PN78196_BNHQ-00-COMPILATION-RTA.pdf

PDF 40 MB Posted Feb 17, 2016

Attached to: FY14 Aviation Unit Complex Phase 2C - Battalion Headquarters (BNHQ) PN 78196 , JBLM WA
Solicitation number: W912DW-16-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment R0001 to the solicitation - Drawings

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SHEET

IDENTIFICATION

US Army Corps of Engineers ®

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JOINT BASE LEWIS-McCHORD, WASHINGTON

FY14 AVIATION UNIT, PHASE 2C

BATTALION HEADQUARTERS

PN 78196

SEQUALITCHEW LAKE

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SEARS

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AMERIC

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US Army Corps of Engineers Seattle District

PROJECT LOCATION MAPVICINITY MAP

NOT TO SCALE NOT TO SCALE

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

MASTEN AVE.

SHEET

IDENTIFICATION

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FY14 PN78196 BNHQ DRAWING INDEX

SHEET No. SHEET ID SHEET NAME

228 E-601 ONE-LINE DIAGRAM

229 E-602 SITE ONE-LINE DIAGRAM

230 E-603 ELECTRICAL PANEL SCHEDULE 1

231 E-604 ELECTRICAL PANEL SCHEDULE 2

232 E-605 ELECTRICAL PANEL SCHEDULE 3

233 E-606 ELECTRICAL PANEL SCHEDULE 4

234 E-607 ELECTRICAL PANEL SCHEDULE 5

235 E-608 ELECTRICAL PANEL SCHEDULE 6

16 TELECOMMUNICATIONS

236 T-001 TELECOMMUNICATIONS LEGENDS AND ABBREVIATIONS

237 T0-01 TELECOMMUNICATIONS SITE PLAN 1

238 T0-02 TELECOMMUNICATIONS SITE PLAN 2

239 T0-03 TELECOMMUNICATIONS SITE PLAN 3

240 T0-04 TELECOMMUNICATIONS SITE PLAN 1 (OPTION)

241 T-101 TELECOMMUNICATIONS FIRST FLOOR PLAN

242 T-102 TELECOMMUNICATIONS SECOND FLOOR PLAN

243 T-103 TELECOMMUNICATIONS FIRST FLOOR CABLE TRAY PLAN

244 T-104 TELECOMMUNICATIONS SECOND FLOOR CABLE TRAY PLAN

245 T-105 TELECOMMUNICATIONS FIRST FLOOR LABELING PLAN

246 T-106 TELECOMMUNICATIONS SECOND FLOOR LABELING PLAN

247 T-401 TELECOMMUNICATIONS ENLARGED PLANS

248 T-402 ANTENNA DETAILS

249 T-501 TELECOMMUNICATIONS TYPICAL DETAILS 1

250 T-502 TELECOMMUNICATIONS TYPICAL DETAILS 2

251 T-503 TELECOMMUNICATIONS TYPICAL DETAILS 3

252 T-504 TELECOMMUNICATIONS ROOM ELEVATIONS

253 T-505 TELECOMMUNICATIONS LARGE VAULT

254 T-506 TELECOMMUNICATIONS HUT ELEVATION

255 T-507 TELECOMMUNICATIONS HUT POWER AND LIGHTING PLAN

256 T-508 TELECOMMUNICATIONS HUT MISCELLANEOUS DETAILS

257 T-601 TELECOMMUNICATIONS RISER DIAGRAMS

258 T-602 TELECOMMUNICATIONS GROUNDING AND BONDING

FY14 PN78196 BNHQ DRAWING INDEX

SHEET No. SHEET ID SHEET NAME

09 INTERIORS

155 I-001 INTERIOR LEGEND & ABBREVIATIONS

156 I-101 FIRST FLOOR FURNITURE PLAN

157 I-102 SECOND FLOOR FURNITURE PLAN

11 FIRE PROTECTION

158 F-001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

159 F-101 FIRE SPRINKLER FIRST FLOOR

160 F-102 FIRE SPRINKLER SECOND FLOOR

161 F-103 FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR

162 F-104 FIRE ALARM AND MASS NOTIFICATION SECOND FLOOR

163 F-301 FIRE SPRINKLER ELEVATIONS AND RISERS

164 F-401 FIRE SPRINKLER ENLARGED PLANS

165 F-501 FIRE ALARM MASS NOTIFICATION SYSTEM DETAILS

166 F-502 FIRE ALARM MASS NOTIFICATION SYSTEM DETAILS

167 F-503 FIRE ALARM MASS NOTIFICATION SYSTEM DETAILS

12 PLUMBING

168 P-001 PLUMBING LEGEND

169 P-101 FIRST FLOOR SANITARY - WASTE/VENT

170 P-102 SECOND FLOOR SANITARY - WASTE/VENT

171 P-103 FIRST FLOOR DOMESTIC WATER

172 P-104 SECOND FLOOR DOMESTIC WATER

173 P-401 PLUMBING FIRST FLOOR ENLARGED PLANS

174 P-402 PLUMBING SECOND FLOOR ENLARGED PLANS

175 P-501 PLUMBING DETAILS 1

176 P-502 PLUMBING DETAILS 2

177 P-503 PLUMBING DETAILS 3

178 P-601 PLUMBING SCHEDULES

179 P-901 PLUMBING ISOMETRIC SANITARY

180 P-902 PLUMBING ISOMETRIC DOMESTIC WATER

181 P-903 SANITARY ISOMETRIC DETAILS

182 P-904 DOMESTIC WATER ISOMETRIC DETAILS

14 MECHANICAL

183 M-001 MECHANICAL LEGEND

184 M-101 HVAC FIRST FLOOR PLAN

185 M-102 HVAC SECOND FLOOR PLAN

186 M-103 HYDRONIC FIRST FLOOR PLAN

187 M-104 HYDRONIC SECOND FLOOR PLAN

188 M-105 REFRIGERANT SYSTEMS FIRST FLOOR PLAN

189 M-106 REFRIGERANT SYSTEMS SECOND FLOOR PLAN

190 M-401 MECHANICAL ENLARGED VIEW

191 M-501 MECHANICAL DETAILS I

192 M-502 MECHANICAL DETAILS II

193 M-503 MECHANICAL DETAILS III

194 M-601 MECHANICAL SCHEDULES I

195 M-602 MECHANICAL SCHEDULES II

196 M-603 MECHANICAL SCHEDULES III

197 M-700 CONTROLS LEGEND

198 M-701 CONTROLS POINT SCHEDULE INSTRUCTION

199 M-702 AHU-1 CONTROL SCHEMATIC

200 M-703 AHU-2 CONTROL SCHEMATIC

201 M-704 MECHANICAL SEQUENCE OF OPERATION

202 M-705 POINTS SCHEDULE

203 M-706 HYDRONIC CONTROL SCHEMATIC

204 M-707 VARIABLE REFRIGERANT FLOW SYSTEM DIAGRAM

205 M-708 MISCELLANEOUS CONTROL SCHEMATIC

15 ELECTRICAL

206 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

207 ES100 ELECTRICAL OVERALL SITE PLAN

208 ES101 ELECTRICAL SITE PLAN 1

209 ES102 ELECTRICAL SITE PLAN 2

210 ES103 ELECTRICAL SITE PLAN 3

211 ES104 ELECTRICAL SITE PLAN 1 (OPTION)

212 E-101 FIRST FLOOR LIGHTING PLAN

213 E-102 SECOND FLOOR LIGHTING PLAN

214 E-103 FIRST FLOOR POWER PLAN

215 E-104 SECOND FLOOR POWER PLAN

216 E-105 FIRST FLOOR MECHANICAL POWER PLAN

217 E-106 SECOND FLOOR MECHANICAL POWER PLAN

218 E-401 ENLARGED PLANS

219 E-501 LIGHTING DETAILS 1

220 E-502 LIGHTING DETAILS 2

221 E-503 LIGHTING DETAILS 3

222 E-504 LIGHTING DETAILS 4

223 E-505 MISCELLANEOUS DETAILS 1

224 E-506 MISCELLANEOUS DETAILS 2

225 E-507 MISCELLANEOUS DETAILS 3

226 E-508 MISCELLANEOUS DETAILS 4

227 E-509 MISCELLANEOUS DETAILS 5

FY14 PN78196 BNHQ DRAWING INDEX

SHEET No. SHEET ID SHEET NAME

74 S-507 MOMENT FRAME BRACE DETAILS

75 S-601 WIND LOAD DIAGRAMS

76 S-602 TYPICAL STEEL CONNECTION SCHEDULE

77 S-603 ATFP

78 S-901 STRUCTURAL ISOMETRIC VIEW

08 ARCHITECTURAL

79 A-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

80 A-002 LIFE SAFETY PLAN - FLOOR 1

81 A-003 LIFE SAFETY PLAN - FLOOR 2

82 A-004 LIFE SAFETY SUMMARY

83 A-005 AIR BARRIER PLAN/SECTIONS

84 A-006 AIR BARRIER CONSTRUCTION METHODS

85 A-101 FIRST FLOOR PLAN

86 A-102 SECOND FLOOR PLAN

87 A-103 REFLECTED CEILING PLAN - FIRST FLOOR

88 A-104 REFLECTED CEILING PLAN - SECOND FLOOR

89 A-105 LOWER ROOF PLAN

90 A-106 UPPER ROOF PLAN

91 A-107 DUMPSTER ENCLOSURE - PLANS, ELEVATIONS AND SECTIONS

92 A-201 NORTH AND SOUTH ELEVATIONS

93 A-202 EAST AND WEST ELEVATIONS

94 A-203 INTERIOR ELEVATIONS 1 - RESTROOM

95 A-204 INTERIOR ELEVATIONS 2

96 A-205 INTERIOR ELEVATIONS 3

97 A-206 INTERIOR ELEVATIONS 4

98 A-301 BUILDING SECTIONS 1

99 A-302 BUILDING SECTIONS 2

100 A-303 BUILDING SECTIONS 3

101 A-310 WALL SECTIONS 1

102 A-311 WALL SECTIONS 2

103 A-312 WALL SECTIONS 3

104 A-313 WALL SECTIONS 4

105 A-314 WALL SECTIONS 5

106 A-401 ENLARGED PLANS - RESTROOMS FLOOR 1

107 A-402 ENLARGED PLANS - RESTROOMS FLOOR 2

108 A-403 ENLARGED PLANS

109 A-404 ENLARGED PLANS - STAIRS

110 A-405 ENLARGED SECTIONS - STAIRS

111 A-406 ENLARGED PLANS - ELEVATOR

112 A-407 ENLARGED PLANS - FRONT ENTRY

113 A-501 EXTERIOR BRICK PLAN DETAILS

114 A-502 EXTERIOR METAL PANEL PLAN DETAILS 1

115 A-503 INTERIOR PLAN DETAILS 1

116 A-504 INTERIOR PLAN DETAILS 2

117 A-505 ROOF AND WALL DETAILS 1

118 A-506 ROOF AND WALL DETAILS 2

119 A-507 ROOF AND WALL DETAILS 3

120 A-508 ROOF AND WALL DETAILS 5

121 A-509 ROOF AND WALL DETAILS 4

122 A-510 CEILING DETAILS 1

123 A-511 CEILING DETAILS 2

124 A-512 INTERIOR BATHROOM DETAILS

125 A-513 INTERIOR DETAILS

126 A-514 INTERIOR STAIR AND RAILING DETAIL 1

127 A-515 INTERIOR STAIR AND RAILING DETAIL 2

128 A-516 ELEVATOR DETAILS

129 A-517 CURTAIN WALL DETAILS 1

130 A-518 CURTAIN WALL DETAILS 2

131 A-519 CURTAIN WALL DETAILS 3

132 A-520 LOUVER DETAILS

133 A-521 DOOR DETAILS 1

134 A-522 DOOR DETAILS 2

135 A-523 DOOR DETAILS 3

136 A-524 CASEWORK DETAILS

137 A-525 ENTRANCE CANOPY DETAILS

138 A-526 SUN SHADE DEVICE DETAILS

139 A-527 MISCELLANEOUS DETAILS 1

140 A-601 EXTERIOR WALL TYPE SCHEDULE

141 A-602 INTERIOR WALL TYPE SCHEDULE

142 A-603 ROOM FINISH SCHEDULE

143 A-604 DOOR SCHEDULE

144 A-605 CURTAINWALL SYSTEM FRAME TYPES

145 A-606 CURTAIN WALL, LOUVER AND EXTERIOR FINISH SCHEDULES

146 A-607 SIGNAGE SCHEDULE

147 A-608 SIGNAGE TYPES

148 A-609 SIGNAGE TYPES

149 A-701 FINISH FLOOR PLAN - FLOOR 1

150 A-702 FINISH FLOOR PLAN - FLOOR 2

151 A-703 SIGNAGE FLOOR PLAN - FLOOR 1

152 A-704 SIGNAGE FLOOR PLAN - FLOOR 2

153 A-761 DUMPSTER ENCLOSURE - ISOMETRIC VIEWS

154 A-801 PERSPECTIVE VIEWS

FY14 PN78196 BNHQ DRAWING INDEX

SHEET No. SHEET ID SHEET NAME

01 GENERAL

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX

04 GEOTECHNICAL

3 B-101 LOCATIONS OF EXPLORATION

4 B-301 EXPLORATION LOGS

05 CIVIL

5 C-001 GENERAL NOTES AND ABBREVIATIONS

6 C-002 LEGEND AND TREE DEMOLITION TABLE

7 C-003 ACCESS ROAD AND HAUL ROUTE

8 C-004 GENERAL SITE PLAN

9 C-101 EXISTING SITE AND DEMOLITION PLAN

10 C-102 SITE PLAN

11 C-103 STRIPING AND SIGNAGE PLAN

12 C-104 GRADING PLAN

13 C-105 UTILITY PLAN 1

14 C-106 UTILITY PLAN 2

15 C-107 STORM DRAINAGE PLAN

16 C-108 OPTION - EXISTING SITE AND DEMOLITION PLAN

17 C-109 OPTION - SITE PLAN

18 C-110 OPTION - STRIPING AND SIGNAGE PLAN

19 C-111 OPTION - GRADING PLAN

20 C-112 OPTION - STORM DRAINAGE PLAN

21 C-301 SANITARY SEWER PROFILE

22 C-401 COMMUNICATIONS HUT ENLARGED PLAN

23 C-501 SITE DETAILS 1

24 C-502 STRIPING AND SIGNAGE DETAILS 1

25 C-503 STRIPING AND SIGNAGE DETAILS 2

26 C-504 PAVEMENT AND CONCRETE DETAILS 1

27 C-505 PAVEMENT AND CONCRETE DETAILS 2

28 C-506 CONCRETE JOINT DETAILS

29 C-507 UTILITY DETAILS 1

30 C-508 UTILITY DETAILS 2

31 C-509 STORM DRAINAGE DETAILS 1

32 C-510 STORM DRAINAGE DETAILS 2

33 C-511 STORM DRAINAGE DETAILS 3

34 C-512 STORM DRAINAGE DETAILS 4

35 C-513 FENCE DETAILS

06 LANDSCAPE

36 L-001 LANDSCAPE NOTES, LEGEND AND PLANT SCHEDULE

37 L-002 IRRIGATION LEGEND AND ABBREVIATIONS

38 L-101 LANDSCAPE LAYOUT PLAN

39 L-102 LANDSCAPE PLAN - BASE BID ITEMS

40 L-103 IRRIGATION PLAN - BASE BID ITEMS

41 L-104 LANDSCAPE PLAN - OPTION BID ITEMS

42 L-105 IRRIGATION PLAN - OPTION BID ITEMS

43 L-501 LANDSCAPE DETAILS 1

44 L-502 LANDSCAPE DETAILS 2

45 L-503 IRRIGATION DETAILS

07 STRUCTURAL

46 S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

47 S-002 GENERAL STRUCTURAL NOTES 2 OF 3

48 S-003 GENERAL STRUCTURAL NOTES 3 OF 3

49 S-101 FOUNDATION PLAN

50 S-102 SECOND FLOOR FRAMING PLAN

51 S-103 ROOF FRAMING PLAN

52 S-104 DUMPSTER ENCLOSURE - FOUNDATION PLAN

53 S-201 FRAMING ELEVATIONS

54 S-202 FRAMING ELEVATIONS

55 S-203 FRAMING ELEVATIONS

56 S-204 SHEAR WALL ELEVATIONS

57 S-205 SHEAR WALL ELEVATIONS

58 S-206 SHEAR WALL ELEVATIONS

59 S-207 SHEAR WALL ELEVATIONS

60 S-208 SHEAR WALL ELEVATIONS

61 S-209 SHEAR WALL ELEVATIONS

62 S-210 TRUSS ELEVATION

63 S-301 ELEVATOR SECTIONS

64 S-302 ROOF FRAMING SECTIONS

65 S-401 ENLARGED STAIR PLANS

66 S-402 ENLARGED CANOPY FRAMING PLAN

67 S-403 ENLARGED CANOPY FRAMING PLAN

68 S-501 TYPICAL FOUNDATION DETAILS

69 S-502 FOUNDATION DETAILS

70 S-503 FLOOR FRAMING DETAILS

71 S-504 ROOF FRAMING DETAILS

72 S-505 ROOF AND DRAG BEAM DETAILS

73 S-506 STEEL AND PARTITION DETAILS

K D

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LOCATIONS OF EXPLORATION

B-301.

2. FOR EXPLORATION LOGS, SEE SHEET

NOTES, SEE SHEET B-301.

1. FOR LEGEND, ABBREVIATIONS AND ADDITIONAL

NOTES:

S W

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BUILDING

HEADQUARTERS

BATTALION

CONSTRUCTION LIMITSCONSTRUCTION LIMITS

CONSTRUCTION LIMITS

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NOTES:

RUBBER-TIRE BACKHOE/FRONT-END LOADER.

HOLES WERE DUG ON 05 APRIL 2013 USING A KOMATSU WB140,

DISTRICT, U.S. ARMY CORPS OF ENGINEERS. EXPLORATION

3. SUBSURFACE EXPLORATION WAS CONDUCTED BY SEATTLE

13-BH-24

D E

P T

H F

T ) D

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T H (F

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL, cobbles (9") and a few roots, med. dense to dense, moist, brown.

GP - Sandy GRAVEL with cobbles (6"), dense, moist, grayish-brown.

Cobble size decreases with depth.

13-BH-24

6.5

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL with cobbles (9") and a few roots, med. dense to dense, moist, brown.

GP - Sandy GRAVEL with cobbles (6"), dense, moist, grayish-brown. Caving on the sides.

13-BH-25

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL with cobbles (8"), med.

dense to dense, moist, brown.

SP - SAND, dense, moist, grayish-brown.

GP - Sandy GRAVEL with cobbles (6"), dense, moist, grayish-brown.

Higher sand percentage than similar unit in surrounding holes.

13-BH-26

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL with cobbles (8") med.

dense to dense, moist, brown.

GP - Sandy GRAVEL with cobbles (6"), dense, moist, grayish-brown.

13-BH-27

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL with cobbles (7") and a few roots, med. dense to dense, moist, brown.

GP - Sandy GRAVEL with cobbles (6") and roots to 5' BGS, dense, moist, grayish-brown.

Gravel percentage increasing with depth.

Caving on the sides.

13-BH-28

SP-SM - SAND with silt, gravel, organics & roots, med. dense, moist, dark brown.

GP - Sandy GRAVEL, cobbles (6"), and a few roots, med. dense to dense, moist, brown.

GP - Sandy GRAVEL with cobbles (5") and a root at 6' BGS, dense, moist, grayish-brown.

Higher sand percentage than similar unit in surrounding holes.

13-BH-29

LEGEND

EXPLORATION HOLE YEAR-TYPE-NUMBER

PARTICLES OF ROCK THAT WILL PASS A 12-INCH

SQUARE OPENING AND BE RETAINED ON A 3-INCH

SIEVE

BELOW GROUND SURFACE

COBBLES

BACKHOE

BGS

LOWER LIMIT OF UNSATISFACTORY MATERIAL

1. FOR LOCATIONS OF EXPLORATIONS, SEE PLATE B-101.

2. SOILS WERE VISUALLY CLASSIFIED USING THE "UNIFIED SOIL

CLASSIFICATION SYSTEM".

Poorly-graded GravelGP

SP-SM

Poorly-graded Sand

Poorly-graded Sand with Silt

C-001

P E

E L E

P E

E L E

NOTES NOTES CIVIL ABBREVIATIONS

A B

B R

E V

N S

G E

N E

R A

L N

O T

E S A

N D

(2007 ADJUSTMENT, EPOCH 2007.00).

TO THE WASHIGNTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83

4. HORIZONTAL COORDINATES SHOWN ARE IN US SURVEY FEET AND REFER

VERTICAL DATUM (NAVD) OF 1988.

3. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN

UTILITIES VERIFIED PRIOR TO ANY EXCAVATION.

UTILITY MAPS AND SITE PLANS. THE CONTRACTOR SHALL AHVE ALL EXISTING SITE

UTILITIES SHOWN ARE BASED ON ABOVE GROUND UTILITY STRUCTURES, AVAILABLE

TYPE, DEPTH, MATERIALOR LOCATION OF ANY UNDERGROUND UTILITIES. ALL

2. THE SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE,

DATA COLLECTED IN OCTOBER AND SEPTEMBER 2013.

1. TOPOGRAPHIC SURVEY PREPARED BY APSSM, FROM FIELD

SURVEY NOTES:

COMPANY UTILITY PHONE

UTILITIES NOTES

JBLM DPW

FERRELL GAS

NETWORK ENTERPRISE CENTER

COMCAST

CENTURY LINK

PUGET SOUND ENERGY

CALL-BEFORE-YOU-DIG

(253) 966-1747

(253) 261-2053

(253) 864-4293

(253) 967-3870

(253) 833-2343

(425) 392-6412

(800) 424-5555

OTHERWISE NOTED.

BE HAULED OFF THE SITE AND DISPOSED OF LEGALLY, UNLESS

BECOME THE PROPERTY OF THE CONTRACTOR. SUCH MATERIALS SHALL

5. ALL MATERIALS TO BE DEMOLISHED AND REMOVED FROM THE SITE SHALL

PRESERVE THE UTILITY SYSTEMS. NOTIFY COR IMMEDIATELY.

ARE NOT SHOWN ON THE DRAWINGS ARE ENCOUNTERED, MAINTAIN AND

4. IF EXISTING SUBSURFACE DRAINAGE OR OTHER UTILITY SYSTEMS THAT

DOCUMENTS AND ACTUAL FIELD CONDITIONS, PRIOR TO STARTING WORK.

BETWEEN EXISTING SITE CONDITIONS DEPICTED IN THE CONTRACT

3. IMMEDIATELY NOTIFY CONTRACTING OFFICER OF ALL DEVIATIONS

OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

REPAIRS TO THE STRUCTURE TO THE SATISFACTION OF THE CONTRACTING

CONSTRUCTION, THE CONTRACTOR SHALL MAKE REPAIRS OR PAY FOR

EXISTING STRUCTURES, AS REQUIRED IN THE FIELD. IF DAMAGED DURING

PROTECTION, RELOCATION, RECONSTRUCTION OR ADJUSTMENT OF

ARRANGEMENTS WITH THE OWNER OF EXISTING FACILITIES FOR THE

GROUND THAT ARE ENCOUNTERED DURING CONSTRUCTION. MAKE ALL

2. PROPERLY SUPPORT AND MAINTAIN ALL STRUCTURES ABOVE OR BELOW

SHALL VERIFY THE FEATURES PRIOR TO CONSTRUCTION.

CONSTRUED AS BEING ACCURATE OR COMPLETE. THE CONTRACTOR

STRICTLY AS AN AID TO THE CONTRACTOR, BUT SHALL NOT BE

ARE BASED UPON AVAILABLE RECORDS AND ARE SHOWN ON THE PLANS

MATERIAL AND DIMENSIONS OF EXISTING FACILITIES AND OBSTRUCTIONS

AND UTILITIES IS NEITHER GUARANTEED NOR ALL-INCLUSIVE. THE LOCATION,

1. INFORMATION SHOWN ON THE DRAWINGS CONCERNING EXISTING FEATURES

EXISTING CONDITIONS NOTES:

STORMWATER

SANITARY SEWER

WATER

PROPANE GAS

COMMUNICATIONS

INTERNET

PHONE

NATURAL GAS

ELECTRIC

ONE CALL

S K

D E

HMA

FL X MJ

FIG

FFE

FES

FDC

EXIST, EX

ELEV, EL

DIP

DIA

DCJ

DESC.

CTR

CRZ

COR

COM

CJTB

BOC

BLVD

BLDG NO.

AT/FP

AVE

INCH/INCHES

INVERT ELEVATION

HOT MIX ASPHALT

FIRE WATER

FEET/FOOT

FLANGE BY MECHANICAL JOINT

FLOWLINE

FIGURE

FINISHED GRADE

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FLARED END SECTION

FIRE DEPARTMENT CONNECTION

FACE OF CURB

EXISTING

EACH WAY

ELEVATION

THICKENED EDGE EXPANSION JOINT

EAST

DRIVE

DUCTILE IRON PIPE

DIAMETER

APPLICABLE.

LONGITUDINAL AND TRANSVERSE AS

DOWELED CONSTRUCTION JOINT ( TYP)

DESCRIPTION

CENTER

CRITICAL ROOT ZONE

OFFICER REPRESENTATIVE

USACE CONTRACTING

COMMUNITCATIONS

CLEAN OUT

W/ TIE BARS. FREE EDGE PANELS

LONGITUDINAL CONTRACTION JOINT

CURB CUT

CATCH BASIN

BOTTOM WIDTH

BACK OF CURB

BOULEVARD

BUILDING NUMBER

FORCE PROTECTION

ANTI-TERRORISM AND

AVENUE

ASPHALT CONCRETE

WWF

WSDOT

W.S.

VAR

TYP

TOC, TC

T.B.

THK

TEMP

STD

STCJ

STA

SQ.

SPEC.

SMMWW

SLP

SECT

SCH

REQD

PVMT

PVC

PSI

PIV

PCC

OHP

NTS

NIC

NFS

NAVD

NAD

MISC

MIN

MAX

JBLM

WELDED WIRE FABRIC

TRANSPORTATION

DEPARTMENT OF

WASHINGTON STATE

WATER SURFACE

VARIES

TYPICAL

TOP OF CURB

THURST BLOCK

THICK

TEMPORARY

STANDARD

JOINT (TYP)

SAWED TRANSVERSE CONTRACTION

STREET

STATION

SQUARE

SPECIFICATION

OF WESTERN WASHINGTON

STORMWATER MANAGEMENT MANUAL

SLOPE

SECTION

SCHEDULE

REQUIRED

RADIUS

PAVEMENT

POLY VINYL CHLORIDE

POINT

POUNDS PER SQUARE INCH

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

OVERHEAD POWER

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NON-FROST SUSCEPTIBLE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MISCELLANEOUS

MINIMUM

MAXIMUM

MANHOLE

LONG

LINEAL FOOT/FEET

LENGTH

JOINT BASE LEWIS McCHORD

(253) 967-5237.

2. SUBMIT SERIVCE ORDER REQUEST AT BUILDING 2044 DOOR #3 OR CALL

DIVISION PRIOR TO DIGGING OPERATIONS.

1. OBTAIN A DIG PERMIT FROM JBLM PUBLIC WORKS UTILITIES

CAUTION BEFORE EXCAVATION:

OF THE PROJECT. IF ADDITIONAL AREA IS NEEDED COORDINATE WITH COR.

8. CONSTRUCTION STAGING TO BE LOCATED WITHIN THE CONSTRUCTION LIMITS

COMPLETION OF PROJECT.

7. PROVIDE REGULAR SITE CLEANING AND FINAL SITE CLEANING AT

START OF WORK.

6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO

EXPENSE.

MAINTAINING HAUL ROUTES SHALL BE SOLELY AT THE CONTRACTOR'S

SHALL BE SELECTED TO MINIMIZE INTERFERENCE WITH BASE OPERATIONS.

WITH THE APPROPRIATE AGENCIES HAVING JURISDICTION. HAUL ROUTES

ROUTES (STATE HIGHWAYS, COUNTY ROADS, CITY OR JBLM STREETS)

5. COORDINATE AND OBTAIN PERMITS AND APPROVALS FOR ALL HAUL

CONDITIONS THAT AFFECT THE EXECUTION OF THE WORK.

FIELD CONDITIONS, TRAFFIC, ON-GOING OPERATIONS AND OTHER

4. INSPECT THE PROJECT SITE AND BECOME FAMILIAR WITH ALL EXISTING

BEGINNING CONSTRUCTION.

3. VERIFY ALL FIELD DIMENSIONS PRIOR TO ORDERING MATERIALS AND

AND SEWERS SHALL NOT BE PERMITTED.

DISCHARGE OF OILY, GREASY OR CHEMICAL WASTES INTO WATERWAYS

QUALITY REGULATIONS, KEEP JOB SITE FREE OF DEBRIS AT ALL TIMES.

AND FROM OPERATIONS ON THE WORK SITE IN COMPLIANCE WITH AIR

CONTROL DUST, SMOKE AND FUMES FROM CONSTRUCTION EQUIPMENT

OPERATIONS AND EQUIPMENT. IMPLEMENT ALL MEASURES NECESSARY TO

POLLUTION OF AIR AND WATER RESULTING FROM CONSTRUCTION

2. TAKE ALL MEASURES TO ELIMINATE EXCESSIVE NOISE AND ELIMINATE

STATE AND LOCAL STATUES, ORDINANCES, AND DIRECTIVES.

1. BECOME THOROUGHLY FAMILIAR WITH AND COMPLY WITH ALL FEDERAL,

GENERAL NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -0

L E

G .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

C-002

FIRE HYDRANT

GATE VALVE

POST INDICATOR VALVE

CONCRETE PAVEMENT

SANITARY MANHOLE

CATCH BASIN

STORM DRAIN MANHOLE

AND VALVE

TAPPING SLEEVE

CLEAN OUT

REMOVABLE BOLLARDS

FIRE DEPARTMENT CONNECTION

BOLLARDS

YARD DRAIN

P E

E L E

P E

E L E

EXISTING DESIGN

C-001

DRAFTING

CIVIL LEGEND

DETAIL CALLOUT

DESCRIPTION

DETAIL

SCALE:

NUMBER

DETAIL

SECTION/ELEVATION CALLOUT

(ALPHABETIC)

DESIGNATION

SECTION

SCALE:

DESCRIPTION

NUMBER

PLATE

NUMBER

PLATE

CONSTRUCTION LIMITS

MAJOR CONTOURS

MINOR CONTOURS

NATURAL GAS

STORM DRAIN

SANITARY SEWER

FENCEX

X G

WATER LINE

TREE TO REMAIN

F FIRE WATER LINE

XXXX

X F

REMOVE TREE

DEMOLISH PAVEMENT

DEMOLISH CURB

(X-XXXXX)

P-XXXXX

ST-XXXX

CTRL-XXX

D-XXXXX

S-XXXXX

C-XXXXX

SET REBAR AND CAP

SET NAIL

FOUND REBAR AND CAP

WATER METER

TELECOMMUNICATION PEDESTAL

TELECOMMUNICATION POLE

TELECOMMUNICATION GUY ANCHOR

TELECOMMUNICATION JUNCTION BOX

TELECOMMUNICATION CONDUIT

POWER JUNCTION BOX

POWER LIGHT POLE

TRANSMISSION POLE

POWER POLE

DISTRIBUTION POLE

POWER GUY ANCHOR

POWER PEDESTAL

GAS LATERAL MARKER

SIGN

TREE DECIDUOUS (SEE TABLE)

WATER STRUCTUREW-XXXXX

WATER VALVE

STORM DRAIN STRUCTURE

SANITARY SEWER STRUCTURE

TELECOMMUNICATION STRUCTURE

CONTROL POINT

POWER STRUCTURE

P POWER PAINT MARK

TELECOMMUNICATION PAINT MARK

ST HTCW STEAM PIPE

COMMUNICATION

STRUCTURE PHOTO

REFERENCE NUMBERS

BUILDING SURVEYED

CIVIL LEGEND

TO OLD JOB W/ NEW DATA

REFERENCE STRUCTURE NUMBER

EXISTING DESIGN

CIVIL LEGEND

D E

M O

N T

A B

L E

G E

N D A

N D T

FIR 382031

FIR 302773

FIR 28 2030

SAVE REMOVEN0

TREE

OAK 73309

FIR 303308

FIR 24 243307

FIR 183306

FIR 183172

FIR 18 123171

FIR 18 183170

FIR 103169

FIR 343168

FIR 183167

FIR 243166

FIR 333165

FIR 93164

FIR 93163

SAVE REMOVEN0

TREE

X FIR 224647

FIR 244646

FIR 244645

FIR 424644

FIR 243145

FIR 243106

FIR 103105

FIR 243104

FIR 153103

FIR 153102

FIR 243101

FIR 243100

FIR 203099

FIR 153098

FIR 143097

FIR 183096

FIR 13 113095

TREE DEMOLITION TABLE #2TREE DEMOLITION TABLE #1

FIR 182813

FIR 142812

FIR 182811

FIR 202810

FIR 122809

FIR 142808

FIR 202807

FIR 182806

FIR 222805

FIR 152804

FIR 82803

FIR 202802

FIR 202801

FIR 142800

FIR 222799

FIR 152798

FIR 242797

FIR 222796

FIR 222795

FIR 202794

FIR 222793

FIR 152792

2791 FIR 22

2790 FIR 30

2789 FIR 22

FIR 142788

FIR 242787

FIR 222786

FIR 182785

SAVE REMOVEN0

TREE

TREE DEMOLITION TABLE #3

ELECTRICAL AND TELECOM

FIR 162784

FIR 142783

FIR 152782

FIR 182781

FIR 182780

FIR 222779

FIR 182778

FIR 182777

FIR 182776

FIR 242775

FIR 242774

FIR 222772

FIR 242771

FIR 262770

FIR 82769

FIR 272768

FIR 222767

FIR 12 2197

FIR 28 2135

FIR 28 2134

FIR 22 2133

FIR 26 2132

FIR 20 2131

FIR 24 2130

FIR 24 2129

DOGWOOD 6 2114

FIR 14 2051

FIR 10 2050

FIR 18 2049

FIR 39 2048

FIR 30 2047

FIR 16 2046

FIR 14 2045

FIR 14 2044

FIR 32 2034

FIR 24 2033

FIR 36 2032

NEW ASPHALT PAVEMENT

NEW GRAVEL

FIR 10 2102

FIR 6 2101

MAPLE 18 12 10 2100

FIR 18 2097

FIR 26 2096

FIR 26 2095

FIR 30 2060

FIR 48 2059

FIR 26 2058

FIR 26 2057

FIR 10 2056

FIR 10 2055

FIR 22 2054

FIR 18 2053

FIR 18 2052

2043 FIR 12

2042 FIR 20

FIR 24 20 2041

FIR 26 2040

FIR 24 16 2039

FIR 36 2038

FIR 34 2037

FIR 18 2036

DESC/DBH

DESC/DBH DESC/DBH

TREE DEMOLITION TABLES

S K

D E

SEE SHEET C-101, C-401, ES-101 TO ES-104, AND TO-01 TO TO-04 FOR PLAN

FIR 183107

FIR 274663

FIR 274661

FIR 24 24 5H STUMP4648

FIR 304595

FIR 204594

FIR 204593

SAVE REMOVEN0

TREE

TREE DEMOLITION TABLE #3

ELECTRICAL AND TELECOM

DESC/DBH

FIR 224832

FIR 124831

FIR 224820

FIR 244800

FIR 134748

MAPLE 134747

OAK 104746

PINE 144745

FIR 27 245433

FIR 244701

FIR 18 134699

FIR 10 64697

FIR 84696

FIR 244695

FIR 15 94694

FIR 194693

FIR 94691

FIR 124690

FIR 124689

FIR 164688

POPLAR 4687

POPLAR 64686

FIR 184674

FIR 124673

FIR 184672

FIR 124671

FIR 10 74718

FIR 64717

FIR 104716

FIR 74715

FIR 124714

FIR 94713

FIR 104712

FIR 74711

FIR 74710

FIR 104708

FIR 74707

FIR 64706

FIR 64705

FIR 134704

MADRONA 84702

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -0

L E

G .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -0

A H

R .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

C-003

A N

D H

A U

L R

O U

T E

A C

C E

S S R

O A

P E

E L E

P E

E L E

D D

N D

D D

N D

J A

C K S

O N A

V E

R S

A C

O M

TO O

LYMPIA

PENDLETON BLVD

NORTH

FORT

LEWIS

LOGISTICS

CENTER

MEDICAL

ARMY

MADIGAN

LAKE

SEARS

AIRFIELD

GRAY ARMY

S T R

Y K E R A

V E

H D

N D

AMERICAN

LAKE

MAIN POST

INTE

RSTATE

NOT TO SCALE

ACCESS AND HAUL ROUTE

T D

N D

17T H S

D D

N D

MAIN GATE

EXIT 120

"A S T R E E T

8T H S

T R E E T

VANCOUVER RD

"I S T

PN 78196

PROJECT LOCATION

BATTALION HEADQUARTERS

EXIT 123

PROJECT ENTRANCE

LOGISTICS GATE

150TH STREET

RAINIER DRIVE

SOUTH A STREET

SOUTH F STREET

FILMORE AVE

LOCATION, SEE SHEET C-401

COMMUNICATIONS HUT

S K

D E

GATE TO THE PROJECT SITE IS 4.3 MILES.

2. THE APPROXIMATE HAUL DISTANCE FROM THE LOGISTICS

HOURS AND OTHER WORK RESTRICTIONS.

REQUIREMENTS FOR JOINT BASE LEWIS-MCCHORD FOR GATE

1. SEE SPECIFICATION 01 14 10 SUPPLEMENTARY

NOTES:

0 100' 200' C-004

C-004

P E

E L E

P E

E L E

GENERAL SITE PLAN

G E

N E

R A

L S

E P

L A

1"=100'

FOR GENERAL REFERENCE ONLY.

2. SUPPLEMENTAL SURVEY DATA SHOWN

GENERAL NOTES.

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS AND

NOTES:

S K

D E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -0

G E

N .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

N 642,068.44 E 1,124,081.50

N 642,106.28 E 1,123,770.08

N 642,043.99 E 1,124,073.76

CONNECTION

ELECTRICAL LINE

CONNECTION

WATER LINE

N 641,622.86 E 1,123,852.17

N 641,995.71 E 1,124,128.47

03468-2

03468

COMMUNICATIONS HUT

N 642,134.36 E 1,123,780.83

N 642,343.46 E 1,123,845.34

N 642,233.21 E 1,124,180.76

N 642,227.31 E 1,124,199.87

N 642,239.95 E 1,124,182.83

N 642,317.16 E 1,124,227.48

N 642,464.23 E 1,124,262.37

N 642,708.27 E 1,123,915.47

N 642,606.03 E 1,124,010.79

N 642,446.42 E 1,124,341.58

N 642,504.87 E 1,124,338.68

N 642,960.64 E 1,124,500.02

N 643,046.07 E 1,124,522.36

N 642,966.14 E 1,124,480.79

N 643,051.97 E 1,124,503.25

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

BUILDING

HEADQUARTERS

BATTALION

D D

N D

GAS LINE CONNECTION

N 642,148.26 E 1,123,742.70

N 642,672.53 E 1,124,031.30

N 642,692.56 E 1,123,966.38

N 642,698.58 E 1,123,946.88

N 642,819.45 E 1,123,958.72

N 642,834.40 E 1,123,956.51

N 642,819.94 E 1,123,978.86

N 642,837.32 E 1,123,976.30

GRAVELED

PARKIN

AREA

A S

P H

A L

E W

A Y

ASPHALT DRIVEWAY

BRIC

BLDG. #

ONE S

TORY

CONCRETE

BLDG. # 03444

ONE STORY

C O

N C

R E

T E

B L

D G P

O N

E S

T O

R Y

CONCRETE

BLDG. # P03405

TWO STORY

FLAG

POLE

MASTIN AVENUE

NAKAMURA AVENUE

CONCRETE WALKWAY

C O

N C

R E

L K

W A

C O

N C

R E

L K

W A

R O

N T

E R

E W

A L

E W

A L

E W

A L

E W

A L

K S

E W

A L

SIG

CONC.

PAD

ONE S

TORY

BUIL

DIN

(R-

81)

UTIL

ITY

PATCH

E W

A L

S S

2+79 2+79

2+50

XL1XL1XL1XL1

XL1

XB1

XB1 XB1

XB1

T T

T TT

TT6 T T7

T T

HEADQUARTERS

BATTALION

EVERGREEN THEATER

B L

D G P

BLDG. # 03444

N 642,048.79 E 1,124,145.21

AIR

CRAFT

PARKIN

LIBBY

MASTIN AVE.

P A

R K

G P

A R

P A

R K

PARKING

P A

R K

LP1 12

MP1-26

CONNECTION

COMMUNICATIONS LINE

N 642,320.11 E 1,124,217.93

TES

N 641,786.97 E 1,123,792.72

N 641,585.12 E 1,123,879.52

N 641,595.09 E 1,123,835.07

N 641,605.35 E 1,123,832.61

N 641,493.66 E 1,123,878.60

N 641,547.87 E 1,123,965.36

N 641,483.48 E 1,123,946.71

E 1,123,828.67 N 641,496.10

E 1,123,877.86 N 641,488.73

P P

P E4

TX1

TX2

P E3

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

D .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

.8 .7

8 309

6 309

2 280

P-

98 P-

D-

35 D-

CTRL-

APS 4

APS 3

APS 2 APS 1

APS 6

9 212

D-

CONCRETE WALKWAY

P-

C-

R O

N T

E R

E W

A L

E W

A L

E W

A L

E W

A L

SIG

CONC.

PAD

ONE S

TORY

BUIL

DIN

(R-

81)

UTIL

ITY

PATCH

D-

CTRL-

E W

A L

12"

W-

APS 6

9.9

APS 6

9.8

APS 6

9.7

APS 6

9.6

APS 6

9.5

APS 6

9.1

APS 6

9.1

APS 6

9.1

APS 6

9.1

M M

U/G COMM

M M

REMOVE SIGN

STRIPING

REMOVE EXISTING

PAVEMENT

REMOVE EXISTING

SAW CUT AND

PAVEMENT

REMOVE EXISTING

SAW CUT AND

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

PAVEMENT

REMOVE EXISTING

SAW CUT AND

TO REMAIN

EX STORM WATER MH

TO REMAIN

EX STORM WATER LINE

(TYP)

EX TREE TO REMAIN,

305 D

TO REMAIN

EX STORM WATER CB

EXISTING CURB

REMOVE

CTRL 405

TO REMAIN

EX STORM WATER LINE

CONSTRUCTION LIMITS

(TYP)

REMOVE TREE

EXISTING CURB

REMOVE

SPA

CTRL 406

SPA

SIDEWALK

REMOVE EXISTING

SAW CUT AND

SPA

C O

N S

T R

U C

N L

SPA

CTRL 10

SPA

T SPA

SPA

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

SIDEWALK

REMOVE EXISTING

SAW CUT AND

1"=20' 0 20' 40'

EXISTING SITE AND DEMOLITION PLAN

C-101 C-101

A N

D D

E M

O L

N P

L A

N E

G S

EL = 310.77

E 1,124,171.21 N 642,256.83

SPIKE SET W/CAP

CTRL 406

EL = 307.71

E 1,123,932.32 N 642,308.38

SPIKE SET W/CAP

CTRL 405

EL = 311.42

E 1,124,037.01 N 642,515.20

SPIKE SET W/CAP

CTRL 10

SURVEY CONTROL POINTS

P E

E L E

P E

E L E

S K

D E

5. SEE SHEET C-109 FOR DEMOLITION PLAN OPTION.

4. SEE SHEET C-002 FOR TREE DEMOLITION TABLES

SHALL BE SAVED

3. EXISTING TREES NOT MARKED TO BE REMOVED

POINTS.

2. SEE TABLE BELOW FOR SURVEY CONTROL

ABBREVIATIONS, AND GENERAL / SURVEY NOTES.

1. SEE SHEET C-001 AND C-002 FOR LEGEND,

NOTES:

SITE PLAN

1"=20' 0 20' 40'

E P

L A

C-102 C-102

P E

E L E

P E

E L E

CONTROL POINT TABLE

PT # NORTHING EASTING

1 N 642,274.66 E 1,124,204.46

E 1,123,867.09N 642,417.47

N 642,246.97 E 1,124,169.81

N 642,280.83 E 1,124,127.97

E 1,124,165.49N 642,304.88

N 642,379.06 E 1,123,923.65

E 1,124,159.03N 642,550.34

N 642,521.60 E 1,124,175.02

N 642,371.20 E 1,123,891.54

N 642,380.61 E 1,123,876.08

N 642,605.28 E 1,123,925.03

E 1,124,191.61N 642,317.75

N 642,319.11 E 1,124,165.15

N 642,390.65 E 1,123,931.93

N 642,377.57 E 1,124,119.41

E 1,124,119.28N 642,385.57

N 642,408.31 E 1,124,064.14

E 1,124,058.57N 642,410.03

E 1,123,992.10

N 642,400.26 E 1,123,978.92

N 642,410.18

N 642,406.56 E 1,123,902.45

N 642,410.13 E 1,123,907.74

N 642,591.65 E 1,123,959.03

N 642,524.76 E 1,123,938.39

N 642,482.42 E 1,124,242.31

N 642,480.47 E 1,124,246.94

N 642,384.14 E 1,123,924.17

N 642,404.89 E 1,123,885.14

E 1,123,894.93N 642,436.41

N 642,516.74 E 1,123,918.91

N 642,536.81 E 1,123,925.10

E 1,124,016.59N 642,665.97

N 642,615.87 E 1,123,960.22

N 642,607.38 E 1,123,981.82

N 642,618.33 E 1,123,976.16

E 1,123,933.16N 642,631.60

E 1,123,973.33N 642,663.24

E 1,123,907.27N 642,404.00

N 642,575.88 E 1,123,984.19

N 642,569.27 E 1,123,971.68

41 N 642,493.20 E 1,124,250.69

S K

D E

7. SEE SHEET C-109 FOR SITE PLAN OPTION.

MARKING PLAN.

6. SEE SHEET C-103 FOR SIGNAGE AND PAVEMENT

THROUGH C- 112.

ONLY. OMIT IF OPTION IS AWARDED, SEE SHEET C-108

5. FEATURE TO BE CONSTRUCTED AS PART OF BASE BID

ROOT ZONE OF TREES TO REMAIN ON SITE.

SITE. DO NOT USE HEAVY EQUIPMENT INSIDE CRITICAL

4. MAINTAIN TREE PROTECTION FENCE WHILE GRADING

3. SIDEWALKS ARE 6' WIDE, UNLESS SHOWN OTHERWISE.

OTHERWISE NOTED.

2. DIMENSIONS ARE TO FACE OF CURB, UNLESS

GENERAL NOTES.

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS AND

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

S .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

BUILDING

HEADQUARTERS

BATTALION

T F P S

E T

B A

C K

35°(TYP)

(TYP)

(T Y

SIGN

BUILDING

C-503

PAVEMENT

DUMPSTER

C-504

PCC SIDEWALK

C-504

TYP

N 642,490.27

E 1,124,141.76

N 642,438.04

E 1,124,125.65

N 642,538.03

E 1,123,986.96

N 642,485.79

E 1,123,970.85

TYP

(TYP)

12.5' 29.8' 56.4'

17.2'

1.0'

6.0'

21.2'

C-505

T Y P5.

23.4' 21.0' 48.5'26.7'26.7'9.8'

30.5'

47.8'

PT #1

PT #2

PT #3

PT #4

PT #5

CELL #7

BIORETENTION

CELL #5

BIORETENTION

CELL #3

BIORETENTION

CELL #2

BIORETENTION

10.

25.0' R

50'

A-107

C-504

C-505

C-504

C-505

TYP

C-504

T Y

C-504

C-505

C-501

(TYP)

PCC SIDEWALK

CRZ SIDEWALK

CUT

CURB

CURB CUT

(TYP 5 PLACES)

BOLLARDS

REMOVEABLE

ACCESS

TRUCK

FIRE

CURB

ROLLED

(TYP)

GUTTER

PCC CURB AND

CURB

RIBBON

ADA CURB RAMP

STOP

WHEEL

PAVEMENT

PARKING LOT

(TYP)

C-504

PAVEMENT TO REMAIN

EXISTING AC

10.0'

A C

C E

S S S

T R

35.4'

ROAD

ACCESS

PT #8

PT #7

PT #6

PT #9

PT #10

PT #12

PT #13

PT #11

PT #14

PT #15

PT #16

PT #17

PT #18

PT #19

PT #21

PT #25

PT #24

PT #22

PT #23

PT #26

PT #27

PT #28

PT #29

PT #30

PT #31

PT #33

PT #32

PT #34

PT #35

PT #36

PT #38

PT #37

C-505

5.0

C-509

(SEE NOTE 5)

GRAVEL ROAD

(SEE NOTE 5)

CELL #6

BIORETENTION

C-501

BOLLARD

PERMANENT

C-501

9.8' 8.0' 8.0'

4.5'

15.8'

22.0'

38.0'

22.0'

12.0'

PT#5 TO PT#6.

LINEARLY FROM

FROM 22' TO 12'

TRANSITION

S-104

C-504

TRANSFORMER PAD

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

ENCLOSURE

DUMPSTER

20.5' 40.0' 31.0' 31.7' 50.8'

39.0' 4 .5

8.0'

3.0'

5.0'

8.0'4 .5

6.0'

8.0'

6.0'

28.6'

C-505

3.0'

STAIRS #1

STAIRS #2

STAIRS #3

C-510

PT #41

2.0'

NIC

FUTURE LSB

20.2' 1 .0

C-504

PAD

SATELLITE DISH

CONCRETE WALKWAY

R O

N T

E R

E W

A L

E W

A L

E W

A L

E W

A L

SIG

CONC.

PAD

ONE S

TORY

BUIL

DIN

(R-

81)

UTIL

ITY

PATCH

E W

A L

CELL #1

BIORETENTION

CELL #4

BIORETENTION

DPT #20

(TYP)

ROOT ZONE

CRITICAL

(TYP)

TO REMAIN

EXISTING TREE

GRAVEL PARKING

TIE INTO EXISTING

RAMP

ADA CURB

RAMP

ADA CURB

HYDRANT

EXISTING

JUNCTION

PAVEMENT

(TYP)

JUNCTION

PAVEMENT

HUT

EXISTING COM

HUT

EXISTING COM

TRENCH

INFILTRATION

10.0'

PT #39

PT #40

12.0'

1"=20' 0 20' 40' C-103

C-103

P E

E L E

P E

E L E

PAVEMENT MARKING AND SIGNAGE PLAN

N A

G E P

L A

N P

A V

E M

E N

T M

A R

G A

D E

SIGNAGE PLAN OPTION.

6. SEE SHEET C-110 FOR PAVEMENT MARKING AND

THROUGH C- 112.

ONLY. OMIT IF OPTION IS AWARDED, SEE SHEET C-108

5. FEATURE TO BE CONSTRUCTED AS PART OF BASE BID

TOTAL = 52 SPACES

EVERGREEN THEATER PARKING - 19 SPACES

ON STREET PARKING - 8 SPACES

POV PARKING - 14 SPACES

"CAR/VAN POOL" PARKING - 4 SPACES

"LOW EMISSION VEHICLE" PARKING - 4 SPACES

"RESERVED" PARKING - 3 SPACES

4. PARKINGS AREAS INCLUDE:

STRIPING SHALL BE 45 DEGREES AT 2' O.C.

PAINT, UNLESS OTHERWISE NOTED. PAINTED ISLAND

3. PAVEMENT STRIPING SHALL BE 4" NON-REFLECTIVE

OTHERWISE NOTED.

2. DIMENSIONS ARE TO FACE OF CURB, UNLESS

GENERAL NOTES.

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS AND

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

S .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

DO NOT ENTER SIGNDO NOT ENTER SIGN

BUILDING

HEADQUARTERS

BATTALION

PAVEMENT

EXISTING

RESTRIPE

PROJECT LIMITS

STOP SIGN

8.0' 22.0' 8.0'

4.0'

SIGN

SPEED LIMIT

20 MPH

4 PLACES

PARKING SIGN

"CAR/VAN POOL"

C-503

- 3 PLACES

PARKING SIGN

"RESERVED" 1

C-503

SIGN

SPEED LIMIT

20 MPH

2.0'

C-502

19 PARKING STALLS

3 ACCESSIBLE STALLS

22 PARKING STALLS,

P A

R K

G S

T A

L L S

O N S

T R

C E

S S S

T R

9.0'

.3'

T Y

STRIPING

YELLOW DASHED CENTERLINE

LANE STRIPING

WHITE PARKING

(TYP)

STALL STRIPING

WHITE PARKING

TYP

STRIPING

CROSS WALK

STRIPING

STOP BAR

STRIPING

STOP BAR

4 PLACES

PARKING SIGN

VEHICLE"

"LOW EMISSION

C-502

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

CONSTRUCTION LIMITS

8.0'

CONCRETE WALKWAY

R O

N T

E R

E W

A L

E W

A L

E W

A L

E W

A L

SIG

CONC.

PAD

ONE S

TORY

BUIL

DIN

(R-

81)

UTIL

ITY

PATCH

E W

A L

STOP SIGN STOP SIGN

(SEE NOTE 5)

LANE ROAD SIGN

STOP SIGN / ONE

(SEE NOTE 5)

LANE ROAD SIGN

STOP SIGN / ONE

C-502

1"=20' 0 20' 40'

C-104GRADING PLAN

C-104

G R

A D

G P

L A

P E

E L E

P E

E L E

S K

D E

9. SEE SHEET C-111 FOR GRADING PLAN OPTION.

WHERE WALK WAYS MEET THE BUILDING SLAB.

SHALL BE 6" BELOW FINISH FLOOR ELEVATION EXCEPT

8.FINISH GRADE ADJACENT TO THE BUILDING SLAB

EXISTING COM HUT.

7. MAINTAIN EXISTING GRADE SURROUNDING THE

FROM TOP OF CURB.

6. SPOT ELEVATIONS THAT POINT TO CURBING ARE

ON SITE.

INSIDE CRITICAL ROOT ZONE OF TREES THAT REMAIN

GRADING SITE. DO NOT USE HEAVY EQUIPMENT

5. MAINTAIN TREE PROTECTION FENCE WHILE

OTHERWISE NOTED.

TO BE FLUSH WITH FINISH GRADE, UNLESS

VAULTS, AND VALVES SHALL BE RAISED OR LOWERED

4. MANHOLE LIDS, CLEANOUTS, CATCH BASINS,

INDICATE FINISH GRADE, UNLESS OTHERWISE NOTED.

3. ELEVATIONS SHOWN FOR WORK IN THIS CONTRACT

WHERE NEW WORK MEETS EXISTING.

2. MATCH EXISTING GRADES AT GRADING LIMITS OR

ABBREVIATIONS, AND GENERAL NOTES.

1. SEE SHEET C-001 AND C-002 FOR LEGEND,

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

G .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

D D

N D

FF EL = 311.5

BUILDING

HEADQUARTERS

BATTALION

LESS THAN 5%

GRADES TO REMAIN

ACCESSIBLE ROUTE

C O

N S

T R

U C

N L

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

.8 .7

E W

A L

E W

A L

E W

A L

E W

A L

ONE S

TORY

BUIL

DIN

(R-

81)

E W

A L

311.48311.48311.48

311.48

311.48 311.48

306.50

306.62

307.00

307.15

307.21

307.25

307.27

307.35

307.38

307.44

307.47

307.49

BOT EL 308.00

307.62

307.51

307.52

307.53

307.57

307.59

307.60

307.63

307.79

307.81

307.84

307.85

307.86

307.87

307.91

307.95

307.96

307.98

308.07

308.08

308.10

308.17

308.19

308.29

308.31

308.32

BOT EL 303.50

BOT EL 304.61

308.58

308.60

BOT EL 305.43

308.70 308.70

310.20

310.32

308.77

308.99

TOP EL 309.50

309.03

309.33

309.51

309.62

309.63

311.17

310.20

310.32

309.68

309.75

309.81

309.89

310.00

TOP EL 305.00

TOP EL 306.11

310.05

310.09

310.10

TOP EL 306.93

310.17

310.24

310.25

310.29

310.33

310.37

310.47

310.48

310.49

BOT EL 304.92

310.54

310.48

310.60

310.68

310.74

310.75

310.77

310.79

SPA

310.83

310.86

310.87

310.89

310.90

310.91

310.95

SPA

310.98

310.78

311.00

311.03

311.07

SPA

311.10 311.10

311.10

311.15

311.16

311.17

311.17 311.17

311.18

311.26

311.26 311.26

311.26

311.36

311.46

311.00

311.48

311.00

311.82

311.74

311.80

311.90

311.95

TOP EL 306.42

312.00

312.19

312.39

312.47 312.99

CONSTRUCTION LIMITS

313.00

BOT EL 309.00

BOT EL 307.73

TOP EL 310.50

TOP EL 309.23

TOP EL 311.90

SEE NOTE 7

APPROX. FF EL = 312.00

EXISTING COM HUT

1"=20' 0 20' 40' C-105C-105

UTILITY PLAN

M A

T C

H L

E S

E E S

H E

E T C -1

MATCHLINE SEE SHEET C-106

P E

E L E

P E

E L E

U T

Y P

L A

S K

D E

WORK BEING DONE.

FENCE WITH AIR FIELD MANAGER IN ADVANCE OF

PROXIMITY TO AND WITHIN AIR FIELD PERIMETER

13. CONTRACTOR WILL COORDINATE WORK IN CLOSE

C- 508 FOR THRUST BLOCK SIZING.

12. THRUST BLOCKING NOT SHOWN. SEE

WATER LINE DEPTH OF COVER.

11. SEEP SPEC SECTION 31 00 00 EARTHWORK FOR

NON-METALIC LINES AND INSTALL MARKING TAPE.

10. PROVIDE TRACER WIRE DIRECTLY ABOVE

DISRUPTION OF SERVICE.

PERMISSION FROM THE COR PRIOR TO ANY

9. CONTRACTOR MUST COORDINATE AND GET

CONSTRUCTION.

UTILITY POINT OF CONNECTIONS PRIOR TO START OF

8. CONTRACTOR SHALL POTHOLE AND LOCATE ALL

DIRECTION AND AT THE CONTRACTOR'S EXPENSE.

IMMEDIATELY, UNDER THE UITLITY OWNER'S

THAT ARE DAMAGED SHALL BE REPAIRED

BE PERFORMED BY HAND. EXISTING UTILITY LINES

7. EXCAVATION NEAR EXISTING UTILITY LINES SHALL

EXISTING COMMUNICATION AND FIBER OPTIC LINES.

THE SITE. TAKE ALL PRECAUTIONS TO PROTECT

EXISTING FIBER OPTIC LINES PRIOR TO MOBILIZING ON

SHOWN ON THE DRAWINGS. VERIFY LOCATIONS OF

6. FIBER OPTIC LINES MAY BE PRESENT, EVEN IF NOT

PRIOR TO STARTING CONSTRUCTION.

ASSOCIATED WITH THE WORK TO BE PERFOMRED

EXISTING UTILITIES WITHIN THE WORK AREA

5. POTHOLE AND VERIFY LOCATION AND DEPTH OF

CONNECTING TO AN EXISTING LINE.

SHALL ADJUST LOCATION AS NECESSARY WHERE

SHOWN AT CENTER OF MANHOLES. CONTRACTOR

4. NORTHING AND EASTINGS FOR MANHOLES ARE

3. SEE SHEET C-301 FOR STANITARY SEWER PROFILE.

2. SEE SHEET C-107 FOR STORM DRAINAGE PLAN.

NOTES.

C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL

1. SEE SHEET C-001 AND

UTILITY NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

U .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

LINE CONNECTION LOCATION

CONTRACTOR TO VERIFY WATER

FF EL = 311.5

BUILDING

HEADQUARTERS

BATTALION

E 1,123,962.04 N 642,570.60

VALVE

POST INICATOR

E 1,124,312.94 N 642,488.41

SSMH #1

C-508

C-507

C-508

C-507

C-508

C-504

FLOW

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

EXISTING 10" WATER MAIN

C-507

8" PVC

8"PVC

1 1/2" HDPE

3" PVC

6" PVC

1 1/2" HDPE

6"PVC

6" PVC6" PVC

8" PVC

6" PVC

SEE NOTE 12

AIRFIELD PERIMETER FENCE

E 1,123,968.79 N 642,819.70

(1) 8" - 22.5° BEND

E 1,123,945.11 N 642,577.92 W/ T.B.

(1) 8"- 11.25 BEND

(1) 8"- 22.5° BEND

(1) 8" - 45° BEND

E 1,123,949.25 N 642,576.64

(1) 8" GATE VALVE

E 1,123,953.39 N 642,570.14 W/ T.B.

(1) 8"X8"X6" TEE

(1) 6"X6" GATE VALVE

(1) HYDRANT ASSEMBLY (TYP)

E 1,123,961.14 N 642,572.97

(1) 8"X8"X6" TEE

E 1,124,092.68 N 642,532.39 W/ T.B.

(1) 3" GATE VALVE

(1) 4"X3" REDUCER

(1) 8"X8"X4" TEE

E 1,124,068.12 N 642,524.50

CONNECTION

GAS LINE BUILDING

E 1,124,071.52 N 642,523.45

CONNECTION

SEWER LINE BUILDING

E 1,124,084.29 N 642,519.52

BUILDING CONNNECTION

FIRE DEPARTMENT

E 1,124,086.19 N 642,518.93

CONNECTION

FIRE WATER BUILDING

E 1,124,088.32 N 642.518.27

BUILDING CONNECTION

DOMESTIC WATER

7' C

B W

TOP

GRAVELED

PARKIN

AREA

P-

C-

R O

N T

E R

E W

A L

E W

A L

E W

A L

CONC.

PAD

ONE S

TORY

BUIL

DIN

(R-

81)

UTIL

ITY

PATCH

S-

D-

E W

A L

M M

U/G COMM

M M

G C

T TTTT6 T T7

T T

E 1,123,958.20 N 642,567.60

CONNECTION

FIRE DEPARTMENT

E 1,123,960.55 N 642,571.06

(1) 6" - 90° BEND

E 1,124,086.87 N 642,527.90

(1) 6" - 90° BEND

E 1,124,089.95 N 642,531.14

(1) 6" - 90° BEND

(TYP)

UTILITY TRENCH

E 1,123,967.62 N 642,827.24 W/ T.B.

(1) 8" GATE VALVE

(1) 8"X8"X8" TAPPING TEE

E 1,124,261.55 N 642,480.29 W/ T.B.

(1) 8" GATE VALVE

(1) 10"X10"X8" TAPPING TEE

C-508

E 1,124,082.98 N 642,559.36

SSMH #2

E 1,124,071.81 N 642,524.41

CLEAN OUT #1

E 1,123,970.42 N 642,564.36

DRY WELL

P E4

TX1

TX2

1"=20' 0 20' 40'

C-106

U T

Y P

L A

1"=20' 0 20' 40'C-106

UTILITY PLAN 1

UTILITY PLAN 2

P E

E L E

P E

E L E

S K

D E

CONNECTING AT 2ND DIVISON DRIVE AND LIBBY AVE.

EXACT ROUTING AND SIZING OF NATUAL GAS LINES

11. CONTRACTOR SHALL COORDINATE WITH PSE FOR

ZONE. VERTICAL CONTROL BASED ON NGVD '29.

ON WASHINGTON COORD. SYSTEM, NAD 83/91, S.

SURVEY FROM 1995. HORIZONTAL CONTROL BASED

COMPILED FROM AERIAL PHOTOGRAPHY AND FIELD

PN78196 BNHQ/TEMF LEGACY MAPPING. MAP

10. SUPPLEMENTAL SURVEY DATA USED FROM

NON-METALIC LINES AND INSTALL MARKING TAPE.

9. PROVIDE TRACER WIRE DIRECTLY ABOVE

DISRUPTION OF SERVICE.

PERMISSION FROM THE COR PRIOR TO ANY

8. CONTRACTOR MUST COORDINATE AND GET

CONSTRUCTION.

UTILITY POINT OF CONNECTIONS PRIOR TO START OF

7. CONTRACTOR SHALL POTHOLE AND LOCATE ALL

DIRECTION AND AT THE CONTRACTOR'S EXPENSE.

IMMEDIATELY, UNDER THE UITLITY OWNER'S

THAT ARE DAMAGED SHALL BE REPAIRED

BE PERFORMED BY HAND. EXISTING UTILITY LINES

6. EXCAVATION NEAR EXISTING UTILITY LINES SHALL

EXISTING COMMUNICATION AND FIBER OPTIC LINES.

THE SITE. TAKE ALL PRECAUTIONS TO PROTECT

EXISTING FIBER OPTIC LINES PRIOR TO MOBILIZING ON

SHOWN ON THE DRAWINGS. VERIFY LOCATIONS OF

5. FIBER OPTIC LINES MAY BE PRESENT, EVEN IF NOT

PRIOR TO STARTING CONSTRUCTION.

ASSOCIATED WITH THE WORK TO BE PERFOMRED

EXISTING UTILITIES WITHIN THE WORK AREA

4. POTHOLE AND VERIFY LOCATION AND DEPTH OF

CONNECTING TO AN EXISTING LINE.

SHALL ADJUST LOCATION AS NECESSARY WHERE

SHOWN AT CENTER OF MANHOLES. CONTRACTOR

3. NORTHING AND EASTINGS FOR MANHOLES ARE

2. SEE SHEET C-107 FOR STORM DRAINAGE PLAN.

AND GENERAL NOTES.

1. SEE SHEET C-001 FOR LEGEND, ABBREVIATIONS,

UTILITY NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E

W A

S H

G T

O N

S E

A T

T L E D

T R

SEATTLE DISTRICT

OFSHEET

P L

O T D

A T

P L

O T T

/5 /2

D A

T E A

N D T

E P

L O

T T

E D

/5 /2

D E

N F

E I:

E C

D e s ig n s \F

Y P

B N

H Q \0

E S

N \B

A D \C

B N

H Q

C -1

U .d g n s /1

-8

-0

J O

T B

A S

E L

E W

C C

H O

R D

W A

S H

G T

O N

F Y A

N U

H A

S E

B A

T T

A L

N H

E A

D Q

U A

R T

E R

S P

W A

N G x

D W -1

-B -0

C T

O B

E R

2nd DIVISION DRIVE

M A

T C

H L

E S

E E S

H E

E T C -1

M A

T C

H L

E S

E E U

Y P

L A

2" HDPE

SSMH #1

CONSTRUCTION LIMITS

S0+00

0+50

B N . H

36" 36"

10" 10"

S T

2nd DIVISION DRIVE

M A

T C

H L

E S

E E U

Y P

L A

E 1,124,510.58 N 643,040.43

GAS MAIN

CONNECT TO EXISTING

2" HDPE

B Y A

V E

CONSTRUCTION LIMITS

T T

B N . H

S T

36"

10"

S T

U/G-E

U /G

- P

1"=20' 0 20' 40' C-107

S T

O R

M D

R A

A G

E P

L A

STORM DRAINAGE PLAN

C-107

P E

E…

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File details come from the government source that posted it. Updated Nov 14, 2017.