Attachment 3-648-20-116 Drawings 1-43.pdf

SHEET # SHEET NAME

1 OF 238 G001 COVER SHEET

2 OF 238 G002 INDEX

3 OF 238 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 238 C-002 GENERAL NOTES AND LEGEND

5 OF 238 CS100 OVERALL CIVIL SITE PLAN

6 OF 238 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

7 OF 238 A-002 APPLICABLE CODES/STANDARDS, ARCHITECTURAL GENERAL NOTES

8 OF 238 AS101 ICRA TYPICAL DETAILS

9 OF 238 AS102 ICRA STANDARDS

10 OF 238 AS103 PCRA STANDARDS

11 OF 238 AS200 ARCHITECTURAL SITE PLAN

12 OF 238 001A-100 BLDG 01 LVL 01 -OVERALL PLAN

13 OF 238 001A-401 BLDG 01 -LVL 01 -ENLARGED MECH YARD DEMO PLAN

14 OF 238 001A-402 BLDG 01 -LVL 01 -ENLARGED MECH YARD PROPOSED PLAN

15 OF 238 006A-101 BLDG 006 LVL 01 -OVERALL PLAN

16 OF 238 006A-401 BLDG 06 LVL 01 -ENLARGED PLANS AND ELEVATIONS

17 OF 238 011A-101 BLDG 011 LVL 01 -OVERALL FLOOR PLAN

18 OF 238 011A-102 BLDG 011 LVL 02 -OVERALL FLOOR PLAN

19 OF 238 011A-103 BLDG 011 LVL 03 -OVERALL FLOOR PLAN

20 OF 238 011A-401 BLDG 011 LVL 01 -ENLARGED ELEC ROOM DETAILS

21 OF 238 A-601 TYPICAL DETAILS

22 OF 238 S-001 STRUCTURAL GENERAL NOTES

23 OF 238 S-002 STRUCTURAL GENERAL NOTES

24 OF 238 S-101 OVERALL FOUNDATION PLAN

25 OF 238 S-102 DETAIL PLANS

26 OF 238 S-103 BRACE MODIFICATION - EXISTING SHED

27 OF 238 S-501 TYPICAL CONCRETE DETAILS

28 OF 238 S-531 TYPICAL CMU WALL DETAILS

29 OF 238 M-001 MECHANICAL GENERAL NOTES

30 OF 238 M-002 MECHANICAL ABBREVIATIONS & LEGENDS

31 OF 238 001M-101 BLDG -001 -LVL -01 -OVERALL PLAN

32 OF 238 001M-401 BLDG -001 -LVL -01 -ENLARGED MECH DEMOLITION PLAN

33 OF 238 001M-402 BLDG -001 -LVL -01 -ENLARGED MECH PLAN

34 OF 238 011M-101 BLDG -011 -LVL -01 -OVERALL PLAN

35 OF 238 011M-401 BLDG -011 -LVL -01 -MECH -DEMOLITION, FLOOR PLANS & RCPS

36 OF 238 M-501 MECHANICAL DETAILS I

37 OF 238 M-601 MECHANICAL SCHEDULES I

38 OF 238 M-701 MECHANICAL CONTROLS I

39 OF 238 M-702 MECHANICAL CONTROLS II

40 OF 238 EG001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

41 OF 238 EG002 ELECTRICAL LEGENDS

42 OF 238 ES001 OVERALL ELECTRICAL SITE PLAN

43 OF 238 001EP100 BLDG 001 - LEVEL 00 - ELECTRICAL PLAN

44 OF 238 001EP101a BLDG 001 - LEVEL 01 - AREA A - ELECTRICAL PLAN 45 OF 238 001EP101b BLDG 001 - LEVEL 01 - AREA B - ELECTRICAL PLAN 46 OF 238 001EP101c BLDG 001 - LEVEL 01 - AREA C - ELECTRICAL PLAN

47 OF 238 001EP102 BLDG 001 - ROOF - LIGHTNING PROTECTION PLAN

48 OF 238 002EP101 BLDG 002 - LEVEL 01 - ELECTRICAL PLAN

49 OF 238 002EP102 BLDG 002 - ROOF - LIGHTNING PROTECTION PLAN

50 OF 238 003EP101 BLDG 003 - LEVEL 01 - ELECTRICAL PLAN

51 OF 238 003EP102 BLDG 003 - LEVEL 02 - ELECTRICAL PLAN

52 OF 238 004EP101 BLDG 004 - LEVEL 01 - ELECTRICAL PLAN

53 OF 238 004EP102 BLDG 004 - MEZZANINE - ELECTRICAL PLAN

MECHANICAL

ELECTRICAL

PAGE #

DRAWING INDEX

GENERAL

CIVIL

ARCHITECTURE

STRUCTURAL

54 OF 238 005EP101 BLDG 005 - LEVEL 01 - ELECTRICAL PLAN

55 OF 238 006EP101 BLDG 006 - LEVEL 01 - ELECTRICAL PLAN

56 OF 238 007EP101 BLDG 007 - LEVEL 01 - ELECTRICAL PLAN

57 OF 238 011EP101a BLDG 011 - LEVEL 01 - AREA A - ELECTRICAL PLAN 58 OF 238 011EP101b BLDG 011 - LEVEL 01 - AREA B - ELECTRICAL PLAN 59 OF 238 011EP101c BLDG 011 - LEVEL 01 - AREA C - ELECTRICAL PLAN 60 OF 238 011EP101d BLDG 011 - LEVEL 01 - AREA D - ELECTRICAL PLAN

61 OF 238 011EP102 BLDG 011 - LEVEL 02 - ELECTRICAL PLAN

62 OF 238 011EP103 BLDG 011 - LEVEL 03 - ELECTRICAL PLAN

63 OF 238 011EP104 BLDG 011 - LEVEL 04 - ELECTRICAL PLAN

64 OF 238 011EP105 BLDG 011 - ROOF - LIGHTNING PROTECTION PLAN

65 OF 238 012EP101 BLDG 012 - LEVEL 01 - ELECTRICAL PLAN

66 OF 238 012EP102 BLDG 012 - ROOF - LIGHTNING PROTECTION PLAN

67 OF 238 013EP101 BLDG 013 - LEVEL 01 - ELECTRICAL PLAN

68 OF 238 013EP102 BLDG 013 - ROOF - LIGHTNING PROTECTION PLAN

69 OF 238 014EP101 BLDG 014 - LEVEL 01 - ELECTRICAL PLAN

70 OF 238 014EP102 BLDG 014 - LEVEL 02 - ELECTRICAL PLAN

71 OF 238 015EP101 BLDG 015 - LEVEL 01 - ELECTRICAL PLAN

72 OF 238 015EP102 BLDG 015 - LEVEL 02 - ELECTRICAL PLAN

73 OF 238 015EP103 BLDG 015 - ROOF - LIGHTNING PROTECTION PLAN

74 OF 238 016EP101 BLDG 016 - LEVEL 01 - ELECTRICAL PLAN

75 OF 238 018EP101 BLDG 018 - LEVEL 01 - ELECTRICAL PLAN

76 OF 238 018EP102 BLDG 018 - ROOF - LIGHTNING PROTECTION PLAN

77 OF 238 019EP101 BLDG 019 - LEVEL 01 - ELECTRICAL PLAN

78 OF 238 020EP101 BLDG 020 - LEVEL 01 - ELECTRICAL PLAN

79 OF 238 020EP102 BLDG 020 - LEVEL 02 - ELECTRICAL PLAN

80 OF 238 021EP101 BLDG 021 - LEVEL 01 - ELECTRICAL PLAN

81 OF 238 022EP101 BLDG 022 - LEVEL 01 - ELECTRICAL PLAN

82 OF 238 023EP101 BLDG 023 - LEVEL 01 - ELECTRICAL PLAN

83 OF 238 024EP101 BLDG 024 - LEVEL 01 - ELECTRICAL PLAN

84 OF 238 025EP101 BLDG 025 - LEVEL 01 - ELECTRICAL PLAN

85 OF 238 025EP102 BLDG 025 - LEVEL 02 - ELECTRICAL PLAN

86 OF 238 025EP103 BLDG 25 - ROOF - LIGHTNING PROTECTION PLAN

87 OF 238 027EP102 BLDG 027 - ROOF - ELECTRICAL PLAN

88 OF 238 T1819EP101 BLDG T1819 - LEVEL 01 - ELECTRICAL PLAN

89 OF 238 TR3EP101 BLDG TR3 - LEVEL 01 - ELECTRICAL PLAN

90 OF 238 EP401 LOT 19 - ENLARGED ELECTRICAL PLANS

91 OF 238 001EP401a BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS 92 OF 238 001EP401b BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS 93 OF 238 001EP401c BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

94 OF 238 001EP402 BLDG 001 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

95 OF 238 002EP401 BLDG 002 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

96 OF 238 002EP402 BLDG 002 - ROOF - ENLARGED ELECTRICAL PLANS

97 OF 238 003EP401 BLDG 003 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

98 OF 238 004EP401 BLDG 004 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

99 OF 238 011EP401a BLDG 011 - LEVEL 01 - ENLARGED ELECTRICAL PLANS 100 OF 238 011EP401b BLDG 011 - LEVEL 01 - ENLARGED ELECTRICAL PLANS 101 OF 238 011EP402a BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS 102 OF 238 011EP402b BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS 103 OF 238 011EP402c BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

104 OF 238 011EP403 BLDG 011 - LEVEL 03 - ENLARGED ELECTRICAL PLANS

105 OF 238 012EP401 BLDG 012 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

106 OF 238 015EP401 BLDG 015 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

107 OF 238 018EP401 BLDG 018 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

108 OF 238 EP501 ELECTRICAL DETAILS

109 OF 238 EP502 ELECTRICAL DETAILS

110 OF 238 EP503 ELECTRICAL DETAILS

111 OF 238 EP504 ELECTRICAL DETAILS

112 OF 238 EP505 ELECTRICAL DETAILS

113 OF 238 EP506 ELECTRICAL DETAILS

114 OF 238 EP507 ELECTRICAL DETAILS

115 OF 238 EP508 ELECTRICAL DETAILS

116 OF 238 ED601 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 1 OF 3 - EXISTING

117 OF 238 ED602 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 2 OF 3 - EXISTING

118 OF 238 ED603 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 3 OF 3 - EXISTING

119 OF 238 001ED601 BLDG 001 - ONE-LINE DIAGRAM - PART 1 OF 3 -EXISTING

120 OF 238 001ED602 BLDG 001 - ONE-LINE DIAGRAM - PART 2 OF 3 -EXISTING

121 OF 238 001ED603 BLDG 001 - ONE-LINE DIAGRAM - PART 3 OF 3 -EXISTING

122 OF 238 002ED601 BLDG 002 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

123 OF 238 002ED602 BLDG 002 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

124 OF 238 003ED601 BLDG 003 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

125 OF 238 003ED602 BLDG 003 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

126 OF 238 004ED601 BLDG 004 - ONE-LINE DIAGRAM - EXISTING

127 OF 238 005ED601 BLDG 005 - ONE-LINE DIAGRAM - EXISTING

128 OF 238 006ED601 BLDG 006 - ONE-LINE DIAGRAM - EXISTING

129 OF 238 007ED601 BLDG 007 - ONE-LINE DIAGRAM - EXISTING

130 OF 238 011ED601 BLDG 011 - ONE-LINE DIAGRAM - PART 1 OF 4 -EXISTING

131 OF 238 011ED602 BLDG 011 - ONE-LINE DIAGRAM - PART 2 OF 4 -EXISTING

132 OF 238 011ED603 BLDG 011 - ONE-LINE DIAGRAM - PART 3 OF 4 -EXISTING

133 OF 238 011ED604 BLDG 011 - ONE-LINE DIAGRAM - PART 4 OF 4 -EXISTING

134 OF 238 012ED601 BLDG 012 - ONE-LINE DIAGRAM - EXISTING

135 OF 238 013ED601 BLDG 013 - ONE-LINE DIAGRAM - EXISTING

136 OF 238 014ED601 BLDG 014 - ONE-LINE DIAGRAM - EXISTING

137 OF 238 015ED601 BLDG 015 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

138 OF 238 015ED602 BLDG 015 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

139 OF 238 016ED601 BLDG 016 - ONE-LINE DIAGRAM - EXISTING

140 OF 238 018ED601 BLDG 018 - ONE-LINE DIAGRAM - EXISTING

141 OF 238 019ED601 BLDG 019 - ONE-LINE DIAGRAM - EXISTING

142 OF 238 020ED601 BLDG 020 - ONE-LINE DIAGRAM - EXISTING

143 OF 238 021ED601 BLDG 021 - ONE-LINE DIAGRAM - EXISTING

144 OF 238 022ED601 BLDG 022 - ONE-LINE DIAGRAM - EXISTING

145 OF 238 023ED601 BLDG 023 - ONE-LINE DIAGRAM - EXISTING

146 OF 238 025ED601 BLDG 025 - ONE-LINE DIAGRAM - EXISTING

147 OF 238 T1819ED601 BLDG T1819 - ONE-LINE DIAGRAM - EXISTING

148 OF 238 TR3ED601 BLDG TR3 - ONE-LINE DIAGRAM - EXISTING

149 OF 238 EP601 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 1 OF 3 - REVISED

150 OF 238 EP602 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 2 OF 3 - REVISED

151 OF 238 EP603 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 3 OF 3 - REVISED

152 OF 238 001EP601 BLDG 001 - ONE-LINE DIAGRAM - PART 1 OF 3 -REVISED

153 OF 238 001EP602 BLDG 001 - ONE-LINE DIAGRAM - PART 2 OF 3 -REVISED

154 OF 238 001EP603 BLDG 001 - ONE-LINE DIAGRAM - PART 3 OF 3 -REVISED

155 OF 238 002EP601 BLDG 002 - ONE-LINE DIAGRAM - PART 1 OF 2 -REVISED

156 OF 238 002EP602 BLDG 002 - ONE-LINE DIAGRAM - PART 2 OF 2 -REVISED

157 OF 238 003EP601 BLDG 003 - ONE-LINE DIAGRAM - PART 1 OF 2 -REVISED

158 OF 238 003EP602 BLDG 003 - ONE-LINE DIAGRAM - PART 2 OF 2 -REVISED

159 OF 238 004EP601 BLDG 004 - ONE-LINE DIAGRAM - REVISED

160 OF 238 005EP601 BLDG 005 - ONE-LINE DIAGRAM - REVISED

161 OF 238 006EP601 BLDG 006 - ONE-LINE DIAGRAM - REVISED

162 OF 238 007EP601 BLDG 007 - ONE-LINE DIAGRAM - REVISED

163 OF 238 011EP601 BLDG 011 - ONE-LINE DIAGRAM - PART 1 OF 4 -REVISED

164 OF 238 011EP602 BLDG 011 - ONE-LINE DIAGRAM - PART 2 OF 4 -REVISED

165 OF 238 011EP603 BLDG 011 - ONE-LINE DIAGRAM - PART 3 OF 4 -REVISED

166 OF 238 011EP604 BLDG 011 - ONE-LINE DIAGRAM - PART 4 OF 4 -REVISED

167 OF 238 012EP601 BLDG 012 - ONE-LINE DIAGRAM - REVISED

168 OF 238 013EP601 BLDG 013 - ONE-LINE DIAGRAM - REVISED

169 OF 238 014EP601 BLDG 014 - ONE-LINE DIAGRAM - REVISED

170 OF 238 015EP601 BLDG 015 - ONE-LINE DIAGRAM - PART 1 OF 2 -REVISED

171 OF 238 015EP602 BLDG 015 - ONE-LINE DIAGRAM - PART 2 OF 2 -REVISED

172 OF 238 016EP601 BLDG 016 - ONE-LINE DIAGRAM - REVISED

173 OF 238 018EP601 BLDG 018 - ONE-LINE DIAGRAM - REVISED

174 OF 238 019EP601 BLDG 019 - ONE-LINE DIAGRAM - REVISED

175 OF 238 020EP601 BLDG 020 - ONE-LINE DIAGRAM - REVISED

176 OF 238 021EP601 BLDG 021 - ONE-LINE DIAGRAM - REVISED

177 OF 238 022EP601 BLDG 022 - ONE-LINE DIAGRAM - REVISED

178 OF 238 023EP601 BLDG 023 - ONE-LINE DIAGRAM - REVISED

179 OF 238 024EP601 BLDG 024 - ONE-LINE DIAGRAM - REVISED

180 OF 238 025EP601 BLDG 025 - ONE-LINE DIAGRAM - REVISED

181 OF 238 T1819EP601 BLDG T1819 - ONE-LINE DIAGRAM - REVISED

182 OF 238 TR3EP601 BLDG TR3 - ONE-LINE DIAGRAM - REVISED

183 OF 238 E-701 ELECTRICAL SCHEDULES

184 OF 238 E-702 ELECTRICAL SCHEDULES

185 OF 238 001EP701 BLDG 001 - ELECTRICAL SCHEDULES

186 OF 238 001EP702 BLDG 001 - ELECTRICAL SCHEDULES

187 OF 238 001EP703 BLDG 001 - ELECTRICAL SCHEDULES

188 OF 238 001EP704 BLDG 001 - ELECTRICAL SCHEDULES

189 OF 238 001EP705 BLDG 001 - ELECTRICAL SCHEDULES

190 OF 238 001EP706 BLDG 001 - ELECTRICAL SCHEDULES

191 OF 238 002EP701 BLDG 002 - ELECTRICAL SCHEDULES

192 OF 238 002EP702 BLDG 002 - ELECTRICAL SCHEDULES

193 OF 238 002EP703 BLDG 002 - ELECTRICAL SCHEDULES

194 OF 238 002EP704 BLDG 002 - ELECTRICAL SCHEDULES

195 OF 238 003EP701 BLDG 003 - ELECTRICAL SCHEDULES

196 OF 238 003EP702 BLDG 003 - ELECTRICAL SCHEDULES

197 OF 238 004EP701 BLDG 004 - ELECTRICAL SCHEDULES

198 OF 238 004EP702 BLDG 004 - ELECTRICAL SCHEDULES

199 OF 238 005EP701 BLDG 005 - ELECTRICAL SCHEDULES

200 OF 238 006EP701 BLDG 006 - ELECTRICAL SCHEDULES

201 OF 238 007EP701 BLDG 007 - ELECTRICAL SCHEDULES

202 OF 238 011EP701 BLDG 011 - ELECTRICAL SCHEDULES

203 OF 238 011EP702 BLDG 011 - ELECTRICAL SCHEDULES

204 OF 238 011EP703 BLDG 011 - ELECTRICAL SCHEDULES

205 OF 238 011EP704 BLDG 011 - ELECTRICAL SCHEDULES

206 OF 238 011EP705 BLDG 011 - ELECTRICAL SCHEDULES

207 OF 238 011EP706 BLDG 011 - ELECTRICAL SCHEDULES

208 OF 238 011EP707 BLDG 011 - ELECTRICAL SCHEDULES

209 OF 238 011EP708 BLDG 011 - ELECTRICAL SCHEDULES

210 OF 238 011EP709 BLDG 011 - ELECTRICAL SCHEDULES

211 OF 238 011EP710 BLDG 011 - ELECTRICAL SCHEDULES

212 OF 238 012EP701 BLDG 012 - ELECTRICAL SCHEDULES

213 OF 238 012EP702 BLDG 012 - ELECTRICAL SCHEDULES

214 OF 238 013EP701 BLDG 013 - ELECTRICAL SCHEDULES

215 OF 238 013EP702 BLDG 013 - ELECTRICAL SCHEDULES

216 OF 238 013EP703 BLDG 013 - ELECTRICAL SCHEDULES

217 OF 238 014EP701 BLDG 014 - ELECTRICAL SCHEDULES

218 OF 238 015EP701 BLDG 015 - ELECTRICAL SCHEDULES

219 OF 238 015EP702 BLDG 015 - ELECTRICAL SCHEDULES

220 OF 238 015EP703 BLDG 015 - ELECTRICAL SCHEDULES

221 OF 238 015EP704 BLDG 015 - ELECTRICAL SCHEDULES

222 OF 238 016EP701 BLDG 016 - ELECTRICAL SCHEDULES

223 OF 238 018EP701 BLDG 018 - ELECTRICAL SCHEDULES

224 OF 238 018EP702 BLDG 018 - ELECTRICAL SCHEDULES

225 OF 238 018EP703 BLDG 018 - ELECTRICAL SCHEDULES

226 OF 238 019EP701 BLDG 019 - ELECTRICAL SCHEDULES

227 OF 238 020EP701 BLDG 020 - ELECTRICAL SCHEDULES

228 OF 238 020EP702 BLDG 020 - ELECTRICAL SCHEDULES

229 OF 238 020EP703 BLDG 020 - ELECTRICAL SCHEDULES

230 OF 238 021EP701 BLDG 021 - ELECTRICAL SCHEDULES

231 OF 238 022EP701 BLDG 022 - ELECTRICAL SCHEDULES

232 OF 238 023EP701 BLDG 023 - ELECTRICAL SCHEDULES

233 OF 238 024EP701 BLDG 024 - ELECTRICAL SCHEDULES

234 OF 238 024EP702 BLDG 024 - ELECTRICAL SCHEDULES

235 OF 238 025EP701 BLDG 025 - ELECTRICAL SCHEDULES

236 OF 238 027EP701 BLDG 027 - ELECTRICAL SCHEDULES

237 OF 238 T1819EP701 BLDG T1819 - ELECTRICAL SCHEDULES

238 OF 238 TR3EP701 BLDG TR3 - ELECTRICAL SCHEDULES

ABBREVIATIONS

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL or ℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

ISP INTERNET SERVICE

PROVIDER

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN

VERTICAL DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER

OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TDU TUBE CABLE DISTRIBUTION

UNIT

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES

CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE

ELEVATION

W/ WITH

GENERAL NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE

WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING

CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE

CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY

AND AWAIT FURTHER INSTRUCTIONS.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES

AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE

PROJECT. COMPLIANCE SHALL BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO THE

PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED,

CONTRACTOR SHALL INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING

UTILITIES OR SYSTEMS. POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL

APPLICABLE EXISTING CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON

DISCOVERY OF UNFORESEEN SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF

EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN

HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY DEVIATION

FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING

OFFICER.

7. CONTRACTOR SHALL PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND

OBTAIN PERMIT FOR PROPOSED WORK. CONTRACTOR SHALL MAINTAIN AND UPDATE SWPPP AS

REQUIRED THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP

SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

8. CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT

PROPERTY AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH

THE WORK.

9. THE CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING

AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR

ORIGINAL CONDITION.

10. DEMOLITION SHALL BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED IN THE PLANS ARE BASED ON THE AVAILABLE INFORMATION OR SURVEY. DEMOLITION LIMITS MAY

VARY DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

11. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR

ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN SHALL

BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES

SHALL BE IMMEDIATELY REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION

OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ALL MATERIALS SHALL BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

13. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED

DRAWINGS. DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER WILL BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR

ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE

WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS

REQUIRED, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

15. THE CONTRACTOR SHALL NOTIFY THE COR (CONTRACTING OFFICER'S REPRESENTATIVE) OF ANY

WORK TO BE PERFORMED IN CONFINED SPACE. CONTRACTOR SHALL CREATE AND SUBMIT

INDIVIDUAL CONFINED SPACE WORK PLAN. CONTRACTOR SHALL RECEIVE APPROVAL FROM VA

PRIOR TO BEGINNING WORK.

16. ANY U.S.G.S. OR CAMPUS SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR

CONSTRUCTION SHALL BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED

AND HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. CONTRACTOR SHALL REPAIR ANY DAMAGED

BENCH MARKS IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND TO

THE SATISFACTION OF THE FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

17. CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE

VICINITY. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS SHALL NOT BE BLOCKED.

18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF

EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

19. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER.

20. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED FROM VA

CAMPUS AND DISPOSED OF BY THE CONTRACTOR.

21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN

SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER

IMPROVEMENTS AND EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

1. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY

OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN

INCORPORATED INTO THESE DRAWINGS AS A RESULT.

2. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR

DURING CONSTRUCTION.

3. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR SHALL COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION SHALL BE IN ACCORDANCE WITH VA AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING

OFFICER'S REQUIREMENTS.

4. CONTRACTOR SHALL RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH

EXISTING CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

5. CONTRACTOR TO RETURN DISTURBED SOIL AND LANDSCAPING TO ITS ORIGINAL CONDITION.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE

TO AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH

WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM, SWEEP, AND DUST THE WORK AREA DAILY. COMPLY WITH ICRA.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.

THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING

ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL

CENTER; AND DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE

WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING,

AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL

ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF

ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION

OF NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500

MM) OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE

AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND

SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID

ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY

SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING

ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL

LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM

PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT

DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS SHALL REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED

BY THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT

ALL TIMES, EXCEPT WHERE GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE COR PRIOR TO PERFORMING WORK.

7. ALL ROAD CLOSURES SHALL BE OUTSIDE NORMAL WORKING HOURS OF 8:00 AM TO 5:00 PM

MONDAY THROUGH FRIDAY. ROAD CLOSURES AND TRAFFIC CONTROL PLAN SHALL BE

APPROVED BY COR PRIOR TO CONSTRUCTION.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS

AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND

UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR

SHALL ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES.

CONTRACTOR SHALL ALSO REVIEW ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR

TO BEGINNING WORK. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR SHALL CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC,

MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS SHALL BE

NOTIFIED AND SHALL HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION.

EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES,

PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, SHALL BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY SHALL BE

FURNISHED TO THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE

AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES SHALL BE PROTECTED

FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES

AND/OR UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE

LOCATED OR NOT BY THE CAMPUS, UTILITY COMPANY, ETC.) SHALL BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE

DAMAGED OR DISRUPTED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SHALL BE

IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF

THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES SHALL BE SCHEDULED AND APPROVED THROUGH THE COR PER THE

APPLICABLE OUTAGE NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR SHALL RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF

WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS

CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE

NOT TO BE DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES

AND INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN

1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC

FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT SHALL BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THICK

(MIN) COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, SHALL BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING

(IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING

WITHIN THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR

LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL SHALL MEET THE VA REQUIREMENTS FOR EARTHWORK.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS

UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN

POSITIVE DRAINAGE AWAY FROM BUILDING AND STRUCTURES.

SECURITY:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE VA SECURITY PROGRAM.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF

THE VA SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING JOBSITE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

CIVIL SHEET INDEX:

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB CMB

CIVIL SHEET INDEX AND GENERAL NOTES

C-001

100% CONSTRUCTION

DOCUMENTS

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

648-20-116

10/30/2025 3 of 238

SD

PROPOSED LEGEND

UNDERGROUND POWER PATHWAY

UNDERGROUND POWER HANDHOLE

WATER LINE

WATER LINE BEND

FIRE DEPARTMENT CONNECTION (FDC)

POST INDICATOR VALVE (PIV)

FIRE SUPPRESSION LINE

CHILLED WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

STORM DRAIN SWALE FLOWPATH

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

W

F

SAN

E

E

COMM

SAN

W

G

F

T

E

T

E

W

S

SD

G

EXISTING LEGEND

COMMUNICATION LINE

COMMUNICATION MANHOLE / HANDHOLE

POWER LINE

POWER MANHOLE / HANDHOLE

WATER LINE

WATER METER / VALVE

FIRE SUPPRESSION LINE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

GAS LINE

GAS METER

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

X

X

CHWS

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE

IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

2. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL.

THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

5. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

7. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE DAILY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED. IF TRENCHES REMAIN OPEN FOR MORE THAN 24 HOURS IN

ASPHALT, COLD PATCH WILL BE USED UNTIL PAVEMENT IS REPLACED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS, AND GRADES.

9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

10. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE

MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT SHALL BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

12. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED WITH THE COR.

13. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

14. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR SHALL COORDINATE WITH THE COR FOR EXACT LOCATION OF STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF MATERIALS. CONTRACTOR SHALL NOTIFY THE COR PRIOR TO OCCUPYING STAGING AREA. THE CONTRACTOR SHALL VERIFY WITH THE CONTRACTING OFFICER'S REPRESENTATIVE ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE OCCURRED AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS SHALL BE CLEANED AND RESTORED TO THEIR ORIGINAL

CONDITION.

3. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR TO COORDINATE PRIVACY FABRIC REQUIREMENTS WITH COR. CONTRACTOR SHALL BE AWARE OF THE VERTICAL HEIGHTS OF OBJECTS NEAR FENCE LINES; NO EQUIPMENT OR MATERIAL SHALL BE PLACED NEAR FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS WHICH COULD BE CLIMBED. POST A

METALLIC SIGN DISPLAYING THE CONTRACTOR'S 24 HOUR EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE SHALL USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COSTS SHALL BE PAID BY CONTRACTOR AND ARE CONSIDERED INCIDENTAL TO

THE VARIOUS BID ITEMS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AND STAGING AREAS.

THE TRAFFIC CONTROL MEASURES SHALL BE DIRECTED AND APPROVED BY THE CONTRACTING OFFICER AND/OR

CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR SHALL COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR OFF-SITE DISPOSAL, AND STOCKPILES SHALL BE ADEQUATELY SEPARATED

FROM EACH OTHER WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL SHALL PARK WITHIN THE

CONTRACTOR'S STAGING AREA OR AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR DEBRIS ON THE VA CAMPUS SHALL BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF DEBRIS DURING TRANSPORTATION. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR.

UNDER NO CIRCUMSTANCES SHALL A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE

SIDEBOARDS.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB CMB

GENERAL NOTES AND LEGEND

C-002

100% CONSTRUCTION

DOCUMENTS

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

648-20-116

10/30/2025 4 of 238

LOT #19

TRANSPLANT

LODGER (18)

RRTP

(12)

LAUNDRY /

WAREHOUSE

(2)

BOILER

PLANT (3)

MAINTENANCE

SHOPS (4)

GROUNDS (5)

TELE

(13)

STORAGE

(16)

FITNESS

CENTER

(14)

SRO

CLARK

COUNTY

CENTER FOR

COMMUNITY

HEALTH

("CCH") (17)

MUSEUM

(T1819)

SNaP LAB (21)

STORAGE

(22)

WELL

(7)

EM.GEN

(6)

PRIMARY CARE

SUPPORT

BUILDING (15)

SPECIALTY

CARE

CLINICS

(20)

PRIMARY

CARE (24)

FISHER

HOUSE (25)

FREEDOMS

PATH (26)

WELL

(23)

TR3

BARNES

REHABILITATION

UNIT (11)

COMMUNITY

LIVING

CENTER (1)

NEW

IMAGING

(27)

LOT #10

LO

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#5

B WINGC WING

E WING

F WING

D WING

STORAGE

BLDG.

(19)

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AIR FORCE W

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NATIONAL GUARD STREET

NAVY LANE

MARINE CORPS DRIVE

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COAST GUARD STREET

POW / MIA ROAD

PO

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POW / MIA ROAD

MARINE CORPS DRIVE

E FOURTH PLAIN BLVD

FO

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V

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T #2

LOT #2

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#7

LOT #21

LOT #4

GREEN

HOUSE

GARDEN

SHED

O

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R H

EA

D

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M M

C O

M M

COMM

CO

COMM

SAN

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E

E E

E

E E E

E E E E

E E

E

E E E E

EE

E

E

COMM

W W

W

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E E

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EE

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB CMB

OVERALL CIVIL SITE PLAN

CS100

100% CONSTRUCTION

DOCUMENTS

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

648-20-116

10/30/2025

BLOWUP DETAIL A

SCALE: 1" = 10'

BLOWUP DETAIL B - SITE PLAN

SCALE: 1" = 10'

1" = 100' scale feet

2001000100

SITE KEYNOTES

ELECTRICAL DUCTBANK, SEE ELECTRICAL

ELECTRICAL VAULT, SEE ELECTRICAL2

ELECTRICAL TRANSFORMER, SEE ELECTRICAL3

EXISTING ELECTRICAL CABINET, CONTRACTOR TO PROTECT IN PLACE

EXISTING FIRE HYDRANT, CONTRACTOR TO PROTECT IN PLACE

GUARD POST. SEE DETAIL E9 ON THIS SHEET.

PEDESTRIAN PATH STRIPING

BLOWUP DETAIL B - DEMOLITION PLAN

SCALE: 1" = 10'

DEMOLISH EXISTING CMU WALL AND FOUNDATION, PER STRUCTURAL

CONCRETE SIDEWALK

CMU WALL AND FOUNDATION, PER STRUCTURAL

DEMOLISH CONCRETE SIDEWALK AND CURB

OVERALL SITE PLAN1

SCALE: 1" = 100'

STEEL PIPE, 6"NOM, SCH 80,

FILLED WITH CONC. PAINT

FEDERAL SAFETY YELLOW.

2,500 PSI CONC

SLOPE

CONCRETE

FOR DRAINAGE

1' -6

2' -0

3'

-0

CL

1'-6"

6"

10/30/25

EXIST MASONRY WALL

PIPE SLEEVE

PIPE INSULATION

PIPE

MINERAL WOOL

INSIDEOUTSIDE

CAULK (TYP)

PIPE INSULATION

WITH JACKET

PIPE THRU WALL DETAIL 2

CAULK (TYP)

SCALE: NTS

DUCT THRU WALL DETAIL

SCALE: NTS

EXIST. WALL

MIN. 1" THICKNESS MINERAL

WOOL PACKING. (TYP)

CAULK (TYP)

1" CAULK (TYP)

STEEL DUCT.

STEEL SLEEVE. (TYP) 1" MAX.

ANNULAR SPACE

AIRFLOW

AIR VENT, 1/4" BALL VALVE.

INSTALL IN HIGH POINT OF

HEADER OR RETURN PIPE

TO ALLOW COMPLETE VENTING

OR AIR FROM COIL

CAPPED DRAIN, 3/4" BALL

VALVE. INSTALL IN

LOW POINT OF HEADER OR SUPPLY

DRAIN DOWN OF COIL

UNION IN OFFSET

FOR COIL REMOVAL

(TYP.)

P/T TEST PLUG (TYP.)

ISOLATION VALVE (TYP.)

FLOW CONTROL

DEVICE

TWO WAY ELECTRONIC TEMPERATURE

CONTROL VALVE

2-WAY WATER COIL3

SCALE: NTS

1/ 2'

'-0

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8'

'-0

1/

'-0

1/ 4'

'-0

1' 2'

1' 1/

2' 2'

1/ 2'

1'

'-0

3'

'-0

1' m m

M

M

M

M

M

M

M m m

M m m

M

0.

5M

M 0.

5M 0.

M m m

M m m

M

.2

5M 0.

M

0.

M 0.

M m m

M

M

0.

5M m m

M

3/ 8'

'-0

1'

2' 4'

0.

M 0.

M m m

M

1/

2'

'-0

''0 2'

1/ 2'

1' 3' m m

M

0.

M 0.

M

6'

'-0

1/

4" 1/

2"

M

M

7.

m m

M

3/

'-0

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ ENGINEER OF RECORD

A/E:

STAMPCONSULTANT/ DISCIPLINE

321 4 5 6 7 8 9 10

DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

17/09/2025 6:35:53 am

M-501

MECHANICAL DETAILS I

MGH/JW AP/CY/RQ

100% CONSTRUCTION

DOCUMENTS

10/30/2025

648-20-116CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

Revisions: Date:

GRILLE AND DIFFUSER SCHEDULE

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER BASIS OF

DESIGN MODEL AIR PATTERN COLOR REMARKS

SD-1 PRICE AMCD 1-WAY COORDINATE W/ ARCHITECTURAL -

RG-1 PRICE RCG - COORDINATE W/ ARCHITECTURAL -

DIESEL FUEL DAY TANK

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN

MODEL TYPE FUEL CAPACITY (GALLONS) WALL TYPE REMARKS

01-FDT-01 CAT NOTE 1 SUB BASE 960 DOUBLE WALLED 1,2,3,4

REMARKS:

1. SUB BASE TANK SHALL BE PROVIDED WITH GENERATOR SET.

2. PROVIDE WITH BASE TANK FUEL CONTROLLER.

3. PROVIDE WITH MANUFACTURER RECOMMENDED 1 KW TANK HEATER OR BASIS OF DESIGN DUREX BRAND NAME OR EQUAL 1 KW, 240 V, 3PH L-SHAPED IMMERSION HEATER. SEE SPECIFICATION 23 50 11 - BOILER PLANT MECHANICAL EQUIPMENT FOR ADDITIONAL REQUIREMENTS.

4. TANK TO BE UL142 RATED.

FUEL OIL PUMP SKID SCHEDULE

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN

MODEL SERVICE TYPE

OPERATING POINT

PRESSURE RATING (PSI)

ELECTRICAL

WEIGHT (LBS) REMARKS

FLOW (GPH) MINIMUM PRIMING HEAD

(IN HG)

POWER

(HP) V PH HZ FLA DISCONNECT

FURNISHED BY

STARTER

FURNISHED BY

01-FOPS-01 PREFERRED UTILITIES ATPFS-100-1808 FUEL TANK STORAGE SKID MOUNTED DUPLEX 54 15 50 1/3 120 1 60 6 MC MC 450 1,2,3,4,5

REMARKS:

1. PROVIDE WITH SUCTION DIFFUSER AND STRAINER.

2. PROVIDE WITH MANUFACTURER RECOMMENDED NEMA RATED ENCLOSURE.

3. PROVIDE WITH SINGLE POINT POWER CONNECTION.

4. FUEL OIL SKID PROVIDED WITH FACTORY SUPPLIED DISCONNECTS AND STARTERS FOR BOTH PUMPS.

5. SEE SPECIFICATION 23 50 11 - BOILER PLANT MECHANICAL EQUIPMENT FOR ADDITIONAL REQUIREMENTS.

FUEL POLISHING SYSTEM SCHEDULE

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL LOCATION MOUNTING PUMP TYPE PUMP FLOW RATE (GPH) WATER REMOVAL (%)

ELECTRICAL

REMARKS

MOTOR SIZE (HP) VOLT PH HZ FLA

01-FPS-01 PREFERRED UTILITIES PF-503 GENERATOR YARD SKID MOUNTED POSITIVE GEAR DISPLACMEENT 480 99.5 1/2 115 1 60 - 1

REMARK:

1. PROVIDE WITH A SINGLE POINT POWER CONNECTION.

HEAT TRACE SCHEDULE

EQUIPMENT TAG LOCATION BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

EQUIPMENT ASSOCIATED WITH PIPING TO

BE PROTECTED

TEMPERATURE ELECTRICAL DATA

REMARKSMIN OUTDOOR TEMP

(°F) DESIGN TEMP (°F) DESIGN LENGTH

(FT) W/FT V HZ PH MOP

01-HT-01 FUEL STORAGE RAYCHEM 3BTV1-CT 01-FOPS-01 18 40 90 3 120 60 1 15 1,2,3

01-HT-02 FUEL STORAGE RAYCHEM 3BTV1-CT 01-FOPS-01 18 40 25 3 120 60 1 15 1,2,3

01-HT-03 FUEL STORAGE RAYCHEM 3BTV1-CT 01-FT-01 18 40 60 3 120 60 1 15 1,2,3

01-HT-04 FUEL STORAGE RAYCHEM 3BTV1-CT 01-FDT-01 18 40 10 3 120 60 1 15 1,2,3

01-HT-05 FUEL STORAGE RAYCHEM 3BTV1-CT 01-FDT-01 18 40 10 3 120 60 1 15 1,2,3

REMARKS:

1. DESIGN LENGTH IS AN ESTIMATE OF LENGTH OF PIPING TO BE PROTECTED BY HEAT TRACE FOR BIDDING PURPOSES. CONTRACTOR TO PROVIDE HEAT TRACE AS REQUIRED TO PROTECT ALL EXTERIOR PIPING ASSOCIATED WITH EQUPMENT TO BE PROTECTED.

2. MECHANICAL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO ENSURE THAT APPROPRIATE ELECTRICAL CIRCUIT IS USED IF LENGTH AND WATTAGE EXCEEDS THAT SHOWN ON THIS SCHEDULE.

3. INSTALL IN COMPLIANCE WITH MANUFACTURER REQUIREMNTS AND RECOMMENDATIONS TO PROTECT PIPING.

DIESEL FUEL TANK

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN

MODEL TYPE FUEL CAPACITY (GALLONS) WALL TYPE REMARKS

01-FT-01 GREER F921 RECTANGULAR 3,000 DOUBLE WALLED 1,2,3,4,5,6,7

REMARKS:

1. PROVIDE WITH BASIS OF DESIGN OMNTEC PROTEUS AUTOMATIC TANK GAUGING AND LEAK DETECTION SYSTEM MODEL NUMBER 0EL8000111-B BRAND NAME OR EQUAL.

2. PROVIDE WITH BASIS OF DESIGN OMNTEC MAGNETOSTRICTIVE TANK GAUGING PROBE MODEL NUMBER MTG BRAND NAME OR EQUAL.

3. PROVIDE WITH BASIS OF DESIGN OMNTEC BRIGHT EYE SENSORS MODEL NUMBER BX-LS BRAND NAME OR EQUAL.

4. PROVIDE WITH BASIS OF DESIGN REMOTE ANNUNICATORS MODEL NUMBER RAS-1 BRAND NAME OR EQUAL.

5. PROVIDE WITH BASIS OF DESIGN MODBUS TO BACNET CONVERTER BRAND NAME OR EQUAL.

6. PROVIDE WITH MANUFACTURER RECOMMENDED 2 KW TANK HEATER OR BASIS OF DESIGN DUREX BRAND NAME OR EQUAL 2 KW, 240 V, 3PH L-SHAPED IMMERSION HEATER. SEE SPECIFICATION 23 50 11 - BOILER PLANT MECHANICAL EQUIPMENT FOR ADDITIONAL REQUIREMENTS.

7. TANK TO BE UL2085 RATED.

VAV TERMINAL UNIT SCHEDULE

EQUIPMENT

TAG

BASIS OF DESIGN

MANUFACTURER

BASIS OF

DESIGN

MODEL

AREA SERVED TYPE UNIT

SIZE

MINIMUM

AIRFLOW (CFM)

MAXIMUM AIRFLOW

(CFM)

HOT WATER…