140R4025R0023_Attachment_2_1_-_00_00_02_Dwgs-B_001-100_22x34_09-24-2025.pdf

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CLAIRE GEMPERLINE

BRANDON BOWMAN

BRANDON BOWMAN, P.E.

LAN NGUYEN, P.E.

Peer Reviewer - PLANT STRUCTURES GROUP

Denver, CO 2025-04-09

DRAWING INDEX

SHEET 1 OF 3

1695-D-62028

GENERAL

PLATE SHEET CONTENT DETAIL

1 1695-D-62028 DRAWING INDEX SHEET 1 OF 3

2 1695-D-62029 DRAWING INDEX SHEET 2 OF 3

3 1695-D-62030 DRAWING INDEX SHEET 3 OF 3

4 1695-D-60222 GENERAL MAP PLAN

5 1695-D-60448 VICINITY MAP PLAN

SITE CIVIL

PLATE SHEET CONTENT DETAIL

6 1695-D-62032 EXISTING CONDITIONS & DEMOLITION PLAN PLAN

7 1695-D-62033 CONTRACTOR USE AREA PLAN PLAN

8 1695-D-62034 PUMPING PLANT EXCAVATION PLAN PLAN

9 1695-D-62035 OVERALL SITE PLAN PLAN

10 1695-D-62036 DETAILED SITE PLAN PLAN

11 1695-D-62037 OVERALL GRADING PLAN PLAN

12 1695-D-62038 DETAILED GRADING PLAN PLAN

13 1695-D-62039 GRAVEL SURFACING LAYOUT PLAN

14 1695-D-62040 OVERALL UTILITY PLAN PLAN

15 1695-D-62041 SITE DETAILS DETAILS

CIVIL STRUCTURES

PLATE SHEET CONTENT DETAIL

19 1695-D-62048 EXISTING RIVER INTAKE STRUCTURE LAYOUT PLAN

20 1695-D-62049 RIVER INTAKE STRUCTURE LAYOUT PLAN

21 1695-D-62050 RIVER INTAKE STRUCTURE LAYOUT ISOMETRIC

22 1695-D-62051 RIVER INTAKE EXCAVATION GENERAL PLAN

23 1695-D-62052 RIVER INTAKE EXCAVATION GRADING CONTROL POINT PLAN

24 1695-D-62053 INTAKE CHANNEL EXCAVATION PLAN AND SECTION

25 1695-D-62054 SETTLING CHANNEL EXCAVATION PLAN AND SECTIONS

26 1695-D-62055 PUMPING PLANT FOREBAY EXCAVATION PLAN AND SECTIONS

27 1695-D-62056 OUTLET CHANNEL EXCAVATION PLAN AND SECTIONS

28 1695-D-62058 RIVER INTAKE DEMOLITION GENERAL ARRANGEMENT ISOMETRIC

29 1695-D-62059 RIVER INTAKE DEMOLITION GENERAL ARRANGEMENT PARTIAL ISOMETRICS

30 1695-D-62060 RIVER INTAKE DEMOLITION GENERAL ARRANGEMENT PARTIAL ISOMETRICS

31 1695-D-62061 RIVER INTAKE DEMOLITION OUTLINE PLAN, KEY, AND GENERAL NOTES

32 1695-D-62062 INTAKE CHANNEL DEMOLITION OUTLINE PARTIAL PLAN AND DETAIL

33 1695-D-62063 INTAKE CHANNEL DEMOLITION OUTLINE DETAIL AND SECTIONS

34 1695-D-62064 SETTLING CHANNEL DEMOLITION OUTLINE PARTIAL PLAN AND DETAIL

35 1695-D-62065 SETTLING CHANNEL DEMOLITION OUTLINE DETAILS AND SECTIONS

36 1695-D-62066 SETTLING CHANNEL DEMOLITION OUTLINE SECTIONS

37 1695-D-62067 SETTLING CHANNEL DEMOLITION OUTLINE DETAIL AND SECTIONS

38 1695-D-62068 OUTLET CHANNEL DEMOLITION OUTLINE PARTIAL PLAN

39 1695-D-62069 OUTLET CHANNEL DEMOLITION OUTLINE DETAIL

40 1695-D-62070 OUTLET CHANNEL DEMOLITION OUTLINE DETAIL

41 1695-D-62071 OUTLET CHANNEL DEMOLITION OUTLINE SECTIONS

42 1695-D-62072 OUTLET CHANNEL DEMOLITION OUTLINE SECTIONS

43 1695-D-62073 OUTLET CHANNEL DEMOLITION OUTLINE SECTIONS

44 1695-D-62074 CONTROL STRUCTURE DEMOLITION OUTLINE DETAILS AND SECTIONS

45 1695-D-62075 OUTLET CHANNEL DEMOLITION OUTLINE DETAIL

46 1695-D-62076 OUTLET CHANNEL DEMOLITION OUTLINE SECTIONS

47 1695-D-62077 OUTLET CHANNEL DEMOLITION OUTLINE DETAIL AND SECTIONS

48 1695-D-62078 OUTLET CHANNEL DEMOLITION OUTINE DETAIL AND SECTIONS

49 1695-D-62079 OUTLET CHANNEL DEMOLITION OUTLINE DETAIL AND SECTION

50 1695-D-62080 RIVER INTAKE LEAN CONCRETE OUTLINE PLAN AND SECTION

51 1695-D-62081 RIVER INTAKE LEAN CONCRETE OUTLINE SECTIONS

52 1695-D-62082 RIVER INTAKE LEAN CONCRETE REINFORCEMENT OUTLINE PLAN

53 1695-D-62083 RIVER INTAKE LEAN CONCRETE REINFORCEMENT OUTLINE SECTIONS

54 1695-D-62084 RIVER INTAKE LEAN CONCRETE REINFORCEMENT OUTLINE SECTIONS

55 1695-D-62085 RIVER INTAKE CONCRETE OUTLINE DETAILS AND SECTION

56 1695-D-62086 RIVER INTAKE CONCRETE OUTLINE DETAILS

57 1695-D-62087 RIVER INTAKE CONCRETE OUTLINE PLAN

58 1695-D-62088 INTAKE CHANNEL CONCRETE OUTLINE PLAN AND ISOMETRIC

59 1695-D-62089 INTAKE CHANNEL CONCRETE OUTLINE DETAILS

60 1695-D-62090 INTAKE CHANNEL CONCRETE OUTLINE SECTIONS

61 1695-D-62091 INTAKE CHANNEL REINFORCEMENT OUTLINE DETAILS AND SECTION

62 1695-D-62092 INTAKE CHANNEL REINFORCEMENT OUTLINE SECTIONS AND DETAIL

63 1695-D-62094 SETTLING CHANNEL AND ACCESS RAMP CONCRETE OUTLINE ISOMETRIC

64 1695-D-62095 SETTLING CHANNEL AND ACCESS RAMP CONCRETE OUTLINE PARTIAL PLAN

65 1695-D-62096 SETTLING CHANNEL AND ACCESS RAMP CONCRETE OUTLINE SECTIONS

66 1695-D-62097 SETTLING CHANNEL AND ACCESS RAMP CONCRETE OUTLINE SECTIONS

67 1695-D-62098 SETTLING CHANNEL UNDERDRAIN SYSTEM PARTIAL PLAN

GEOTECHNICAL

PLATE SHEET CONTENT DETAIL

17 1695-D-62044 CEMENT-BENTONITE (C-B) SLURRY CUTOFF WALL PLAN

18 1695-D-62045 CEMENT-BENTONITE (C-B) SLURRY CUTOFF WALL SECTIONS AND DETAILS

CIVIL PIPELINE

PLATE SHEET CONTENT DETAIL

16 1695-D-62043 NEW CONNECTION BETWEEN PP AND EXISTING 42" PIPE PLAN AND PROFILE

ARCHITECTURAL

PLATE SHEET CONTENT DETAIL

126 1695-D-62138 PUMPING PLANT ARCHITECTURAL GENERAL NOTES, CODE ANALYSIS

127 1695-D-62139 PUMPING PLANT ARCHITECTURAL PLAN

128 1695-D-62140 PUMPING PLANT ARCHITECTURAL ROOF PLAN

129 1695-D-62141 PUMPING PLANT ARCHITECTURAL EXTERIOR ELEVATIONS

130 1695-D-62142 PUMPING PLANT ARCHITECTURAL EXTERIOR ELEVATIONS

131 1695-D-62143 PUMPING PLANT ARCHITECTURAL BUILDING SECTIONS

132 1695-D-62144 PUMPING PLANT ARCHITECTURAL BUILDING SECTIONS

133 1695-D-62145 PUMPING PLANT ARCHITECTURAL WALL SECTIONS

134 1695-D-62146 PUMPING PLANT ARCHITECTURAL WALL SECTIONS

135 1695-D-62147 PUMPING PLANT ARCHITECTURAL CMU COURSING DETAILS

136 1695-D-62148 PUMPING PLANT ARCHITECTURAL DETAILS

137 1695-D-62149 PUMPING PLANT ARCHITECTURAL DOOR SCHEDULES AND DETAILS

138 1695-D-62150 PUMPING PLANT ARCHITECTURAL WINDOW SCHEDULES AND DETAILS

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68 1695-D-62099 SETTLING CHANNEL UNDERDRAIN SYSTEM DETAIL

69 1695-D-62100 SETTLING CHANNEL AND ACCESS RAMP REINFORCEMENT OUTLINE PARTIAL PLAN

70 1695-D-62101 SETTLING CHANNEL AND ACCESS RAMP REINFORCEMENT OUTLINE DETAILS

71 1695-D-62102 SETTLING CHANNEL AND ACCESS RAMP REINFORCEMENT OUTLINE SECTIONS

72 1695-D-62103 SETTLING CHANNEL AND ACCESS RAMP REINFORCEMENT OUTLINE DETAIL AND SECTIONS

73 1695-D-62104 SETTLING CHANNEL AND ACCESS RAMP REINFORCEMENT OUTLINE SECTIONS

74 1695-D-62105 PUMPING PLANT FOREBAY CONCRETE OUTLINE ISOMETRIC

75 1695-D-62106 PUMPING PLANT FOREBAY CONCRETE OUTLINE PARTIAL PLAN

76 1695-D-62107 PUMPING PLANT FOREBAY CONCRETE OUTLINE DETAIL AND SECTIONS

77 1695-D-62108 PUMPING PLANT FOREBAY CONCRETE OUTLINE SECTIONS

78 1695-D-62109 PUMPING PLANT FOREBAY CONCRETE OUTLINE SECTIONS

79 1695-D-62110 PUMPING PLANT FOREBAY CONCRETE OUTLINE SECTIONS

80 1695-D-62111 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE PARTIAL PLAN

81 1695-D-62112 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE DETAIL

82 1695-D-62113 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE DETAIL

83 1695-D-62114 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE DETAIL AND SECTIONS

84 1695-D-62115 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE SECTIONS

85 1695-D-62116 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE SECTIONS

86 1695-D-62117 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE SECTIONS

87 1695-D-62118 PUMPING PLANT FOREBAY REINFORCEMENT OUTLINE SECTIONS

88 1695-D-62119 OUTLET CHANNEL CONCRETE OUTLINE ISOMETRIC

89 1695-D-62120 OUTLET CHANNEL CONCRETE OUTLINE PARTIAL PLAN

90 1695-D-62121 OUTLET CHANNEL CONCRETE OUTLINE DETAILS

91 1695-D-62122 OUTLET CHANNEL CONCRETE OUTLINE DETAILS

92 1695-D-62123 OUTLET CHANNEL CONCRETE OUTLINE DETAILS

93 1695-D-62124 OUTLET CHANNEL CONCRETE OUTLINE DETAIL

94 1695-D-62125 OUTLET CHANNEL CONCRETE OUTLINE DETAILS

95 1695-D-62126 OUTLET CHANNEL CONCRETE OUTLINE DETAIL AND SECTION

96 1695-D-62127 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

97 1695-D-62128 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

98 1695-D-62129 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

99 1695-D-62130 OUTLET CHANNEL CONCRETE OUTLINE SECTION

100 1695-D-62131 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

101 1695-D-62132 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

102 1695-D-62133 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

103 1695-D-62134 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS AND DETAIL

104 1695-D-62135 OUTLET CHANNEL CONCRETE OUTLINE SECTIONS

105 1695-D-62136 OUTLET CHANNEL CONCRETE OULTINE SECTIONS

106 1695-D-62137 OUTLET CHANNEL REINFORCEMENT PARTIAL PLAN

107 1695-D-62396 OUTLET CHANNEL REINFORCEMENT DETAIL

108 1695-D-62397 OUTLET CHANNEL REINFORCEMENT DETAIL

109 1695-D-62398 OUTLET CHANNEL REINFORCEMENT DETAIL

110 1695-D-62399 OUTLET CHANNEL REINFORCEMENT DETAIL AND SECTION

111 1695-D-62400 OUTLET CHANNEL REINFORCEMENT DETAILS

112 1695-D-62401 OUTLET CHANNEL REINFORCEMENT DETAIL

113 1695-D-62402 OUTLET CHANNEL REINFORCEMENT SECTIONS

114 1695-D-62403 OUTLET CHANNEL REINFORCEMENT SECTIONS

115 1695-D-62404 OUTLET CHANNEL REINFORCEMENT SECTIONS

116 1695-D-62405 OUTLET CHANNEL REINFORCEMENT SECTIONS

117 1695-D-62406 OUTLET CHANNEL REINFORCEMENT SECTIONS AND DETAILS

118 1695-D-62407 OUTLET CHANNEL REINFORCEMENT SECTIONS

119 1695-D-62408 OUTLET CHANNEL REINFORCEMENT SECTIONS AND DETAIL

120 1695-D-62409 OUTLET CHANNEL REINFORCEMENT SECTIONS

121 1695-D-62410 OUTLET CHANNEL REINFORCEMENT DETAIL

122 1695-D-62411 OUTLET CHANNEL REINFORCEMENT DETAILS

123 1695-D-62412 FISH BARRIER WEIR PLATES SECTION, ELEVATION, AND DETAILS

124 1695-D-62413 OVERFLOW WEIR PLATES SECTION , ELEVATIONS, AND DETAILS

125 1695-D-62414 SAFETY CABLE SECTION AND DETAILS

1695-529-60222

1695-529-60448

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CLAIRE GEMPERLINE

BRANDON BOWMAN

BRANDON BOWMAN, P.E.

LAN NGUYEN, P.E.

Peer Reviewer - PLANT STRUCTURES GROUP

Denver, CO 2025-04-09

DRAWING INDEX

SHEET 2 OF 3

1695-D-62029

STRUCTURAL

PLATE SHEET CONTENT DETAIL

139 1695-D-62154 STRUCTURAL DESIGN DATA GENERAL

140 1695-D-62155 STRUCTURAL DESIGN DATA LOADS

141 1695-D-62156 STRUCTURAL GENERAL NOTES GENERAL

142 1695-D-62157 ABBREV. & SYMBOLS GENERAL

143 1695-D-62158 SPECIAL INSPECTIONS SHEET 1 OF 2

144 1695-D-62159 SPECIAL INSPECTIONS SHEET 2 OF 2

145 1695-D-62160 PUMPING PLANT GENERAL ARRANGEMENT ISOMETRIC VIEW

146 1695-D-62161 PUMPING PLANT GENERAL ARRANGEMENT PLAN

147 1695-D-62162 PUMPING PLANT GENERAL ARRANGEMENT PLAN

148 1695-D-62163 PUMPING PLANT GENERAL ARRANGEMENT SECTIONS

149 1695-D-62164 PUMPING PLANT GENERAL ARRANGEMENT SECTIONS

150 1695-D-62167 PUMPING PLANT CONCRETE OUTLINE ISOMETRIC VIEWS

151 1695-D-62168 PUMPING PLANT CONCRETE OUTLINE PLAN

152 1695-D-62169 PUMPING PLANT CONCRETE OUTLINE PLAN

153 1695-D-62170 PUMPING PLANT CONCRETE OUTLINE PLAN

154 1695-D-62171 PUMPING PLANT CONCRETE OUTLINE PLAN

155 1695-D-62172 PUMPING PLANT CONCRETE OUTLINE SECTIONS

156 1695-D-62173 PUMPING PLANT CONCRETE OUTLINE SECTIONS

157 1695-D-62174 PUMPING PLANT CONCRETE OUTLINE SECTIONS

158 1695-D-62175 PUMPING PLANT CONCRETE OUTLINE SECTIONS AND DETAILS

159 1695-D-62176 PUMPING PLANT CONCRETE OUTLINE DETAILS

160 1695-D-62178 PUMPING PLANT REINFORCEMENT DESIGN PLAN

161 1695-D-62179 PUMPING PLANT REINFORCEMENT DESIGN PLAN

162 1695-D-62180 PUMPING PLANT REINFORCEMENT DESIGN SECTIONS

163 1695-D-62181 PUMPING PLANT REINFORCEMENT DESIGN SECTIONS

164 1695-D-62182 PUMPING PLANT REINFORCEMENT DESIGN SECTIONS

165 1695-D-62183 PUMPING PLANT REINFORCEMENT DESIGN SECTIONS

166 1695-D-62184 PUMPING PLANT REINFORCEMENT DESIGN DETAILS

167 1695-D-62185 PUMPING PLANT REINFORCEMENT DESIGN DETAILS

168 1695-D-62186 PUMPING PLANT REINFORCEMENT DESIGN DETAILS

169 1695-D-62187 PUMPING PLANT REINFORCEMENT DESIGN DETAILS

170 1695-D-62188 PUMPING PLANT REINFORCEMENT DESIGN DETAILS

171 1695-D-62189 PUMPING PLANT CONCRETE OUTLINE PLAN AND SECTIONS

172 1695-D-62190 PUMPING PLANT REINFORCEMENT DESIGN PLAN AND SECTIONS

173 1695-D-62191 PUMPING PLANT REINFORCEMENT DESIGN PLAN AND SECTIONS

174 1695-D-62192 PUMPING PLANT MASONRY DESIGN TYPICAL DETAILS

175 1695-D-62193 PUMPING PLANT MASONRY DESIGN PLAN

176 1695-D-62194 PUMPING PLANT MASONRY DESIGN ELEVATIONS

177 1695-D-62195 PUMPING PLANT MASONRY DESIGN ELEVATIONS

178 1695-D-62196 PUMPING PLANT MASONRY DESIGN ENGINE-GENERATOR SET AND SWITCHGEAR ENCLOSURE

179 1695-D-62197 PUMPING PLANT MASONRY DESIGN ENGINE-GENERATOR SET AND SWITCHGEAR ENCLOSURE

180 1695-D-62198 PUMPING PLANT MASONRY HVAC EQUIPMENT FOUNDATION AND ENCLOSURE

181 1695-D-62199 MISCELLANEOUS METALWORK DEMOLITION PLAN

182 1695-D-62200 MISCELLANEOUS METALWORK KEY SITE PLAN PLAN AND ISOMETRIC

183 1695-D-62201 MISCELLANEOUS METALWORK AREA A PLAN AND ISOMETRIC

184 1695-D-62202 MISCELLANEOUS METALWORK AREA B PLAN AND ISOMETRIC

185 1695-D-62203 MISCELLANEOUS METALWORK AREA C PLAN AND ISOMETRIC

186 1695-D-62204 MISCELLANEOUS METALWORK AREA D PLAN AND ISOMETRIC

187 1695-D-62205 MISCELLANEOUS METALWORK AREA E PLAN AND ISOMETRIC

188 1695-D-62206 MISCELLANEOUS METALWORK PLAN AND SECTIONS

189 1695-D-62207 MISCELLANEOUS METALWORK DETAILS

190 1695-D-62208 MISCELLANEOUS METALWORK DETAILS

191 1695-D-62209 MISCELLANEOUS METALWORK SECTIONS AND DETAILS

192 1695-D-62210 MISCELLANEOUS METALWORK DEMOLITION PARTAIL PLAN AND SECTION

193 1695-D-62211 MISCELLANEOUS METALWORK DETAILS

194 1695-D-62212 MISCELLANEOUS METALWORK DETAILS

195 1695-D-62213 MISCELLANEOUS METALWORK SECTIONS AND DETAILS

196 1695-D-62214 MISCELLANEOUS METALWORK DETAILS

197 1695-D-62215 MISCELLANEOUS METALWORK PARTIAL PLANS

198 1695-D-62216 MISCELLANEOUS METALWORK PLAN, SECTIONS AND DETAILS

199 1695-D-62217 MISCELLANEOUS METALWORK PIPE GUARDRAIL - TYPICAL DETAILS AND SECTIONS

200 1695-D-62218 MISCELLANEOUS METALWORK ELEVATION AND DETAILS

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MECHANICAL - CRANES

PLATE SHEET CONTENT DETAIL

214 1695-D-62292 SUMP DAVIT CRANE PLAN & ELEVATION

215 1695-D-62293 5 TON INTAKE BULKHEAD MONORAIL CRANE PLAN - SECTION

MECHANICAL HEATING VENTILATION AND AIR CONDITIONING

PLATE SHEET CONTENT DETAIL

216 1695-D-62234 MECHANICAL HVAC COVER SHEET

217 1695-D-62235 MECHANICAL PUMPING PLANT HVAC FLOOR PLAN

218 1695-D-62236 MECHANICAL PUMPING PLANT HVAC SECTIONS

219 1695-D-62237 MECHANICAL PUMPING PLANT HVAC DETAILS

220 1695-D-62238 MECHANICAL PUMPING PLANT HVAC SCHEDULES

221 1695-D-62239 MECHANICAL PUMPING PLANT HVAC CONTROLS

ELECTRICAL

PLATE SHEET CONTENT DETAIL

225 1695-D-62243 ELECTRICAL INSTALLATION SYMBOLS AND DESIGNATIONS

226 1695-D-62244 ELECTRICAL INSTALLATION SINGLE LINE DIAGRAM

227 1695-D-62245 ELECTRICAL INSTALLATION AIR CHAMBER CONTROLS SCHEMATIC DIAGRAM

228 1695-D-62246 ELECTRICAL INSTALLATION UNIT CONTROLS SCHEMATIC DIAGRAM

229 1695-D-62247 ELECTRICAL INSTALLATION ELECTRICAL PLAN - SITE

230 1695-D-62248 ELECTRICAL INSTALLATION GROUNDING PLAN - SITE

231 1695-D-62249 ELECTRICAL INSTALLATION GROUNDING PLAN - PUMPING PLANT BUILDING

232 1695-D-62250 ELECTRICAL INSTALLATION GROUNDING PLAN - GATE STRUCTURES

233 1695-D-62251 ELECTRICAL INSTALLATION CABLE TRAY PLAN - MEDIUM VOLTAGE

234 1695-D-62252 ELECTRICAL INSTALLATION CABLE TRAY PLAN - STATION SERVICE

235 1695-D-62253 ELECTRICAL INSTALLATION CABLE TRAY PLAN - INSTRUMENTATION

236 1695-D-62254 ELECTRICAL INSTALLATION CABLE TRAY SECTIONS

237 1695-D-62255 ELECTRICAL INSTALLATION CABLE TRAY SCHEDULE

238 1695-D-62256 ELECTRICAL INSTALLATION CONDUIT PLAN - SITE

239 1695-D-62257 ELECTRICAL INSTALLATION CONDUIT PLAN - PUMPING PLANT BUILDING

240 1695-D-62258 ELECTRICAL INSTALLATION CONDUIT PLAN - FISH BARRIER WEIR

241 1695-D-62259 ELECTRICAL INSTALLATION CONDUIT PLAN - INTAKE CHANNEL

242 1695-D-62260 ELECTRICAL INSTALLATION CONDUIT PLAN - RETURN CHANNEL

243 1695-D-62299 ELECTRICAL INSTALLATION LIGHTING CONTROL SCHEMATIC

244 1695-D-62300 ELECTRICAL INSTALLATION LIGHTING PLAN - PUMPING PLANT

245 1695-D-62301 ELECTRICAL INSTALLATION WIRING DEVICE PLAN

246 1695-D-62302 ELECTRICAL INSTALLATION SWITCHBOARD SCHEDULES

247 1695-D-62303 ELECTRICAL INSTALLATION PANELBOARD AND LIGHTING PANEL SCHEDULES

248 1695-D-62304 ELECTRICAL INSTALLATION PANELBOARD AND LIGHTING PANEL SCHEDULES

249 1695-D-62305 ELECTRICAL INSTALLATION CABLE AND CONDUIT SCHEDULE

250 1695-D-62306 ELECTRICAL INSTALLATION CABLE AND CONDUIT SCHEDULE

PIPING & INSTRUMENTATION

PLATE SHEET CONTENT DETAIL

251 1695-D-62261 PIPING & INSTRUMENTATION DIAGRAM PUMPING PLANT SYMBOLS & ABBREVIATIONS

252 1695-D-62262 PIPING & INSTRUMENTATION DIAGRAM PUMPING PLANT SYMBOLS & ABBREVIATIONS

253 1695-D-62263 PIPING & INSTRUMENTATION DIAGRAM RIVER INTAKE AND SLUICING CHANNELS

254 1695-D-62264 PIPING & INSTRUMENTATION DIAGRAM RIVER SLUICING AND RETURN CHANNELS

255 1695-D-62265 PIPING & INSTRUMENTATION DIAGRAM PUMPING PLANT SYMBOLS AND ABBREVIATIONS

256 1695-D-62266 PIPING & INSTRUMENTATION DIAGRAM PUMPING PLANT SUMP

257 1695-D-62267 PIPING & INSTRUMENTATION DIAGRAM RIVER PUMPING PLANT UNIT 1 AND UNIT 2

258 1695-D-62268 PIPING & INSTRUMENTATION DIAGRAM RIVER PUMPING PLANT UNIT 3 AND UNIT 4

259 1695-D-62269 PIPING & INSTRUMENTATION DIAGRAM REACH 1 RIVER PUMPING PLANT UNIT 5 AND DISCHARGE HEADER

260 1695-D-62270 PIPING & INSTRUMENTATION DIAGRAM REACH 1 RIVER PUMPING PLANT AIR CHAMBERS

PLUMBING

PLATE SHEET CONTENT DETAIL

222 1695-D-62240 PUMPING PLANT PLUMBING PUMPING PLANT DRAINAGE FLOOR PLAN

223 1695-D-62241 PUMPING PLANT PLUMBING PUMPING PLANT DRAINAGE SCHEDULES & DETAILS

224 1695-D-62242 PUMPING PLANT PLUMBING SITE PLUMBING DISTRIBUTION PLAN

MECHANICAL - TRASH RACKS, TRASH RAKE, BULKHEADS

PLATE SHEET CONTENT DETAIL

212 1695-D-62230 PUMPING PLANT ANGLED TRASHRACK INSTALLATION - LIST OF PARTS - SECTION - DETAILS

213 1695-D-62231 PUMPING PLANT ANGLED TRASHRACK PARTS - SECTION - DETAILS

213.1 1695-D-62418 PUMPING PLANT TRASH RAKE PLAN

213.2 1695-D-62419 PUMPING PLANT TRASH RAKE ELEVATION

213.3 1695-D-62420 PUMPING PLANT TRASH RAKE SECTION AND DETAILS

213.4 1695-D-62421 RIVER INTAKE BULKHEAD GATES AND STORAGE

SYSTEM INSTALLATION

LIST OF PARTS - SECTIONS - DETAILS

213.5 1695-D-62422 RIVER INTAKE BULKHEAD GATES ASSEMBLY - LIST OF PARTS

213.6 1695-D-62423 RIVER INTAKE BULKHEAD GATES SECTIONS - DETAILS

213.7 1695-D-62424 RIVER INTAKE BULKHEAD GATES PARTS - SECTIONS - DETAILS

213.8 1695-D-62425 RIVER INTAKE BULKHEAD GATES PARTS

213.9 1695-D-62426 RIVER INTAKE BULKHEAD GATES PLAN - PARTS - SECTION

MECHANICAL - GATES, TRASH RACKS, LEVEL TRANSMITTERS

PLATE SHEET CONTENT DETAIL

201 1695-D-62219 SLIDE GATES AND BAFFLE GATES GATE TABLE AND KEY DIAGRAM

202 1695-D-62220 SLIDE GATES AND BAFFLE GATES GATE NO.1 72"x48" FABRICATED SLIDE GATE

203 1695-D-62221 SLIDE GATES AND BAFFLE GATES GATE NOS.2, 3 AND 4 60"x60" FABRICATED SLIDE GATES

204 1695-D-62222 SLIDE GATES AND BAFFLE GATES GATE NOS.5 AND 10 48"x48" FABRICATED SLIDE GATES

205 1695-D-62223 SLIDE GATES AND BAFFLE GATES GATE NO.6 120"x72" DUAL STEM FABRICATED SLIDE GATE

206 1695-D-62224 SLIDE GATES AND BAFFLE GATES BAFFLE GATE NOS.7, 8, AND 24"x72" FABRICATED SLIDE GATE NO. 9

207 1695-D-62226 RIVER INTAKE TRASHRACK INSTALLATION - LIST OF PARTS - SECTION - DETAILS

208 1695-D-62227 RIVER INTAKE TRASHRACK PART - SECTION - DETAILS

209 1695-D-62297 RIVER INTAKE TRASHRACK PART - SECTION - DETAILS

210 1695-D-62228 LEVEL TRANSMITTERS PLAN

211 1695-D-62229 LEVEL TRANSMITTERS DETAILS

Digitally signed by LAN NGUYEN Date: 2025.04.02 09:08:30 -06'00'

Date: 2025.04.02 09:18:53-06'00'

REACH 4C

REACH 7

REACH 8

REACH 9A

REACH 10

REACH 10.1

REACH 10.2

REACH 10.3

REACH 11

REACH 12A

REACH 12BREACH 12.2

REACH 12.1 REACH 13

REACH 22A

REACH 22B

ENWP PHASE 3

ENWP PHASE 2

REACH 24.1

LYBROOK CONNECTION

REACH 24.1

JAN STUB

REACH 25

REACH 26.1

REACH 26.2

REACH 26.3

REACH 14.6A

REACH 14.8A

REACH 27

(GALLUP REGIONAL)

SHIPROCK CONNECTION

SANOSTEE

NEWCOMB

GALLUP

CROWNPOINT

NAPI TO

Tó Ałts’íísí Pumping Plant (3)

Tooh Haltsooi Pumping Plant (4)

Pumping Plant No. 7

Tohlakai Hill Pumping Plant (8,9,10)

Pumping Plant No. 2(c)

14.3a Pumping Plant (284gpm)

14.1 Pumping Plant

14.2 Pumping Plant

14.6 Pumping Plant

14.7a Pumping Plant

Pumping Plant No. 3(c)

Reach 25 Booster Station

Phase 3 Booster Station

Phase 2 Booster Station

JICARILLA

APACE INDIAN

RESERVATION

TOHATCHI

NASCHITTI

NAKAIBITO

Huerfano Turnout

Nageezi Turnout

Counselor Turnout

Ojo-Encino North Turnout

Pueblo Pintado Turnout

Torreon Turnout

Tohatchi/Buffalo Springs TO

Sheep Springs N Turnout

Sanostee/Burnham Turnout

Rock Springs Turnout

Newcomb Turnout

Naschitti Turnout

Window Rock Turnout

Jicarilla Apache Nation Turnout

Twin Lakes Turnout

REACH 21

CUTTER LATERAL WATER

TREATMENT PLANT

R io

A rr ib a

San Juan

S an do va l

McKinley

A pa ch e

Cibola

REACH 9B

S AN

J UAN

BECLAIBITO

TEECHOSPOS

RED VALLEY

NEZAHNEZAD

SANOSTEE

HUERFANO

LUKACHUKAI

COVE

ROUND ROCK

SWEETWATER

TSAILE/WHEATFIELDS

NEWCOMB

TWO GREY HILLS

BURNHAM

SHEEP SPRINGS

CRYSTAL

SAWMILL

NASCHITTI

WHITEROCK LAKE VALLEY

NAGEEZI

RED LAKE MEXICAN SPRINGS

TOHATCHI

FORT DEFIANCE

TWIN LAKES

COYOTE CANYON

NAHODISHGISH

STANDING ROCK

ROCK SPRINGS

TSAYATCH

CHURCH ROCK

MARIANO LAKE

IYANBITO SMITH LAKE

CASAMERA LAKE

LITTLEWATER

CROWNPOINT

THOREAU

RED ROCK

MANUEITO

BREADSPRINGS

BACA/HAYSTACK

CHICHILTAH

LUPTON

HOUCK

OAKS SPRINGS

KINLICHEE

CANONCITO

WHITE HORSE LAKE

PUEBLO PINTADO

BECENTI

TORREON

OJO ENCINO

COUNSELOR

SAINT MICHAELS

NAHATA DZIIL

CHINLE

NAZLINI

NAVAJO

RESERVOIR

CUTTER

RESERVOIR

For Location Map see drawing number 1695-529-131.

REACH 6

Pumping Plant No.12 Standing Rock Pumping Plant

Crownpoint Turnout

Pumping Plant No.13

Pumping Plant No.14

REACH 10.1.1

REACH 10.3.1

FRUITLAND

UPPER

REACH 10.2.1

C H

U S

K A

M

O U

N T

I N

S

TUNI TCHA MOUNTA

IN

S

R E

R O

C K

V

A L

L E Y

Z U

N I

M O

U N

T

A

I N

S

M

T

T

A

Y L

O R

C H A C O M E S A

S A N M A T E A M E S A

% I S T I

W I L ' E R N E S S

C E R E Z

A C A N Y O N

L A

R G

O

C A N Y O N

C A N Y O N

% L A N C O

S A N J U

A N % A S I N

F E I L '

C A N Y O N

SHIPROCK

FARMINGTON

AZTEC

BLOOMFIELD

Tsé Da’azkání Pumping Plant (2) Pumping Plant No. 1(c)

Na v a j o I nd i an I r r i gat i on P r o j e c t

Ma i n Cana l

574491

CUDEI

SHIPROCK

HOGBACK

ANIM

AS

RIVER

RIVER

FRANK CHEE

WILLETTO

RESERVOIR

SAN JUAN RIVER INTAKE AND PUMPING PLANT (REACH 1)

For Vicinity Map see drawing no. 1695-529-60448

MORGAN

LAKE

NAPI Turnout

Exisiting 42" PNM Pipeline

SAN JUAN LATERAL

WATER TREATMENT PLANT

Shiprock Turnout

REACH 2

REACH 3REACH 4A

REACH 4B

JUAN

SAN

FRANK CHEE WILLETTO DAM MODIFICATIONS (REACH 1)

PUMPING PLANT NO. 1

G A L

L E

G O

S

Dona Ana

Los Alamos Harding Mora

Taos Rio Arriba

Quay

Guadalupe

San Juan

Sandoval

Sierra

Lincoln

Bernalillo

Union

Valencia

Hidalgo

Curry

Roosevelt

Chaves

De Baca

Santa Fe

Otero

San Miguel

Grant

Luna

Lea

Torrance

Catron

Cibola

Colfax

Socorro

McKinley

Eddy

COLORADO

A R

IZ

O N

A

O K

LA

H O

M A

TEX

A S

NEW MEXICO

MEXICO

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

C A D

S

YS

TE

M

A ut oC A D

4.

2S

LM

S T

EC

H

C A D

F

IL

EN

A M

E

-5

-6

-R D

-1 .D

W G

LA

S T

S A V

ED

D A

TE

-0 3-

LA

S T

S A V

ED

B Y

D

TH

O R N

B U

R G

¦D_DT¦

¦STATUS¦

N A V A

JO

-G A

LL

U P

W A

TE

R S

U

PP

LY

P

R O

JE

C T

S A N

J U

A N

L A

TE

R A L

R

EA

C H

S A N

J U

A N

R

IV

ER

I

N

TA

K E

A N

D P

U M

PI

N

G P

LA

N

T

GENERAL MAP

FARMINGTON, NM

1695-529-60452

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

D. Thornburg

D. Thhornburg

Begay, Malcolm M.

Tihami, Moncef N P.E.

OED Manager

Gladden, Ryan L P.E.

WASHINGTON

OREGON

MONTANA

WYOMING

IDAHO

CALIFORNIA

NEW MEXICO

ARIZONA

KEY MAP

COLORADO

NEVADA

UTAH

General Map Area

LEGEND

Miles 0 5 10

Pipeline (Varied by Reach)

Water Treatment Plant

Pumping Plant Location

Turnout Location

Jicarilla Indian Reservation

Navajo Nation Indian Reservation (Chapters)

Highway (as desiginated)

County Line

LOCATION MAP

(NOT TO SCALE)

(NOT TO SCALE)

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

San Juan

McKinley

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

Reach 2 Pipeline

Reach 1 Pipeline

Reach 1 River Pumping Plant

Nenahnezad Chapter House

Nenahnezad Community

School

Frank Chee Willetto Resevoir

Indian Service Route - N36

Indian Service Route - 5086

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

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B

A

D

C

B

A

B U

R

EA

U O

F R

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LA

M

A

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C H

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IV

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PI

N

G P

LA

N

T, R

EA

C H

REACH 1

VICINITY MAP

FARMINGTON, NM

1695-529-60448

2025-03-26

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

J.SMITH

J.SMITH

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

LEGEND

INTAKE AND RIVER PUMPING PLANT - VICINITY MAP

3895 US 64, FRUITLAND, NM 87416

APPROXIMATELY 11 MILES WEST OF FARMINGTON, NM

San Juan River

Flow

US HWY 64

ST

E

E

E

E

E

E

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

E E

E E E

E

E

E

E

E

E

E

E E E

F

WWW

W

E E

F

S T

LP

LP

LP

35045C0645F

35045C0960F

W

W

W

W

W

W

W

W

Existing chainlink fence to be removed and replaced to the east

Diversion weir to remain

Existing swale to remain

Existing PNM 12.47kV overhead power line to remain

Existing drainage area to remain

Existing 72" culvert to remain

Existing 18" culvert to remain Existing culvert to remain

Property line

Existing storm sewer to remain

Existing culvert to remain

Existing power pole to remain

Existing manhole to remain

Existing power pole to remain

Existing gravel to remain

FEMA 1% flood boundary (FIRM Panel 35045C0645F

Effective 8/5/2010)

Existing Reach 1 water line to remain

Existing intake channel bridge to remain

Existing 16" HDPE pipe for temporary pumping operations, location has not been field verified and is based on contractor's submittal, see note 5

Existing intake channel to remain

Survey control point typ. see (62035)

Existing gravel surfacing to be removed to the south, see note 714

55.00' Highway maintenance construction easement

Existing waterline within the property boundary has not been field verified, see Note 2

Existing power pole

Existing 3" PVC temporary power conduit

Existing overhead power line has not been field verified, see note 5

Existing power pole, conduits stemming from pole have not been field verified, see note 5

0 120'60'

PLAN - EXISTING CONDITIONS & DEMOLITION

Scale: 1"=60'

Concrete to be removed

Gravel surfacing to be removed

LEGEND

W Water line

Overhead electric cable

W

Existing Demolition

LPLight pole

E EBuried electric cable

F FFiber optic line

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

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A

D

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B

A

B U

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EA

U O

F R

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LA

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C A D

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A ut oC A D

5.

0S

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¦STATUS¦

N A V A

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C T

N

EW

M

EX

IC

O

S A N

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A N

L A

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R A L

R

EA

C H

IN

TA

K E

A N

D R

IV

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P U

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PI

N G

P

LA

N T

EXISTING CONDITIONS

& DEMOLITION

PLAN

DENVER, CO

1695-D-62032

2025-04-02

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

Marner, Andrew (Andy) J P.E.

Steen, Timothy M

NOTES:

1. Property boundary and easement linework provided by Precision Surveying Inc.

dated 12/22/2022.

2. Contours, utilities, and existing site linework shown on drawings is based off of survey information provided by Four Corners Construction Office.

3. Contours are spaced in 1' intervals and based on survey data provided by the

Four Corners Construction Office, see (62035) for vertical survey control points.

4. See specifications for additional demolition information.

5. Contractor to verify horizontal and vertical locations of existing utilities prior to construction in accordance with the Specifications. Notify resident engineer of any conflicts or discrepancies immediately.

6. All vertical elevations are based on the NAV88 vertical datum, Geoid 09.

7. Gravel surfacing removed from the existing site that will be reused for placement as shown on (62039) shall be treated, processed, and compacted in accordance with the Specifications. Gravel surfacing not being reused for the new site layout shall be properly disposed of offsite.

8. See (62057-62068) for channel demolition information.

Keyed Notes 1 Existing gravel surfacing to be removed, see note 7 and

(62039 & 62040) for replacement.

Existing vault to be removed. Coordinate timing with COR, see Specifications for additional information. See (62056) for vault drain pipe demolition.

3 Remove and replace existing gate.

Remove existing cathodic protection rectifier, junction box, and anode bed. See specification for information.

5 Light pole to be removed.

6 Electrical equipment and buried conduit to be removed.

Clear and grub vegetation in accordance with the specifications.

8 Channel to be retrofitted, see (62095).

9 Sluicing gate to be removed.

10 Existing intake guardrails to be removed.

11 Secondary trash racks to be removed.

12 Transformers, blast wall, and EG set to be removed.

13 Primary trash rack to be removed

14 Remove and replace chainlink fence.

Remove PNM card reader system and automatic gate opener and replace with keyed lock.

16 Remove PNM surveillance camera.

17 Remove ~50' of abandoned asbestos wrapped piping.

Remove ~35' of 42" DIP for new pipe connection. Existing 42" DIP to the south of the new connection shall be abandoned in place or removed and properly disposed of offsite. See (62043) for pipeline connection.

19 Remove wood and metal bulkheads x2 and metal screen.

20 Remove steel W-shaped lifting section.

21 Remove steel A-frame rack.

22 Remove metal screen x2.

23 Remove metal trash rack panel and metal bulkheads x4.

Remove fire hydrant and misc steel items. Fire hydrant lateral has not been field verified and is believed to be abandoned, contractor to verify.

25 Remove steel basket and gate operator.

26 Remove trash rack cleaning rake

27 Remove debris screen.

28 Power pole to be removed. Coordinate with power company.

29 Power service to removed by PNM/NTUA.

Remove pumping plant building and associated flatwork, see Specifications.

31 Remove car port.

32 Remove coagulation tank and associated containment area.

33 Existing abandoned 36" pipe to remain abandoned in place.

Remove drainage pipes, fill drainage pipe penetration holes in the channel wall with grout, see (62073) for information.

35 Observation Well, protect in place. See Specifications.

36 Percolation well, cap and abandom. See Specifications.

Survey control point

Power pole

R

EV

N O

¦R_DT¦ £RA£

D

R ev is ed k ey ed n ot e fo r va ul t re m ov al tim el in e.

U.S. Highway 64

San Juan River

FEMA 1% Flood boundary (FIRM Panel 35045C0645F effective 8/5/2010 )

Contractor use area boundary

50955094

5090 5095

ST

E

E

E

E

E

E

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

E E

E E E

E

E

E

E

E

E

E

E E E

F

WWW

W

E E E

F

Contractor use area boundary, Contractor to coordinate with neighboring property owners for fence removal and replacement

Existing PNM overhead powerline

Existing overhead powerline to be removed see (62032)

Existing 72" culvert Existing culvertExisting 18" culvert

Existing abandoned 36" waterline

55.00' Highway construction easement

0 120'60'

PLAN - RIVER PUMPING PLANT CONTRACTOR USE AREA

Scale: 1"=60'

A

LW

A

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T H

IN

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S A

FE

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SHEET

D

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CONTRACTOR USE AREA

PLAN

DENVER, CO

1695-D-62033

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

LEGEND

Contractor use area

NOTES:

1. See (62032) for demolition information.

2. See (62032) for surveying notes regarding contours.

3. Property boundary and easement linework provided by Precision Surveying Inc. dated 12/22/2022.

5077.4

5076.8

5077.4

5077.8

5076.7

5076.3

5076.9

5077.4

5076.9

5070.9

5070.9

5070.9

5070.9

5077.4

2.5:1

2.

5:

2.5:1

2.

5:

2.5:1

6.1 :1

0.5:1

0.5 :10.5:1

B

C

Cement-Bentonite Slurry Wall (62044)

River Intake Settling Channel Excavation, see (62051).

A

Existing ground

Excavation payline

2.5

EL. ± 5097.3

EL. 5077.0

EL. 5077.6

EL. ± 5099.5

2.5

Existing ground

Excavation payline

0.5

River Intake Settling Channel Excavation, see (62051).

EL. 5077.0

EL. 5070.9

EL. 5070.9

EL. 5078.0

EL. ± 5097.6

2.5

Existing ground

Excavation payline

EL. 5077.2

EL. ± 5097.0

EL. 5077.2

EL. ± 5096.9

0 20' 40'10'

PLAN - RIVER PUMPING PLANT EXCAVATION PLAN

Scale: 1"=20'

A

LW

A

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T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

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¦D_DT¦

¦STATUS¦

N A V A

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PUMPING PLANT

EXCAVATION

PLAN

DENVER, CO

1695-D-62034

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

NOTES:

1. Slopes shown on drawing are for paylines only, slope or shore as required for safety in accordance with the Specifications and RSHS.

2. Excavate down to top of bedrock for all areas beneath pumping plant structure. Where bottom of foundation is below top of bedrock, provide 1' minimum compacted fill beneath building foundation. Material to be used for backfill shall be processed and compacted in accordance with the Specifications.

3. Reference Structural drawings for foundation information, (62167-62191).

SECTION

A Scale: 1"=20'

SECTION

B Scale: 1"=20'

SECTION

C Scale: 1"=20'

LEGEND

Bedrock

35045C0645F

35045C0960F

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

E E E

F

WWW

W

E E E

F

ST

OHE

New chainlink fence to the southeast N=2093330.50 E=2552757.75

7' Chainlink fence w/ 1' barbed wire

7' Chainlink fence w/ 1' barbed wire

7' Chainlink fence w/ 1' barbed wire

Existing gravel road

Existing intake channel

Existing return channel

San Juan River

24' Swing gate

Existing riverbank

Property line

Replace fence to the east N=2093849.62 E=2552606.95

US Hwy 64

Existing PNM overhead power line

Property line

Existing diversion weir New chainlink fence to the southeast N=2092875.26 E=2553315.86

Berm (62037)

See (62039) for gravel layout continuation

N=2093303.49 E=2553570.48

26.00' Gravel road, see note 5

Install berm to the southwest

N=2093798.12 E=2553794.65

Berm centerline N=2093628.43 E=2553199.86

Install berm to the northeast

N=2093401.19 E=2553063.76

55.00' Construction easement

Property line

Existing abandoned 36" waterline

Existing waterline

Existing culvert

Transition point from steel yard piping to Reach 1 pipeline (42" ductile iron), see (62043)

Slurry wall (typ.)

see (62044)

PK Nail N=2092969.19 E=2553327.33 Elev.=5098.67

PK Nail N=2093288.59 E=2552923.23 Elev.=5098.15

PK Nail N=2093241.05 E=2553109.41 Elev.=5098.15

Iron rod set N=2093538.44 E=2553669.02 Elev.=5103.90

Iron rod set N=2093431.26 E=2553330.91 Elev.=5099.99

26' Slide gate

7' Chainlink fence w/ 1' barbed wire

New chainlink fence to the southeast N=2093249.65 E=2552913.43

End chainlink fence at edge of intake channel

Blow off vault (62191)

Remove and replace gravel, see note 5

1.00' Fence to property line (typ)

1.00' Fence to property line

24' Swing gate, contractor to match connection to existing road

L1

L2

L3 L4 L5

L6

L7

L8

L9L10 L11

L12

L13

L14

L15

L16

L17

L18

L19 C1

L2

C2 L21

L22

C3

L2

Property line

Remove and replace gravel, see note 5

See (62039) for gravel layout continuation N=2093202.17 E=2553603.34

Remove and replace gravel, see note 5

Existing storm sewer

FEMA 1% flood boundary (FIRM Panel 35045C0645F

Effective 8/5/2010)

Buried electrical box (typ.)Parcel Line Table

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

Length

202.42

457.23

648.87

26.00

68.19

978.32

62.89

126.93

98.43

26.00

3.00

17.74

24.00

105.52

52.44

296.01

38.24

53.73

90.77

510.72

1.62

11.06

662.19

Direction

N54° 57' 34.77"W

S79° 22' 08.19"W

S89° 14' 00.13"W

S89° 14' 00.13"W

S89° 14' 00.13"W

N26° 44' 05.55"E

N47° 36' 05.80"E

N28° 12' 49.57"E

S53° 41' 30.53"E

S53° 41' 30.53"E

S53° 41' 30.53"E

S41° 26' 06.82"E

S41° 26' 06.82"E

S41° 26' 06.82"E

S74° 15' 00.99"E

S44° 15' 00.99"E

S58° 13' 13.72"E

N83° 16' 57.72"E

S56° 43' 51.63"E

N25° 44' 23.63"E

N5° 09' 28.16"E

S5° 09' 28.16"W

S25° 44' 23.63"W

Curve Table

Curve #

C1

C2

C3

Length

89.79

19.98

18.05

Radius

75.00

51.24

50.00

Delta

68.59

22.34

20.68

Chord Direction

N60° 02' 14"E

N14° 24' 30"E

S15° 29' 59"W

Chord Length

84.52

19.85

17.95

0 120'60'PLAN - RIVER PUMPING PLANT OVERALL SITE PLAN

Scale: 1"=60'

See (62036 & 62039) for detailed information

LEGEND

Concrete

Chainlink fence

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

C A D

S

YS

TE

M

A ut oC A D

5.

0S

LM

S T

EC

H

C A D

F

IL

EN

A M

E

-D

-6

-R

D -4

.D W

G

LA

S T

S A V

ED

D A

TE

-0 9-

LA

S T

S A V

ED

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N A V A

JO

-G A

LL

U P

W A

TE

R S

U

PP

LY

P

R O

JE

C T

N

EW

M

EX

IC

O

S A N

J U

A N

L A

TE

R A L

R

EA

C H

IN

TA

K E

A N

D R

IV

ER

P U

M

PI

N G

P

LA

N T

OVERALL SITE

PLAN

DENVER, CO

1695-D-62035

2025-04-08

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

Marner, Andrew (Andy) J P.E.

Steen, Timothy M

Survey control point

NOTES:

1. Property boundary linework provided by Precision Surveying Inc. dated

12/22/2022.

2. Survey control points provided by Four Corners Construction Office dated

06/26/2024.

3. All coordinates are shown in New Mexico State Plane Coordinate System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of

1.000286319627 was used. All distances shown on this drawing are in ground.

4. Line and curve tables are shown to edge of gravel or centerline of fence.

5. See note 7 on (62032) for information regarding the reuse of gravel surfacing, see (62037) and (62038) for grading, see (62039) for gravel surfacing layout, and see (62041) for details.

Gravel

Riprap

Cement-bentonite slurry wall (62044)

Cement-bentonite slurry wall channel crossings (62044)

Fire hydrant Power pole

OHE New overhead electric by local utility provider

Existing overhead electric

R

EV

N O

¦R_DT¦ £RA£

D

R ev is ed b ac kg ro un d to s ho w c ur b ch as es a t th e en d of t he c on cr et e de ck

ST

ST

ST

OHE

OHE

OHE

OHE

River Pumping Plant

Building CP1 N=2093333.05 E=2553251.95

HVAC equipment foundation & enclosure (62198)

10.33'

.00

Gravel (62037 & 62039)

Concrete wall (62095)

Maintenance ramp (62095)

.00

10.00'

Gravel (62037)

New chainlink fence

Concrete slab (62168)

Flow

Remove and replace gravel see (62037 & 32039)

Existing channel wall

.5

0'

50.00'

5.00' 5.33'

5.00'

5.33'

Manifold piping (typ.)

4' Fiber reinforced concrete pan (62041)

Engine-generator & primary unit substation enclosure (62196)

Fiber reinforced concrete pan (62041)

Fire hydrant (62277)

Seed and stabilize finished grade in accordance with the specifications

4' Fiber reinforced concrete pan to the west (62041) N=2093394.46 E=2553249.82

4' Fiber reinforced concrete pan to the east, install cutoff wall at pan edge (62041) N=2093385.31 E=2553057.22

See (62035) for gravel road continuation

.40

Guard post (typ.)

see note 4

Storm inlet N=2093145.75 E=2553244.47

Storm inlet N=2093095.33 E=2553384.42

Cement-bentonite slurry wall, see (62044)

Penetrate storm sewer through wall

N=2093169.78 E=2553223.47

Concrete wall (62106)

Concrete apron (typ.)

Buried vault (62189)

Type VL Riprap 5'W x 265' x 1' D riprap swale

Type VL Riprap 8'W x 185'L x 1'D4.00'

Swale CL N=2093313.83 E=2553494.43

Swale CL N=2093326.16 E=2553385.55

Swale CL N=2093348.82 E=2553322.60

12.00'

6.00'

6.00'

Type VL Riprap 6'W x 130' x 1' D riprap swale

Swale

4.00'

Type L Riprap 4'W x 1.5'D

Type L Riprap 1.5'D

5.00'

Building CP2 N=2093196.21 E=2553221.04

90.00'

10.00'

8.00'

4.00'

Transition riprap from Type VL to L

Swale shall be graded once dewatering of the site has ceased, remove slurry wall as needed to accommodate swale grading

Power pole By Others N=2093365.83 E=2553167.91

Penetrate storm sewer through channel lining

N=2093030.41 E=2553311.48

.50

Gravel (62037 & 62039)

L24

L25 C4

L26

C5

L27

L28

Concrete wall (62095)

8.17' 11.19'

Overhead electric line by others.

See note 9Existing power pole

Buried electrical boxes typ. (62256)

26.00'

Rectifier (62288) N=2093415.19 E=2553133.62

Anode bed (62289) N=2093418.13 E=2553131.05

S41° 08' 21.78"E

Trench drain (62216)

.38

Swale CL N=2093387.28 E=2553275.58

Chainlink fence see (62035)

Swale

Berm (62035 & 62037)

6.00'

Valve collar (62190)

C6

Ex electrical location is approximate.

Contractor to field verify.

Concrete curb chases (62168)

Parcel Line Table

Line #

L24

L25

L26

L27

L28

Length

73.59

36.15

80.03

18.38

167.85

Direction

S82° 18' 59.84"W

S82° 18' 58.25"W

N85° 57' 19.68"W

S14° 53' 20.24"E

S14° 53' 20.24"E

Curve Table

Curve #

C4

C5

C6

Length

4.08

7.72

55.93

Radius

20.00

5.06

50.00

Delta

11.67

87.43

64.09

Chord Direction

S88° 09' 13"W

S53° 30' 50"E

S16° 49' 02"W

Chord Length

4.07

6.99

53.06

0 20' 40'10'

PLAN - RIVER PUMPING PLANT DETAILED SITE PLAN

Scale: 1"=20'

LEGEND

Concrete

Gravel

Chainlink fence

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

C A D

S

YS

TE

M

A ut oC A D

5.

0S

LM

S T

EC

H

C A D

F

IL

EN

A M

E

-D

-6

-R

D -5

.D W

G

LA

S T

S A V

ED

D A

TE

-0 9-

LA

S T

S A V

ED

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N A V A

JO

-G A

LL

U P

W A

TE

R S

U

PP

LY

P

R O

JE

C T

N

EW

M

EX

IC

O

S A N

J U

A N

L A

TE

R A L

R

EA

C H

IN

TA

K E

A N

D R

IV

ER

P U

M

PI

N G

P

LA

N T

DETAILED SITE PLAN

DENVER, CO

1695-D-62036

2025-04-08

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

A. MARNER

Marner, Andrew (Andy) J P.E.

Steen, Timothy M

Riprap

OHE Overhead Electric

NOTES:

1. Property boundary linework provided by Precision Surveying Inc.

dated 12/22/2022.

2. Survey control points provided by Four Corners Construction Office dated 06/26/2024.

3. All control points are shown in New Mexico State Plane Coordinate

System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.000286319627 was used. All distances shown on this drawing are in ground.

4. Reference Specifications for fire hydrant information. Install (2) guard posts on the south side of the fire hydrant, provide 48" minimum clearance from the fire hydrant to the guard post. Install guard posts to avoid conflict with the fire hydrant valve access and the fire hydrant lateral. See 40-D-60002 for detail.

5. Reference Structural drawings for concrete apron information.

6. Line and curve table dimensions are labeled to the concrete pan centerline.

7. Drawing numbers are 1695-D-XXXXX unless otherwise specified.

8. See (62041) for concrete pan, cutoff wall, and gravel surfacing details.

9. See specs for sequencing and required coordination.

10. See (62040) and (62242) for yard hydrant locations.

Power pole

Fire hydrant

R

EV

N O

¦R_DT¦ £RA£

D

R ev is ed b ac kg ro un d to s ho w c ur b ch as es a nd up da te C

P2

50995099

510051

5090 5095

A

A

U.S. Highway 64

Existing ditch

Existing ditch

San Juan River

Berm

5099.37 HP

5096.43 ME

2.

0%

2.

0%

Ridge line

5096.50

5112.56 ME

5111.30

5111.30 ME

5111.56

5104.01

5109.05 ME

5109.05 5109.31

5105.72 ME

5105.98

5105.72

5.

6.

3.

3%

1.

8%

0.

8%

1.

3%

2.3

1.

3%

5098.72 ME

5102.12

.2

6'

5099.63

5099.37 ME5098.19

5098.44

5099.37

2.0%

4.

4%

3.9%

Gravel access road, see detail on this drawing

Blowoff vault see (62043)

5095.35 5095.20

5095.13

5094.04 ME

5097.25 FGC

5096.50 FGC

3.

1%2.7%

5.6%

5095.63 Contractor to verify positive drainage to the San Juan River

Contractor to verify positive drainage to the San Juan River

5099.32 HP

5099.05 HP

5097.33 FGC

5097.33

5097.10

5096.50

5096.73 5096.44

5096.77

5097.25 FGC

5096.87

5097.25 FGC

5097.25 FGC

2.

0%

1.9%

1.0%

Property line

Ridge line

1.8%

51205125

5097.22

5095.88

5094.87 ME

5096.78 ME FGC

5097.11 FGC

5094.11

5096.16

5097.50 ME FGC

5097.70 FGC

5097.70 FGC

5097.33 ME FGC

5096.07

5095.55

5095.71

5094.95 ME

5094.89 ME

5096.68 FGC 5096.94

5096.57 HP

5093.42 ME

5102.23

5101.44

5101.93 5102.17

5101.93 ME

Berm

5113.02 ME

5111.65 ME

0 120'60'

PLAN - RIVER PUMPING PLANT OVERALL GRADING PLAN

Scale: 1"=60'

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

C A D

S

YS

TE

M

A ut oC A D

5.

0S

LM

S T

EC

H

C A D

F

IL

EN

A M

E

-D

-6

-R

D -6

.D W

G

LA

S T

S A V

ED

D A

TE

-0 9-

LA

S T

S A V

ED

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N A V A

JO

-G A

LL

U P

W A

TE

R S

U

PP

LY

P

R O

JE

C T

N

EW

M

EX

IC

O

S A N

J U

A N

L A

TE

R A L

R

EA

C H

IN

TA

K E

A N

D R

IV

ER

P U

M

PI

N G

P

LA

N T

OVERALL GRADING

PLAN

DENVER, CO

1695-D-62037

2025-04-02

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

Marner, Andrew (Andy) J P.E.

Steen, Timothy M

SECTION

A NOT TO SCALE

Existing ditch

NOTES:

1. Contractor to verify existing grades and utilities prior to construction in accordance with the specifications. Notify resident engineer of any conflicts or discrepancies immediately.

2. Contours are based off of survey data provided by the Four Corners Construction Office, see (62035) for vertical survey control points.

Install berm compact per SpecificationsExisting grade

2.0' Min.

See (62038) for detailed information

6" Min.

Gravel surface

Nonwoven geotextile

Compacted backfill

Existing subgrade

2.0% 2.0%

26.00'

ABBREVIATIONS

GB - Grade Break HP - High Point ME - Match Existing TOV - Top of Vault FGV - Finished Grade at Vault FGC - Finished Grade at Concrete

4.0' Min.

2.0% Min4:1 Max

6"

Connection to existing grade, seed disturbed landscaping for final stabilization (if existing grade is higher than the road, provide 6" roadside swale to divert runoff away from the road, 4:1 max side slopes)

Connection to existing grade, seed disturbed landscaping for final stabilization (if existing grade is higher than the road, provide 6" roadside swale to divert runoff away from the road, 4:1 max side slopes)

GRAVEL ACCESS ROAD SECTION

NOT TO SCALE

R

EV

N O

¦R_DT¦ £RA£

D

R ev is ed b ac kg ro un d to s ho w c ur b ch as es a t th e en d of t he c on cr et e de ck

ST

ST

River Pumping Plant

FFE=5099.50

4' Fiber reinforced concrete pan (62041)

Flow

Re: Structural for grading information

4' Fiber reinforced concrete pan

Concrete deck (62170)

Ridge line

5095.00 ME

5095.55 5095.57

5095.97 GB

5097.65

5097.56

5098.07 GB

5096.67 GB

0.5%

0.5%

GRATE=5095.65 LP

5096.50 TOR

5096.50 TOR

5098.50 GB FGC

5097.05

5098.50 FGC

5098.50 FGC

See (62095) for ramp, channel, and top of wall grading

See (62106) for ramp, channel, and top of wall grading

5099.50

5099.50

5099.00

5099.50

5099.50

5099.50 5099.50

5099.29 TOC

5099.29 TOC

5099.40 5099.40

5099.00

5099.00 GB

5099.50 5099.50

5098.66 TOC

5098.50 FGC5098.50 FGC

5097.51

5099.50

5099.50

5099.50 5099.30

5099.30

5099.00

5098.50

5098.50

5099.00 GB

5099.50

5099.09

5100.20

5097.12 LP

5099.50

5097.67

5097.05 GB

Storm inlet Inv.=93.65

Penetrate storm sewer through channel wall

Inv.=92.47

5097.34

5098.37 5100.56

5097.84

5098.64 HP

5096.42 GB

5097.89 GB 5098.08

1.8%

0.5%

1.5%

2.0%

3.2%

5.0

1.5%

1.5%

2.0

2.2%

5099.50

2.

0%

2.0%

4.5%

2.0%

4.5%

2.8%

5098.65 FGW

5099.18 FGW

5.

5%

5099.14 FGW

5099.14 FGW

Riprap swale

Swale

5097.36

2.0%

0.

5%

2.6%

3.

4%

2.0%

0.

5%

5098.48 GB

2.0

2.3% 6.0

2.0%

10.8%

3.4

2.6%

2.8%

3.

3%

2.

0%

Swale

5098.50 FGC

5098.44 GB

5097.85 LP

Penetrate storm sewer through wall

Inv.=95.21

2.8%

2.0%

Ridge line

2.0%

2.

5%

3.5%

5099.26 TOC

5099.34 TOC

4.6%

5.0

2.

5%

5099.00

5098.50 GB

5098.50 GB

Grade break

5098.50 GB

5098.50 GBGrade break

2.0%

5.0%

2.0%

3.1%

3.9%

A

A

2.5%

32LF 6" PVC storm sewer @ 2.0%

3.

6%

3.8%

5100.84

5101.44

5102.23

98LF 12" PVC storm sewer @ 1.2%

5097.60

5097.05

5097.25

5097.05 GB

5098.19

Ridge line

5096.50

2.

0%

2.5%

4.3% 2.

0%

4.6%

2.0%

5096.90

5096.50

See (62037) for grading information

5095.73

5095.37

5097.90 GB

Riprap

Riprap

Riprap

5099.30 5099.38

5099.38

5099.44

Rim=5099.20

5099.40 5099.40

1.5%

4.

5%

Bottom of fire hydrant flange elev=5098.70, see note 6

See (62216) for trench drain invert elevations

5098.50 FGC GB

2.0%

2.8%

2.0%

2.0%

5097.50 FGC

5096.635096.17

Riprap swale, see (62036) for sequencing with slurry wall

Ridge line

6.

3%

7.

0%

9.

1%

.7%

5098.00 FGC GB

5096.22 5095.62

5096.59

5095.91 GB5094.22

5097.04

5097.04

5097.02

5095.37

5095.43 5095.61

5095.78

5093.66 ME

5095.05 ME

5095.21 5095.98

5095.71

5096.25 FGC

2.0

2.0

2.

0%

2.0

5097.50 FGC

5097.50 FGC

5096.75 FGC

5097.30 FGC

5096.25 FGC

2.2

4.1

1.8%

1.7

1.

6%

5094.66 ME

5095.03

2.0

5.

8%

4.

8%

3.

0%

Top of anode bed=5097.46

Finished grade at rectifier pole

5097.16

Berm (62037)

Toe of berm=5097.75 ME

5098.66 TOC

5095.76

5096.30 FGC

Cutoff wall at edge of pan

(62041)

10.5% 9.5%

1.

2%

0.

5%

5096.74 ME

(Powerpole)

5097.55 FG at pole

5101.15 FG at pole

Concrete curb chases (62168)

Storm inlet Inv.=95.85

0 20' 40'10'

PLAN - RIVER PUMPING PLANT DETAILED GRADING PLAN

Scale: 1"=20'

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

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DETAILED

GRADING

PLAN

DENVER, CO

1695-D-62038

2025-04-02

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

B. ZOOK

L. VOGT

Marner, Andrew (Andy) J P.E.

Steen, Timothy M

ABBREVIATIONS

GB - Grade Break HP - High Point FGC - Finished Grade at Concrete TOC - Top of Concrete TOR- Top of Ramp FGW - Finished Grade at Wall ME - Match Existing TOV - Top of Vault FGV - Finished Grade at Vault FFE=Finished Floor Elevation

5.0%

SECTION

A NOT TO SCALE

Min.

NOTES:

1. Contractor to verify existing grades and utilities prior to construction in accordance with the specifications. Notify resident engineer of any conflicts or discrepancies immediately.

2. Yard elevations are shown to the top of gravel and top of concrete/flowline unless otherwise specified.

3. Provide 5% grade away from the building in gravel areas for 10' minimum.

4. Slope concrete aprons away from the building at 2.0%.

5. Install splash blocks at downspout outfalls, the splash blocks shall be oriented to direct flows away from the building.

6. Provide 6" minimum clearance between bottom of fire hydrant flange and top of gravel.

R

EV

N O

¦R_DT¦ £RA£

D

R ev is ed b ac kg ro un d to s ho w c ur b ch as es a t th e en d of t he c on cr et e de ck

River Pumping Plant

FFE=5099.50

Flow

4' Fiber reinforced concrete pan, see (62036) for layout and (62041) for detail

See (62035) for gravel layout continuation N=2553603.34 E=2093202.17

See (62035) for gravel layout continuation

N=2553570.48 E=2093303.49

Gravel surfacing to the north

N=2553238.23 E=2092892.55

C7

L2

C8

L3

C9

L3

L32

C10 L33

C11

L34

L35

C12

L36

C13

L37

C14

L38

L39

L40

L41

C16

L4

L43

L44

C17

L45

C18L46 C19

L4

C20 C21

L49C22

L50

C23 L51

C24

L48

C25

L52

C26

L53

C27 L54

C28 L55

C15

Extend gravel to edge of concrete

(typ.) (62041) Extend gravel to edge of concrete (typ.) (62041)

Seed in accordance with the specifications

See note 1 See note 1 See note 1

Extend gravel to edge of concrete (typ.) (62041)

Slide gate see (62035)Swing gate see (62035)

24.00'

20.00' 30.00'

24.00'

26.00'

N=2552887.95 E=2093287.17

20.00'

Riprap see (62036)

Riprap see (62036)

Chainlink fence see (62035)

Chainlink fence see (62035)

Chainlink fence see (62035)

See note 1

Fire hydrant

N=2553167.25 E=2093060.83

N=2553048.48 E=2093186.77

6" Gravel see (62041)

6" Gravel see (62041)

6" Gravel see (62041)

6" Gravel see (62041)

Seed in accordance with the specifications

Property line

Property line

Blowoff vault (62043)

Anode bed (62289)

Rectifier (62288)

Survey control point typ. see (62035)

Berm (62037)

Power pole

Existing power pole

FEMA 1% flood boundary (FIRM

Panel 35045C0645F Effective 8/5/2010)

Parcel Line Table

Line #

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

Length

47.64

9.21

54.84

144.29

21.98

209.14

30.83

180.58

89.33

92.34

378.65

101.13

43.06

26.46

27.20

33.84

64.67

23.52

47.54

16.42

88.36

1.52

106.25

44.93

47.92

9.56

15.86

Direction

N88° 38' 12.62"E

N63° 01' 50.50"E

S85° 39' 34.72"E

S85° 39' 34.72"E

S46° 00' 24.96"E

S85° 39' 56.50"E

S85° 39' 56.50"E

S27° 29' 51.45"W

N51° 54' 35.98"W

N48° 51' 38.22"E

S27° 29' 51.45"W

S36° 18' 29.47"W

N53° 41' 30.53"W

S49° 07' 43.62"W

N40° 52' 16.38"W

N47° 21' 33.29"E

N23° 18' 55.75"W

N41° 48' 21.06"W

S87° 03' 44.09"W

S87° 03' 44.09"W

N44° 15' 00.99"W

N48° 51' 38.22"E

S41° 08' 21.78"E

N44° 15' 00.99"W

S86° 08' 49.36"E

S41° 08' 21.78"E

S48° 51' 38.22"W

Curve Table

Curve #

C7

C8

C9

C10