MANHOLE NO. 3
MH20165 C-104 NEW MANHOLE NO. 3
CB20082 C-104 REPLACE CATCH BASIN NO. 3
CB20163 C-104 REPLACE CATCH BASIN NO. 2-2B
CB20174 C-104 NEW CATCH BASIN NO. 2-2B
MH20099 C-104 LEAVE AS IS
CB20150 C-104 REPLACE CATCH BASIN NO. 2-2B
MH20096 C-104 LEAVE AS IS
MH20097 C-104 LEAVE AS IS
MH20098 C-104 LEAVE AS IS
MH20150 C-105 LEAVE AS IS
MH20005 C-105 REPLACE MANHOLE NO. 3
MH20017 C-105 LEAVE AS IS
CB20003 C-105 LEAVE AS IS
CB20004 C-105 LEAVE AS IS
CB20005 C-105 LEAVE AS IS
MH20002 C-105 LEAVE AS IS
MH20054 C-106 LEAVE AS IS
MH20055 C-106 LEAVE AS IS
MH20056 C-106 LEAVE AS IS
CB20055 C-106 LEAVE AS IS
CB20054 C-106 LEAVE AS IS
MH20057 C-106 LEAVE AS IS CONTRACTOR TO REMOVE BROKEN
PIPE SECTION FROM MANHOLE
CB20057 C-106 LEAVE AS IS
MH20058 C-106 LEAVE AS IS
MH20059 C-106 LEAVE AS IS
CB20060 C-106 LEAVE AS IS
MH20143 C-107 LEAVE AS IS
MH20160 C-107 LEAVE AS IS
CB20160 C-107 ABANDON
MH20090 C-107 ABANDON
MH20091 C-107 ABANDON
CB20164 C-108 REPLACE
CB20165 C-108 REPLACE
CB20166 C-108 REPLACE
CB20167 C-108 REPLACE
CB20087 C-108 LEAVE AS IS
CB20089 C-108 LEAVE AS IS
MH20101 C-108 ABANDON
CB20088 C-108 LEAVE AS IS
MH20167 C-108 NEW MANHOLE NO. 3
CB20091 C-108 LEAVE AS IS
CB20092 C-108 LEAVE AS IS
CB20093 C-108 REPLACE CATCH BASIN NO. 3A
CB20149 C-108 REPLACE CATCH BASIN NO. 2-2B
CB20094 C-108 REPLACE CATCH BASIN NO. 2-2B
CB20090 C-108 LEAVE AS IS
MH20166 C-108 NEW MANHOLE NO. 3
CB20014 C-109 LEAVE AS IS
MH20019 C-109 LEAVE AS IS
MH20036 C-109 LEAVE AS IS
MH20022 C-109 LEAVE AS IS
CB20016 C-110 LEAVE AS IS
MH20020 C-110 REPLACE
CB20017 C-110 LEAVE AS IS
CB20170 C-110 NEW CATCH BASIN NO. 3A
MH20063 C-110 REPLACE MANHOLE NO. 3
MH20021 C-110 REPLACE MANHOLE NO. 3
MH20024 C-110 REPLACE MANHOLE NO. 3
MH20023 C-110 REPLACE MANHOLE NO. 3
MH20065 C-110 REPLACE MANHOLE NO. 3
CB20062 C-110 REPLACE CATCH BASIN NO. 2-2B
MH20067 C-110 REPLACE MANHOLE NO. 3
MH20072 C-110 REPLACE MANHOLE NO. 3
CB20145 C-110 LEAVE AS IS
MH20074 C-110 LEAVE AS IS
CB20063 C-110 REPLACE CATCH BASIN NO. 2-2B
MH20062 C-110 REPLACE MANHOLE NO. 3
MH20061 C-110 LEAVE AS IS
CB20059 C-110 LEAVE AS IS
CB20148 C-111 LEAVE AS IS
CB20147 C-111 LEAVE AS IS
CB20146 C-111 LEAVE AS IS
MH20112 C-111 LEAVE AS IS
MH20113 C-111 REPLACE MANHOLE NO. 3
MH20114 C-111 REPLACE MANHOLE NO. 3
MH20155 C-111 LEAVE AS IS
MH20110 C-111 LEAVE AS IS
MH20109 C-111 LEAVE AS IS
MH20168 C-111 NEW MANHOLE NO. 3
MH20092 C-111 ABANDON
CB20168 C-112 REPLACE CATCH BASIN NO. 2-2B
SUMMARY OF STRUCTURES
STRUCTURE SHEET
NUMBER
ACTION COMMENT
CB20103 C-112 REPLACE CATCH BASIN NO. 2-2B
MH20116 C-112 REPLACE MANHOLE NO. 3
MH20169 C-112 NEW MANHOLE NO. 3
MH20105 C-112 REPLACE MANHOLE NO. 3
MH20156 C-112 LEAVE AS IS
MH20096 C-112 LEAVE AS IS
CB20098 C-112 LEAVE AS IS
MH20102 C-112 LEAVE AS IS
CB20100 C-112 LEAVE AS IS
MH20026 C-113 LEAVE AS IS
MH20034 C-114 LEAVE AS IS
MH20033 C-114 LEAVE AS IS
CB20066 C-114 ADJUST RAISE TO EXISTING GRADE
MH20032 C-114 LEAVE AS IS
MH20035 C-114 ADJUST NEW MANHOLE LID
MH20031 C-114 LEAVE AS IS
MH20171 C-114 NEW MANHOLE NO. 3
MH20172 C-114 NEW MANHOLE NO. 3
MH20039 C-114 ABANDON REROUTE CONNECTIONS
MH20070 C-114 LEAVE AS IS
MH20071 C-114 LEAVE AS IS
CB20159 C-114 LEAVE AS IS
CB20067 C-114 LEAVE AS IS
CB20118 C-115 ABANDON
MH20125 C-115 ABANDON
MH20126 C-115 REPLACE LOCATE; MANHOLE NO. 3
MH20124 C-115 REPLACE MANHOLE NO. 3; SLOTTED LID
MH20123 C-115 REPLACE MANHOLE NO. 3; SLOTTED LID
CB20129 C-116 LEAVE AS IS
CB20130 C-116 LEAVE AS IS
CB20131 C-116 LEAVE AS IS
CB20132 C-116 LEAVE AS IS
CB20138 C-116 REPLACE CATCH BASIN NO. 3A
CB20139 C-116 REPLACE CATCH BASIN NO. 3A
MH20131 C-116 LEAVE AS IS
CB20136 C-116 LEAVE AS IS
CB20135 C-116 LEAVE AS IS
CB20134 C-116 REPLACE CATCH BASIN NO. 3A
CB20133 C-116 LEAVE AS IS
AOC C-116 ADJUST RAISE TO EXISTING GRADE
CB20034 C-117 LEAVE AS IS
CB20035 C-117 LEAVE AS IS
MH20041 C-117 LEAVE AS IS
MH20173 C-117 NEW MANHOLE NO. 3
MH20162 C-117 LEAVE AS IS
MH20050 C-117 LEAVE AS IS
CB20048 C-117 LEAVE AS IS
MH20042 C-118 LEAVE AS IS
MH20048 C-118 LEAVE AS IS
MH20049 C-118 LEAVE AS IS
CB20068 C-118 REPLACE CATCH BASIN NO. 3A
CB20069 C-118 REPLACE CATCH BASIN NO. 3A
CB20050 C-118 REPLACE CATCH BASIN NO. 2-2B
MH20174 C-118 NEW MANHOLE NO. 3
MH20047 C-118 REPLACE MANHOLE NO. 3
MH20045 C-118 LEAVE AS IS
CB20154 C-118 REPLACE CATCH BASIN NO. 2-2B
MH20044 C-118 LEAVE AS IS
CB20123 C-119 REPLACE CATCH BASIN NO. 2-2B
CB20122 C-119 REPLACE CATCH BASIN NO. 2-2B
CB20155 C-119 LEAVE AS IS
CB20124 C-119 LEAVE AS IS
CB20171 C-119 NEW CATCH BASIN NO. 2-2B
CB20172 C-119 NEW CATCH BASIN NO. 2-2B
CB20156 C-119 LEAVE AS IS
MH20157 C-120 LEAVE AS IS
CB20126 C-120 LEAVE AS IS
CB20127 C-120 LEAVE AS IS
CB20157 C-120 LEAVE AS IS
CB20128 C-120 LEAVE AS IS
MH20130 C-120 LEAVE AS IS
INDEX OF DRAWINGS
35% 65% 95% 100%
GENERAL
G-001 COVER SHEET ● ● ●
G-002
SHEET INDEX, SUMMARY OF
PIPES AND MANHOLES ● ● ●
CIVIL
C-001 GENERAL NOTES ● ● ●
C-002 LEGEND ●
V-100 OVERALL EXISTING SITE PLAN ● ● ●
V-101 EXISTING SITE PLAN ● ● ●
V-102 EXISTING SITE PLAN ● ● ●
V-103 EXISTING SITE PLAN ● ● ●
V-104 EXISTING SITE PLAN ● ● ●
V-105 EXISTING SITE PLAN ● ● ●
V-106 EXISTING SITE PLAN ● ● ●
V-107 EXISTING SITE PLAN ● ● ●
V-108 EXISTING SITE PLAN ● ● ●
V-109 EXISTING SITE PLAN ● ● ●
V-110 EXISTING SITE PLAN ● ● ●
V-111 EXISTING SITE PLAN ● ● ●
V-112 EXISTING SITE PLAN ● ● ●
V-113 EXISTING SITE PLAN ● ● ●
V-114 EXISTING SITE PLAN ● ● ●
V-115 EXISTING SITE PLAN ● ● ●
V-116 EXISTING SITE PLAN ● ● ●
V-117 EXISTING SITE PLAN ● ● ●
V-118 EXISTING SITE PLAN ● ● ●
V-119 EXISTING SITE PLAN ● ● ●
V-120 EXISTING SITE PLAN ● ● ●
C-100 OVERALL SITE PLAN ● ● ●
C-101 REHABILITATION PLAN ● ● ●
C-102 REHABILITATION PLAN ● ● ●
C-103 REHABILITATION PLAN ● ● ●
C-104 REHABILITATION PLAN ● ● ●
C-105 REHABILITATION PLAN ● ● ●
C-106 REHABILITATION PLAN ● ● ●
C-107 REHABILITATION PLAN ● ● ●
C-108 REHABILITATION PLAN ● ● ●
C-109 REHABILITATION PLAN ● ● ●
C-110 REHABILITATION PLAN ● ● ●
C-111 REHABILITATION PLAN ● ● ●
C-112 REHABILITATION PLAN ● ● ●
C-113 REHABILITATION PLAN ● ● ●
C-114 REHABILITATION PLAN ● ● ●
C-115 REHABILITATION PLAN ● ● ●
C-116 REHABILITATION PLAN ● ● ●
C-117 REHABILITATION PLAN ● ● ●
C-118 REHABILITATION PLAN ● ● ●
C-119 REHABILITATION PLAN ● ● ●
C-120 REHABILITATION PLAN ● ● ●
C-201 STORMWATER PROFILES ● ● ●
C-202 STORMWATER PROFILES ● ● ●
C-203 STORMWATER PROFILES ● ● ●
CG101
EROSION & SEDIMENT
CONTROL NOTES ● ●
C-501 DETAILS ● ● ●
C-502 DETAILS ● ● ●
C-503 DETAILS ● ● ●
C-504 DETAILS ● ● ●
C-505 DETAILS ● ● ●
C-506 DETAILS ● ● ●
C-507 DETAILS ● ● ●
C-508 DETAILS ● ● ●
C-509 DETAILS ● ● ●
JDJ NSP
SWS
CLIENT COMMENT REVISION
10/25/17
HORIZONTAL AND VERTICAL CONTROL POINTS FOR THIS PROJECT ARE SHOWN IN THE PLANS (SEE SHEET V-100). ALL ELEVATIONS ARE FOR PROJECT USE ONLY AND ARE BASED ON VERTICAL DATUM NAVD 88 (FEET) AND OHIO STATE PLANE SOUTH ZONE HORIZONTAL DATUM NAD 83 (US SURVEY
FOOT). BUILDING FOOTPRINTS HAVE BEEN SURVEYED BUT ARE SOMETIMES DISTORTED FROM THE AERIAL BACKGROUND.
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND MAY NOT
REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES. CONTRACTOR SHALL PROCESS AN AF FORM 103, BASE CIVIL ENGINEERING WORK
CLEARANCE REQUEST AND NOTIFY GOVERNMENT AT LEAST 2 WEEKS PRIOR TO THE WORK PERMIT PROCESS. A SEPARATE DIG PERMIT, AF FORM 103, IS REQUIRED FOR EACH STORM PIPE SEGMENT A MINIMUM OF 2-WEEKS PRIOR TO EXCAVATION OR PIPE BURSTING.
THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE REPAIR OF EXISTING PROJECT SITE UTILITY LINES DAMAGED DURING CONSTRUCTION. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE APPROPRIATE AFFECTED GOVERNMENT ENTITY OR UTILITY OWNER.
ITEMS MARKED "ODOT" SHALL CONFORM TO OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS 2016 AND CURRENT STANDARD DRAWINGS. COPIES OF THE ODOT SPECIFICATIONS BOOK AND STANDARD DRAWINGS MAY BE PURCHASED FROM:
OHIO DEPARTMENT OF TRANSPORTATION
OFFICE OF CONTRACTS
P.O. BOX 899
COLUMBUS, OHIO 43216-0899
THE ODOT SPECIFICATIONS AND STANDARD DRAWINGS MAY ALSO BE DOWNLOADED FROM THE FOLLOWING INTERNET SITE, WWW.DOT.STATE.OH.US
THE UNIT PRICE CLAUSES OF THE ODOT SPECIFICATIONS WILL NOT APPLY FOR THIS PROJECT.
THE CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION. THESE AREAS INCLUDE LANDSCAPED AREAS, NORMAL GRASS AREAS, CURBS, ROADS, ETC. THESE AREAS SHALL BE REPAIRED USING SIMILAR TO EXISTING MATERIALS AND AS APPROVED BY WPAFB.
THE SITE SHALL BE KEPT CLEAN AND NEAT AT ALL TIMES. THE CONTRACTOR SHALL TAKE STEPS TO PROHIBIT ANY DIRT/MUD FROM BEING TRACKED ONTO THE ROADWAYS. CONTRACTOR MAY USE THE CORNER LOT LOCATED ON SOUTHWEST CORNER OF ACCESS ROAD AND F STREET FOR
MATERIAL LAY DOWN.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20.
ANY USE OF RADIOACTIVE MATERIALS BY THE CONTRACTOR, INCLUDING MOISTURE DENSITY GAUGES, MUST BE APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING BROUGHT ONTO WPAFB. THIS REQUIREMENT IS FROM WPAFB 40-201 AND WPAFB
SPECIFICATION SECTION 01 02 20.
THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02
20. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB
SPECIFICATION SECTION 01 02 20 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH
AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF
CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE
RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR
DAVID.DALTON.2@US.AF.MILTURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR RECYCLING.
ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF
THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV'T FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF
ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM, MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM, GARY SELBY (937-257-3349 OR GARY.SELBY@US.AF.MIL).
REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 08 10.
ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 09 00.
THE CONTRACTOR SHALL MAINTAIN SITE SECURITY AND ABIDE BY ALL WPAFB FEDERAL PROPERTY REGULATIONS.
THE CONTRACTOR SHALL MAINTAIN, RELOCATE OR REPLACE EXISTING BASE MONUMENTS, WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR MUST NOTIFY COMMUNICATION SQUADRON (CS/SCMO) PRIOR TO REMOVING ANY COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATIONS EQUIPMENT SHOULD NEED TO BE RELOCATED BECAUSE OF CONSTRUCTION THAT IS NOT
IDENTIFIED AS PART OF THIS PROJECT.
THE CONTRACTOR SHALL NOTIFY OHIO UTILITIES PROTECTION SERVICE (OUPS) AT 811 OR 1-800-362-2764 A MINIMUM OF THIRTY (30) FULL CALENDAR DAYS PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL FILE AN OHIO EPA NOTIFICATION OF DEMOLITION AND RENOVATION WITH THE REGIONAL AIR POLLUTION CONTROL AGENCY (RAPCA) AT LEAST 10 WORKING DAYS PRIOR TO DEMOLISHING ANY STRUCTURES OR ANY LOAD-BEARING COMPONENTS WITHIN STRUCTURES.
NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.
REMOVAL OF EXISTING PAVEMENT, CURB, SIDEWALKS, BASE, GRAVEL, SOIL, INCLUDING ALL STEEL REINFORCEMENT CONTAINED WITHIN, SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT THE PAVEMENT, BASE AND PORTIONS OF OTHER INSTALLATION, THAT ARE TO REMAIN IN PLACE, WILL
NOT BE DAMAGED IN ANY WAY. PAVEMENT, CURB, SIDEWALK, BASE, AND OTHER INSTALLATIONS THAT ARE TO REMAIN IN PLACE, WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
WHERE IT IS NECESSARY TO CUT EXISTING PAVEMENT, CURBS AND GUTTERS, AND SIDEWALKS, CONTRACTOR SHALL SAW CUT EACH WITH AN APPROVED POWER SAW, MAKING NEAT, PARALLEL, STRAIGHT LINES PRIOR TO ANY REMOVAL. FOR ASPHALT PAVEMENT CUT SHALL BE MADE AT LEAST 1
FOOT WIDER THAN TRENCH WIDTH ON EACH SIDE OF THE TRENCH AND AT LEAST 2 INCHES DEEP. FOR CONCRETE SURFACES, CUT SHALL BE MADE FOR THE FULL DEPTH AND EXTEND TO THE NEAREST JOINT (MINIMUM 1 FOOT) ON EACH SIDE OF THE TRENCH.
WHERE INSTALLATION/REPLACEMENT OF ROAD CUTS IS REQUIRED AND NOT SPECIFIED OR SHOWN, THE CONTRACTOR SHALL MATCH CROSS SECTION AS ORIGINAL, USING THE SAME MATERIALS OR BETTER, AS DETERMINED BY THE CONTRACTING OFFICER. NO PAVEMENT SHALL BE REPLACED
UNTIL TRENCH HAS BEEN BACKFILLED AS SPECIFIED. TEMPORARY MATERIALS SHALL BE COMPLETELY REMOVED AND DISPOSED OF WHEN PERMANENT PAVEMENT IS REPLACED.
WHERE NECESSARY TREES, SHRUBS, BUMPER BLOCKS, FENCES, SIGNS, AND OTHER MISCELLANEOUS ITEMS SHALL BE REMOVED, PRESERVED, AND REINSTALLED IN KIND. WHEN REMOVAL IS NOT NECESSARY SUCH ITEMS SHALL BE PROTECTED FROM DAMAGE.
PRIOR TO REMOVING/TRIMMING ANY TREES, PLEASE SUBMIT A LIST OF THE TREES TO BE REMOVED TO THE 88 CEG/CEIEA NATURAL RESOURCES PM DARRYN WARNER FOR APPROVAL. IT IS A SUGGESTION THAT THREE TREES BE REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL
10-20-30 DIVERSITY RULE SHOULD BE FOLLOWED WHEN PLANTING TREES. THE LANDSCAPE PLAN DOES NOT APPEAR TO CONTAIN ANY SPECIFIC SPECIES OF PLANTS/TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT DARRYN
WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857 FOR AN ACCEPTABLE TREE REPLACEMENT LISTING OR ADDITIONAL INFORMATION.
SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT
DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM KAREN
BEASON BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 FOR ADDITIONAL INFORMATION. SEE SHEET CG101 FOR ADDITIONAL INFORMATION
CONTRACTOR TO CUT AND BUFF ALL ACTIVE SERVICE LINES FOR CURED IN PLACE PIPES.
IN LIEU OF THE INFORMATION PROVIDED IN THE DETAIL FOR CATCH BASIN 2-2B AS SHOWN ON SHEET C-501, GRATES SHALL BE MIDWEST CASTINGS, MODEL 5110 OR 5116, OR APPROVAL EQUAL.
IF A WATER LINE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT WPAFB BIOENGINEERING OFFICE AT 937-255-6815 TO DETERMINE THE NEED FOR FURTHER ACTION.
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR ANY TRAFFIC CLOSURE AND NIGHT WORK. CONTRACTOR SHALL PROVIDE A COMPREHENSIVE WORK PLAN FOR WHOLE PROJECT INCLUDING TRAFFIC CONTROL, NIGHT WORK, WEEKEND WORK, AND PARKING AREA
CLOSURE PLAN FOR EACH AREA/EVENT AT LEAST 4 WEEKS IN ADVANCE FOR APPROVAL. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER IF CONSTRUCTION IS PERFORMED AT MULTIPLE LOCATIONS SIMULTANEOUSLY. FOR COST ESTIMATION PURPOSES, CONTRACTOR
SHALL NOT BE ALLOWED TO WORK MORE THAN 3 LOCATIONS OF ROAD CLOSURE DURING NORMAL BUSINESS DAY.
THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS AND PERFORM ALL OPERATIONS IN CONNECTION WITH THE COMPLETE INSTALLATION OF STRUCTURES IDENTIFIED AS PART OF A PIPE SEGMENT. WHERE STRUCTURES ARE CALLED OUT AS PART OF WORK IN MULTIPLE
PIPE SEGMENTS, THE COST OF THE STRUCTURE SHALL ONLY BE CONSIDERED ONCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK ON THE STRUCTURE WITH RELATED WORK SPECIFIED WITH OTHER PIPE SEGMENTS TO PROVIDE FOR A COMPLETE INSTALLATION.
IN REFERENCE TO IRP AREAS SHOWN ON SHEET V-100 AND THE C-100 SERIES, IF EXCAVATION TAKES PLACE WITHIN THE SITE BOUNDARY OF THE CLEANUP AREA AND UNUSUAL CONDITIONS SUCH AS STAINED SOILS OR ODOR ARE IDENTIFIED, CONTACT THE AFCEC/CZO INSTALLATION
RESTORATION PROGRAM AT 937-257-2201 FOR FURTHER INFORMATION.
A.
B.
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GENERAL NOTES:
C-001
GENERAL NOTES
NSP NSP SWS
REPAIR STORM DRAINS AREA B
CLIENT COMMENT REVISION
10/25/17
CLIENT COMMENT REVISION 2
11/16/17
XXX
XXX
SSx
Wx
Gx
X
LEGEND
NEWEXISTING
W
G
SS
SD
SDx
POST/BOLLARD
SIGN
BUMPER BLOCK
SATELLITE DISH
TRAFFIC CONTROL BOX
UNKNOWN MANHOLE
STORM SEWER
STORM SEWER MANHOLE
CATCH BASIN
CATCH BASIN WITH DOME GRATE
TRENCH DRAIN
SANITARY SEWER
SANITARY SEWER MANHOLE
WATER LINE
WATER MANHOLE
WATER VALVE
WATER LINE MARKER
FIRE HYDRANT
MONITORING WELL
STEAM LINE
STEAM PIT
GAS LINE
GAS METER
GAS VENT
GAS MARKER
COMMUNICATIONS/TELEPHONE LINE
TELEPHONE MANHOLE
COMMUNICATIONS MANHOLE
TELEPHONE PEDESTAL
COMMUNICATIONS VAULT
ELECTRIC LINE
ELECTRIC SECONDARY LINE
ELECTRIC MANHOLE
ELECTRIC PULLBOX
ELECTRIC METER
UTILITY POLE
HIGH PRESSURE STEAM
DECIDUOUS TREE
CONIFEROUS TREE
BUSH
GUARDRAIL
FENCE
MAJOR CONTOUR
MINOR CONTOUR
SOIL BORING
SURVEY CONTROL MONUMENT
SURVEY CONTROL POINT
BUILDING FOOTPRINT
WATER
GAS
STORM
SANITARY
ELECTRIC DUCT BANK
CATCH BASIN
STORM MANHOLE
HEADWALL
SANITARY MANHOLE
FIRE HYDRANT
SANITARY CLEAN OUT
METER
SETBACK - AT/FP STANDOFF
WATER VALVE
GAS VALVE
POST INDICATOR VALVE
CASING PIPE
BOLLARDS
WORK LIMITS
MAJOR CONTOUR
MINOR CONTOUR
GRADE BREAKLINE
TEMPORARY FENCE
XXX
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Ex
ABBREVIATIONS
EX
TYP
FFE
STM
CB
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UD
INV
GRT
TC
SAN
WM
WS
FH
UG
ELEC
COMM
UNK
CP
R
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OTR
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PB
AB
HC
PVC
DIP
HDPE
CMP
VCP
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CP
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DIA
FT
IN
EXISTING
TYPICAL
FINISHED FLOOR ELEVATION
STORM SEWER
CATCH BASIN
MANHOLE
UNDERDRAIN
INVERT
GRATE
TOP OF CASTING
SANITARY SEWER
WATER MAIN
WATER SERVICE
FIRE HYDRANT
UNDERGROUND
ELECTRIC
COMMUNICATION
UNKNOWN
CONCRETE PIPE
RADIUS
HIGH POINT
LOW POINT
CURED IN PLACE PIPE
OPEN TRENCH REPLACEMENT
POINT REPAIR
PIPEBURST
ABANDON
HEAVY CLEANING
POLYVINYL CHLORIDE PIPE
DUCTILE IRON PIPE
HIGH DENSITY POLYETHYLENE
PIPE
CORRUGATED METAL PIPE
VITRIFIED CLAY PIPE
REINFORCED CONCRETE PIPE
CONCRETE PIPE
LINEAR FEET
DIAMETER
FEET
INCHES
C-002LEGEND
D. Fosnight
NSP NSP SWS
REPAIR STORM DRAINS AREA B
ESx
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MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
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SEVENTH STREET
56 57
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71 71 A
71 B 71D
18-C
11A
18H
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REPAIR STORM DRAINS AREA B
N
120' 240'60'
SCALE: 1 INCH = 120 FEET
120' 0'
V-100OVERALL EXISTING SITE
PLAN
AJM AJM SWS
V-113
V-109 V-110
V-114 V-115 V-116
V-112V-111
V-108V-107V-106V-105
V-101 V-102 V-103 V-104
V-120V-119V-118V-117
BENCHMARK 1
N: 656577.99 E: 1519946.12
ELEV: 799.51
BENCHMARK 2
N: 656421.90 E: 1520378.00
ELEV: 803.95
BENCHMARK 3
N: 656060.86 E: 1519780.09
ELEV: 798.33
BENCHMARK 4
N: 655874.05 E: 1520242.40
ELEV: 802.07
BENCHMARK 5
N: 655364.67 E: 1520284.80
ELEV: 807.24
NOTES:
FOUR INSTALLATION RESTORATION
PROGRAM (IRP) AREAS HAVE BEEN
INDICATED ON THE DRAWINGS WHERE WORK
WILL BE PERFORMED INVOLVING
EXCAVATION ACTIVITIES.
THREE "PREVIOUS IRP ENVIRONMENTAL
RESTORATION AREAS" UNDERWENT
REMEDIATION FOR CONTAMINATED SOILS,
ASSESSED, AND DETERMINED TO BE
CLEANED.
THE AREA SOUTH OF BUILDING 56, SHEET
C-111, IS CURRENTLY IN THE EARLY STAGES
OF INVESTIGATION FOR CONTAMINATED
SOIL.
SEE SHEET C-001, NOTE AE FOR CONTACT
INFORMATION.
LEGEND:
PREVIOUS IRP ENVIRONMENTAL
RESTORATION AREAS
IRP AREA UNDER INVESTIGATION
CLIENT COMMENT REVISION10/25/17
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E x
ES x
ES x
ES x
ES x
ES x ESx
ES x
ES x
ES x
ES x
ES x ESx
E S x
ESx ESx
ESxESx
G x
G x
G x
Gx
Gx
Gx
Gx
Gx
Gx
Gx
Gx
Gx
Gx
Gx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
S S x
S S x
S S x
SSx
SSx
W x W x
Wx Wx Wx Wx Wx Wx
W x
Wx Wx
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Wx
Wx
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Wx
Wx
Wx
Wx Wx
W x
W x
W x
Wx
Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
WxWxWxWxWxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
W x
Wx
Wx Wx
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Wx
Wx
Wx
Wx
Wx Wx
Wx
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Wx
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W x
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W x
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W x
W x
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WxWx
ExEx
SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SS
x
SD
x
SD
x
SDx
SDx
SD
x
SD
x
SDx
SD x
SD x
MH20010
MH20009
MH20008
MH20007
MH20006CB20008
CB20007
CB20010
SQ MH
MH20149
CB20009
CB20012
CB20011
SD
x
SD
x
SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
MH20154
SDx
MH20013
SD
x
MH20148
CB20161
SD
x
S-CB
S-CB
S-CB
S-CB
S-CB-D2D
E x
E x
E x
E x
E x
E x
E x
E x
E x
ES x
ES x
ES x
ES x
ES x ESx
ES x
ES x
ES x
ES x
ES x ESx
E S x
ESx ESx
ESxESx
G x
G x
G x
Gx
Gx
Gx
Gx
Gx
Gx
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Gx
Gx
Gx
Gx
SS
x
SS
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SS
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SS
x
SS
x
SS
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S S x
S S x
S S x
SSx
SSx
W x W x
Wx Wx Wx Wx Wx Wx
W x
Wx Wx
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Wx
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Wx
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W x
W x
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Wx
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W x
W x
W x
WxWxWxWxWxWx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
W x
Wx
Wx Wx
Wx
Wx
Wx
Wx
Wx
Wx Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx
Wx
Wx
Wx
WxWx
ExEx
S D x
S D x
' C
P
SDx SDx SDx SDx
164' CP 24"
S D x
3'
RC
P
SD
x
SD
x
SDx
SDx
S D x
SDx
57' VC
P 10"
S D x
' R
CP
0"
31' RCP 12"
S D x
96' R C
P 12" 29' R
C
P 12" 59' RCP 10" 29' RCP 10"
58' RCP 18"
' R
C P
26' R C
P 10"
60' RCP 15"
0'
C P
390' RCP 48"
43' RCP 12"
SDx
RCP 12"
11A14
MONAHAN WAY
B
ST
R
EE
T
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T V-
MATCHLINE - SEE SHEET V-105
V-101EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
N
V-101
V-105
V-109
V-113
V-117 V-118 V-119 V-120
V-114 V-115 V-116
V-110 V-111 V-112
V-106 V-107 V-108
V-102 V-103 V-104
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
SUB-STATION
AutoCAD SHX Text
BUILDING 19
AutoCAD SHX Text
BUILDING 20
AutoCAD SHX Text
BUILDING 18
AutoCAD SHX Text
BUILDING 435
AutoCAD SHX Text
BUILDING 18-E
AutoCAD SHX Text
BUILDING 18-C
AutoCAD SHX Text
BLDG. 70
AutoCAD SHX Text
C STREET
AutoCAD SHX Text
SIXTH ST.
AutoCAD SHX Text
D STREET
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
HPSHPSHPS
HPS HPS HPS
H P S
H P S
H P S
H P S
HPS HPS HPS
H P S
H P S
H P S
H P S
HPS HPS HPS
HPS HPS HPS
H P S
H P S
Ex Ex Ex Ex Ex
Ex Ex
E x
E x
E x
E x
E x
E x
E x
E S x
ES
x
ES
x
ESx ESx
ESx ESx ESx ESx ESx
Gx
Gx
Gx
Gx
S S x
SS
x
SS
x
W x W x
WxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x W x
Wx
Wx
Wx
Wx Wx
W x
W x
W x
Wx
W x
W x
W x
W x
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx
Wx
Wx
Wx
Wx
WxWxWx
Wx
W x
Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SS
x
SS
x
SD
x
SD
x
SD
x
SDx
SD
x
MH20011
MH20053
CB20052
CB20051
MH20052
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
MH20012
MH20151
CB20053
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SDx SDx
SDx
SDx SDx
SD
x
SD
x
MH20152
SD
x
SD
x
MH20153
S-CB S-CB
S-CB
HPSHPSHPS
HPS HPS HPS
H P S
H P S
H P S
H P S
HPS HPS HPS
H P S
H P S
H P S
H P S
HPS HPS HPS
HPS HPS HPS
H P S
H P S
Ex Ex Ex Ex Ex
Ex Ex
E x
E x
E x
E x
E x
E x
E x
E S x
ES
x
ES
x
ESx ESx
ESx ESx ESx ESx ESx
Gx
Gx
Gx
Gx
S S x
SS
x
SS
x
W x W x
WxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx
W x W x
Wx
Wx
Wx
Wx Wx
W x
W x
W x
Wx
W x
W x
W x
W x
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx
Wx
Wx
Wx
Wx
WxWxWx
Wx
W x
Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
9'
RC
P
S D x64
' R C
P
S D x
71' RCP 18"
S D x
S D x
S D x
181' RCP 12"
SD
x
SD
x
38' RCP 21"
SD
x
SD
x
75' RCP 21"
103' RCP 48"
24' VCP 12"
20' RCP 18"
MONAHAN WAY
D S
TR
EE
T 11A
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T V-
MATCHLINE - SEE SHEET V-106
V-102EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
N
M
ATC
H
LIN
E - SEE SH
EET V-101
V-101
V-105
V-109
V-113
V-117 V-118 V-119 V-120
V-114 V-115 V-116
V-110 V-111 V-112
V-106 V-107 V-108
V-102 V-103 V-104
AutoCAD SHX Text D
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
C U x C
U x
HPS
HPS
HPS
HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPS
HPS
H P S
Ex
E x
E
ESx
E S x
E S x
ESx
E S x
E S x
E S x
E S x
ESx
E S x
E S x
E S x
ES
x E S x
ESx
E S x
E S x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGxGxGx
Gx
GxGx
G x
G x
G x
G x
G x
G x
G x
G x
Gx
GxGxGxGx
SSx
S S x
S S x
S S x
S S x
S S x
SS
x
SS
x
S S x S S x
S S x
S S x
S S x
S S x
S S x
S S x
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx Wx Wx Wx Wx
WxWxWxWxWxWxWxWxWxWx
W x
W x
W x
WxWxWxWxWxWxWxWxWx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
E x
E x
ExExExEx
E x
E x
E x
E x
E x
E x
E x x
SD
x
SDx SDx x
SD
x
SD
x
SDx SDx SDx SDx
SDx
SDx
SDx
SDx SDx
SD
x
SD
x
MH20088
MH20083
MH20082
CB20074
CB20073
CB20072
MH20084 MH20085
CB20076
CB20081
MH20081
MH20089
SD
x
SD x
SD x
SDx SDx
SDx SDx SDx
SDx
SD
x
SD
x
SD
x
SD
SDx
SD
x SD x
SD
x
SD
x
SD
x
MH20079
MH20078
MH20080
CB20075
MH20158
SD
x
SD
x
SDx SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
E x
Ex Ex
CUxCUxCUxCUxCUxCUx
C U x C
U x
E x
Ex
ExExExEx
E x x
E x
Ex Ex
CUxCUxCUxCUxCUxCUx
C U x C
U x
E x
Ex
ExExExEx
E x x
SS x
SS x
HPS
HPS
HPS
HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPS
HPS
H P S
Ex
E x
E
ESx
E S x
E S x
ESx
E S x
E S x
E S x
E S x
ESx
E S x
E S x
E S x
ES
x E S x
ESx
E S x
E S x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGxGxGx
Gx
GxGx
G x
G x
G x
G x
G x
G x
G x
G x
Gx
GxGxGxGx
SSx
S S x
S S x
S S x
S S x
S S x
SS
x
SS
x
S S x S S x
S S x
S S x
S S x
S S x
S S x
S S x
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx Wx Wx Wx Wx
WxWxWxWxWxWxWxWxWxWx
W x
W x
W x
WxWxWxWxWxWxWxWxWx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
SDx SDx SDx SDx
SDx
SDx
SDx
SDx SDx
S D x
S D x
SD
x
S D x
131' VCP 12"
55' RCP 12"
19' RCP 12"
S D x
S D
52' VCP 15" 61' VCP 15"
147' VCP 12"
SDx SDx SDx SDx
50' RCP 12"
193' VCP 18"
S D x
S D x
S D x
S D x
S D x
12' DIP 12"
6' RCP 18"
160' VCP 10"
30' CMP 12"
SDx SDx SDx
118' VCP 18"
S D x
S D x
78' CMP 18"
219' VCP 12"
146' VCP 10"
55' CMP 18"
S D x
VCP 15"
MONAHAN WAY
E S
TR
EE
T
F S
TR
EE
T
39 91
17 56
HPS HPS HPS HPS HPS HPS HPS HPS HPS
HPS HPS HPS HPS HPS HPS HPS HPS HPS HPS
H
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H
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H
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H
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H
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H
PS
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T V-
MATCHLINE - SEE SHEET V-107
V-103EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
N
M
ATC
H
LIN
E - SEE SH
EET V-102
V-101
V-105
V-109
V-113
V-117 V-118 V-119 V-120
V-114 V-115 V-116
V-110 V-111 V-112
V-106 V-107 V-108
V-102 V-103 V-104
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
X
X X
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPS HPS HPS
HPS
HPS
HPS
H P S
H P S
HPS HPS HPS
HPS
HPS
HPS
H P S
H P S
HPS
HPS
HPS
H P S
H P S
HPS HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
E x
E x
E x
E x
Ex Ex
Ex
E x
E x
ExExEx
ExExExExEx
E x
E x
ExExEx
ExExExExEx
Ex Ex ExEx Ex ExESx ESx ESx ESx ESx
ESx
ESx
ESx
ESx
ESx
ESx
ESx
E x
E x
E x
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
WxWxWxWx
W x
W x
W x
Wx
Wx
Wx Wx Wx Wx Wx
Wx Wx
Wx Wx
Wx Wx
Wx
W x
W x
W x
W x
W x
Wx
W x
W x
W x
W x
W x
W x
WxWx
SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SD x
SDx SDx SDx
SD
x
CB20082
MH20094
MH20097 CB20083
CB20084
CB20085
MH20099
MH20096
MH20095
SD
x
SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SDx SDx SDx SDx SDx SDx
CB20150
MH20093
S-CB-F2G
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
SS
x
SS
x
SS
x
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
HPS HPS HPS
HPS
HPS
HPS
H P S
H P S
HPS HPS HPS
HPS
HPS
HPS
H P S
H P S
HPS
HPS
HPS
H P S
H P S
HPS HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
E x
E x
E x
E x
Ex Ex
Ex
E x
E x
ExExEx
ExExExExEx
E x
E x
ExExEx
ExExExExEx
Ex Ex ExEx Ex ExESx ESx ESx ESx ESx
ESx
ESx
ESx
ESx
ESx
ESx
ESx
E x
E x
E x
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
WxWxWxWx
W x
W x
W x
Wx
Wx
Wx Wx Wx Wx Wx
Wx Wx
Wx Wx
Wx Wx
Wx
W x
W x
W x
W x
W x
Wx
W x
W x
W x
W x
W x
W x
WxWx
S D x
SDx SDx SDx
113' RCP 42"
S D x
S D x
72' RCP 42"
SD
x
27' RCP 12"
299' RCP 15"
SDx SDx SDx SDx SDx SDx SDx
' R
CP 12
S D x
' R
CP 18
23' RCP 12"
VCP 24"
R C
P 48"
RCP 42"
RCP 12"
MONAHAN WAY
57 G S
TR
EE
THPS
HPS
H
PS
H
PS
H
PS
HPS
HPS
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
MATCHLINE - SEE SHEET V-108
V-104EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
N
M
ATC
H
LIN
E - SEE SH
EET V-103
V-101
V-105
V-109
V-113
V-117 V-118 V-119 V-120
V-114 V-115 V-116
V-110 V-111 V-112
V-106 V-107 V-108
V-102 V-103 V-104
AutoCAD SHX Text C
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
ESx
E S x
E S x
E S x
E S x
E S x
E S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SSx
SS
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SSx
Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx WxWx Wx
SS
x
SS
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
MH20005
MH20003
SDx
SDx
CB20003
CB20004 CB20005
CB20006
SD
x
SD x
MH20017
MH20004
SD
x
MH20150
MH20002
MH20004
S-MH
S-CB
S-CB
EX. PEDESTRIAN TUNNEL
EX
PE
D
ES
TR
IA
N
T U
N N
EL
ESx
E S x
E S x
E S x
E S x
E S x
E S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SSx
SS
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SSx
Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx WxWx Wx
S D x
S D x
S D x
0'
C P
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
0'
R C
P
SDx
S D x
S D x
S D x
S D x
S D x
SD
x
SDx
S D x
47' RCP 12"
58' RCP 12"
48' RCP 12"
S D x
57' VC
P 10"
S D x
185' R C
P 12"
59' RCP 12"
9' VCP 12"
96' R C
P 12"
57' VCP 10"
VC
P
A S
TR
EE
T
14 11
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
MATCHLINE - SEE SHEET V-109
V-105EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
N
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T V-
MATCHLINE - SEE SHEET V-101
V-101
V-105
V-109
V-113
V-117 V-118 V-119 V-120
V-114 V-115 V-116
V-110 V-111 V-112
V-106 V-107 V-108
V-102 V-103 V-104
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
Wx Wx Wx WxCATV CATV CATV
Gx Gx Gx Gx
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPS
H P S
HPS
HPS
H P S
HPS HPS
HPS HPS
HPS HPS HPS
H P S
H P S
HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPS HPS
E x
E x
E x
Ex Ex
Ex
Ex Ex
ExEx
E x
E x
ESx
G x
GxGxGx
GxGxGxGx Gx
G x
S S x
SSx
SSx SSx SSx
S S x
S S x
S S x
S S x
S S x
SSx
SSx SSx
S S x
Wx
W x
Wx
W x
Wx Wx Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx Wx
Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
SD
x
SD
x
SD
x
SDx SDx SDx
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SDx SDx
MH20014
MH20015
MH20016
MH20058
CB20058
CB20056
CB20057
MH20055
CB20060
MH20059
MH20056
SD
x
SD
x
MH20054
SD
x
SD
x
SDx SDx SDx
SD
x
SD
x
CB20055 CB20054
MH20057
S-MH
S-CB
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPSHPS
HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPSHPS
H P S
HPS
HPS
H P S
HPS HPS
HPS HPS
HPS HPS HPS
H P S
H P S
HPS HPS
H P S
H P S
H P S
H P S
H P S
H P S
H P S
HPS HPS
E x
E x
E x
Ex Ex
Ex
Ex Ex
ExEx
E x
E x
ESx
G x
GxGxGx
GxGxGxGx Gx
G x
S S x
SSx
SSx SSx SSx
S S x
S S x
S S x
S S x
S S x
SSx
SSx SSx
S S x
Wx
W x
Wx
W x
Wx Wx Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
Wx
Wx
Wx Wx
Wx Wx Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Wx
S D x
S D x
S D x
S D x
S D x
27' RCP 12"
28' RCP 12"
36' RCP 12"
' R
C P
S D x
S D x
103' R C
P 12"
S D x
S D x
39' R C
P 12"
5'
R C
P
SD
x
SD
x
91' VCP 12"
SDx SDx SDx
16' DIP 12"
180' VCP 12"
31' RCP 12"
D S
TR
EE
T
NASSCO REHABILITATION PRIORITY
PIPE LEGEND:
SDx
SDx
SDx
SDx
SDx
SDx
SEVERE
HEAVY
AVERAGE
MODERATE
LIGHT
NONE
MONAHAN WAY
FIFTH STREET
SIXTH STREET
B S
TR
EE
T
D S
TR
EE
T
E S
TR
EE
T
F S
TR
EE
T
G S
TR
EE
T
C S
TR
EE
T
E S
TR
EE
T
D S
TR
EE
T
SEVENTH STREET
56 57
18F
18-A18-D
18-G
18-B
18-E
20 20A
71 71 A
71 B 71D
18-C
11A
18H
REPAIR STORM DRAINS AREA B
MATCHLINE - SEE SHEET V-110
V-106EXISTING SITE PLAN
AJM NSP SWS
20' 40'
SCALE: 1 INCH = 20…
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